GOVERNMENT OF MAHARASHTRA
PUBLIC WORKS DEPARTMENT
PUBLIC WORKS REGION, MUMBAI
SCHEDULE OF RATES (Ratnagiri / Sindudurg Districts)
2014-2015 EFFECTIVE 05 AUGUST 2014
PUBLIC WORKS DEPARTMENT CIRCLE, RATNAGIRI
Schedule Of Rates 2014 – 2015
INDEX
GENERAL NOTE ON D.S.R. (2014-15) ............................................................. 4
BUILDING WORKS ........................................................................................ 12
Bd - A : Excavation ................................................................................................................ 12
Bd - B : Pile foundation ......................................................................................................... 15
Bd - C : Structural steel work ................................................................................................ 19
Bd - E : Plain Cement Concrete ............................................................................................ 21
Bd - F : Reinforced cement concrete .................................................................................... 23
Bd - G : Brick work ................................................................................................................ 33
Bd - H : Stone masonry ......................................................................................................... 36
Bd - I : Block masonry ........................................................................................................... 38
Bd - J : WATER PROOFING .................................................................................................... 40
Bd - K : Expansion Joints ....................................................................................................... 52
Bd - L : Plastering and Pointing ............................................................................................ 53
Bd - M : PAVING, FLOOR FINISHING AND DADO ................................................................. 58
Bd - N : WOOD FINISHES ...................................................................................................... 76
Bd - O : OIL PAINTING ........................................................................................................... 80
Bd - P : COLOUR WASHING, WHITE WASHING AND DISTEMPERING .................................. 86
Bd - Q : WOOD WORK .......................................................................................................... 89
Bd - R : ROOFING AND CEILING ............................................................................................ 94
Bd - T : DOORS, WINDOWS, VENTILATORS AND PARTITIONS ........................................... 104
Bd - U : IRON WORK ........................................................................................................... 137
Bd - V : WATER SUPPLY AND SANITARY FITTINGS ............................................................. 138
Bd - W : Miscellaneous ....................................................................................................... 159
FIRE FIGHTING WORK SHEDULE OF RATES ................................................. 174
BRIDGE WORKS.. ....................................................................................... 177
C. D. WORK ................................................................................................ 213
SAKAV ........................................................................................................ 217
ROAD ......................................................................................................... 218
Survey D.S.R. Year 2014-15. ...................................................................... 261
VIDEOGRAPHY ........................................................................................... 279
TRANSPORTATION CHARGES ..................................................................... 281
LOADING, UNLOADING & STACKING .......................................................... 283
THEORITICAL REQUIREMENT OF MATERIALS ............................................. 285
CIRCULAR FOR BLOCK ESTIMATE RATES FOR 2014-2015. ........................... 307
STATEMENT-A- 1 Material Master ............................................................. 312
STATEMENT-A-2 Labour Master ................................................................. 338
STATEMENT-A-3 Machinary Master ........................................................... 341
Quality Control Tests ................................................................................. 345
GENERAL NOTE ON D.S.R. (2014-15)
1. Schedule of Rates prepared for the year 2014-2015 are operative from 5th August
2014 and applicable for Ratnagiri & Sindhudurg Districts.
2. For notified Tribal area, Hilly area, Inaccessible area, Hilly & Inaccessible area,
Corporation area, Sugar producing area and inside of high security wall of Jail
Premises/ Mental Hospital (inside Buildings) an increase of percentage over the
normal schedule of rates prescribed for the year 2014-15 is allowed as follows.
A Notified Tribal Area or Hilly or inaccessible area 10%
B Corporation area 05%
C Inside of High Security wall of Jail Premises 15%
D Sugar producing areas within 10 Km. radius from Sugar Factory 05%
E Mental Hospital (Inside Bldg) 15%
2.1 Increase by 10% in the rate sanctioned in this schedule shall be considered for works
in hilly areas declared under GR ¨É½þÉ®úɹ]Åõ ¶ÉɺÉxÉ ÊxɪÉÉäVÉxÉ Ê´É¦ÉÉMÉ ÊxÉhÉÇªÉ Eò.b÷ÉåÊ´ÉEòÉ1089/|É.66/
ªÉÉäVÉxÉÉ/19 ¨ÉÆjÉÉ±ÉªÉ ¨ÉÖƤÉ<Ç 1990, Ênù.23/11/1990. While framing the estimates executive
agencies are to justify the inclusion of this 10% addition in the rates. While framing
estimate for non plan work this provision is not to be used. Inclusion is to be made
only for those works which are distant, inaccessible and this be decided by Executive
Engineer as per site conditions
3. The increase in rates as above should be applicable only one at a time e.g. if jail
premises is situated in corporation areas an increase of 15% for the Jail Premises is to
be considered and not 20%(5%+ 15%)
4. The above percentage shall be applied on the cost of items after deducting the cost of
specified materials as stated below
Basic Rates of Material are as follows :
1 Cement Rs 7200/- per M.T.
2 Mild Steel Rs. 50450/- per M.T.
3 T.M.T. Bars FE 500(CRS FE 500 D Tata Tiscon,
HCRM From SAIL)
Rs. 56300/- per M.T.
3a T.M.T.Bars FE 500 (Other than Tata Tiscon) Rs. 49040/- per M.T.
4 Structural Steel Rs. 53233/- per M.T.
5 Bitumen in bulk 30/40 Rs. 57768/-per M.T.
6 Bitumen in bulk 60/70 Rs. 54035/- per M.T.
7 Bitumen in bulk 80/100 Rs. 53005/-per M.T.
8 Bitumen (Pack) 30/40 Rs. 61758/-per M.T.
9 Bitumen (Pack) 60/70 Rs. 58026/- per M.T.
10 Bitumen (Pack) 80/100 Rs. 56996/- per M.T.
11 Bitumen Emulsion Rs. 41707/- per M.T.
Note :
The rates of Bulk, Pack Bitumen, Emulsion, adopted for the item of bituminous work are
based on the rates prevailing on 1/7/2014 at ex-refinery Mumbai. The rates are inclusive of
excise duty 14% additional educational cess 3% on excise duty and VAT 12.50%. Subsequent
increase/decrease if any in these rates shall be accounted in the analysis of the item while
framing estimates.
5. Since the basic rates of materials adopted while preparing the Rate Abstract of items
are as per market rates, which include VAT and all other taxes, no separate provision is
required to be made in the Estimate i.e. rates considered in the DSR are inclusive of VAT
and all other taxes
(As per Govt. in P.W. Department’s G.R. No.BDG-2005/324/Bldg-2 dt.3.3.2006)
6. For cost towards procurement and temporary storage of water for construction purpose
provision of 1% in rate analysis is made. In difficult situations where water is not
available in reasonable lead or where water charges are essentially required to be paid to
local authorities etc. assessment of cost of procurement of water for construction may
be made on factual data. If this cost of procurement of water required for construction
is more than 1%, for additional cost (i.e. more than 1%) separate lump sum item may be
added in the estimate and tender papers. For the purpose of estimate for requirement
of water reference may be made to standard text book.
7. As per Govt. Circular No.DSR 1090/CR-6453/ Pln.3 dated 14/07/1993, 1% for labour
amenity is considered while arriving at the rates.
i) As per Govt. in Industries & Power G.R. No.BCA-2009/CR-108/Labour 7-A dated 17-06-
2010, 1% cess on labour welfare is not considered in the DSR while arriving the rate. The
same should be added in the rate analysis while framing the estimates and the amount shall
be deducted from contractors bills as prescribed in the said G.R..
ii) As per revised circular issued by Dy. Directorate of Insurance Maharashtra State vide
letter No.|ÉÊ´ÉÊxÉ-2310/ºÉÉ.¤ÉÉÆ.Ê´É/ʴɨÉÉ ´ÉºÉÖ±ÉÒ/+ʦÉ-3 dated 08/09/2010 below mentioned
percentage for insurance of contract work shall be added in the recapitulation sheet
while framing the estimate as it is not considered in the D.S.R. while arriving at rates
and the amount incurred by Contractors for insurance of work shall be reimbursed on
production of documentary evidence and after checking certification from Divisional
Accountant Officer,
a) Work value 25.00 lakhs - 0.50 %
b) Work value above to 25.00 Lakhs - 1.00 %
8. Laboratory testing charges are not considered in the Rate Abstract. Wherever
required separate item shall be taken in the estimate for material testing charges, on
the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle,
Navi Mumbai for the current year and shall form part of tender.
9. The job mix design for items like M-20 & above grade of concrete mix design, GSB,
asphaltic concrete, bituminous macadam etc. shall be obtained from the V.Q.C.C.
laboratory.
10. For Specific tests like span load tests, plate / pile load test etc. which are not included
in the rate analysis of item, the payment /estimates for these tests will be prepared
on the basis of rates approved by Engineering Research Institute (MERI), Nasik shall
be adopted.
11. Item required for Water Supply and sanitary works which are not included in this CSR
the CSR of Maharashtra Jeevan Pradhikaran in the District is to be adopted.
12. The rates of Machinery hire charges are as per the Machinery use rates of Irrigation
Department issued by the Chief Engineer (Mech.) Nashik.
13. The rates for items pertaining to Parks & Gardens shall be taken from the DSR of
Superintendent, Parks & Gardens, Mumbai.
14. As per Government of Maharashtra, Revenue and Forest Departments Notification
No.Gaunkhanij-10/1009/PK-309/Kh(3) dated 11th Feb. 2010, Royalty charges of
Rs.200/Brass, i.e. Rs.70.67/Cum, are included in the respective items of supply of
natural minerals i.e.. Rubble, Metal, Sand, Murum etc. Contractor will have to
produce documentary evidence in the form of ―Original Royalty Paid Receipt‖ issued
by the competent Revenue Authority for specified Tendered Work to the concerned
Executive Engineer, as regards payments made by him to the Revenue Department
towards royalty charges. If such documentary evidence is not produced by the
contractor, component of Royalty charges will be recovered from bills of concerned
contractor. The same amount should be paid to Revenue Department. However in
case the rates are revised by Revenue and Forest Department time to time, the
difference may be considered while preparing Estimate.
15. As Royalty charges for bricks and crushed metal (as these are factory product) are
already paid by the quarry owner, same should not be considered in the rate
analysis.
16. The rates of cement concrete item are based on standard consumption. The mix
design shall be carried out for concrete grade of M-20 & above. If the consumption
as per approved mix design varies from standard consumption, accordingly the
difference in the cost of cement be adjusted according to mix design. (This para shall
be incorporated in tender conditions at appropriate place)
17. The rates for labour and materials are included in the D.S.R. for the purpose of
preparing rate analysis. The labour rates shown against the completed items are
based on minimum labour wages. Whenever the rates for labour, material and
transport are operated separately it should be ensured that the rate so derived, does
not exceed the concerned item rate sanctioned in DSR.
18. For splitting of items while calculating part rate etc. necessary overhead charges,
sundries etc. should be proportionately considered as per rate abstract.
19. References of P.W.D. standard specification M.O.R.T. & H. specification Edition 2012
are mentioned below the description of the items to be treated for guideline purpose
only.
20. Notes about "Approval / Permission" given in the bracket below the wording of item
is only for the guidelines for preparation of estimate / approval / execution purpose.
These wording shall not reflect in estimate as well as in tender document. The
wording of "approval of sample" shall be included in the wording of schedule 'C'.
21. This schedule of rates is applicable for all Building works, Road works, Bridges,
Culverts, Sakav in areas of Ratnagiri / Sindhudurg District only.
22. The head lead is to be considered while preparing detailed rate analysis for
inaccessible areas where shifting of materials by head lead is necessary.
23. The excavation items for building & C.D. works are inclusive of normal dewatering
like manual. If pumping is required another item for dewatering is to be included
while framing the estimate, on BHP basis.
24. BUILDING WORKS :-
a. For all completed items, initial lead of 5.00 km. is considered.
b. The floor is designated by the space contained between the virgin slabs of floors.
c. The D.S.R. rates of items are applicable for ground floor and first floor works. For
every additional floor, percentage increase in rates shall be considered for the
items as given in the table below without deducting the cost of cement and steel.
Sr. No Floor Percentage Increase
I Ground Floor Nil
II First Floor Nil
III Second Floor 1%
IV Third Floor 2%
V Fourth Floor 3%
VI Further Additional Floor 1%
The above increase is applicable for items and specifications shown below, wherever
applicable.
Sr. No Specification Item
1 BD-C Structural Steel work, Tubular Trusses.
2 BD-F-G-H R.C.C. Mold Steel, Tor Steel Reinforcement, Brick
Masonry, Stone Masonry, Hume Pipe Tanks.
3 BD-L External Plastering and Pointing.
4 BD-M Flooring, Dado, Skirting, Treads (except white glazed,
ceramic and marble tiles)
5 BD-O External Painting
6 BD-R Manglore Tiles roof, ridge, ceilings
7 BD-T Weather sheds, Replacing external window shutters
using scaffolding
8 BD-U Iron Work
9 BD-V Soil,waste, Vent and Rain water pipes and mild steel
tanks.
10 BD-W External Guniting.
d. For the items required to be carried out in the respective floors other than those
specified above, following rates of percentage increase shall be adopted.
Sr No Floor Average percentage by which rate is to be increased.
I Ground & First Nil
II Second Floor 0.35%
III Third Floor 0.75%
IV Fourth Floor 1.20%
Add 0.45% for further each additional floor.
e. The percentage increase to be applied for items like water proofing treatment, storage
tank, parapet wall with coping, stair case, Lift room with slab and plastering, painting
to be carried out in the terrace shall be at the same rates of the floor next below.
f. R.C.C. Design shall be modified accordingly where, AAC (Autoclaved Aerated Block )
Block masonry is considered for superstructure, as these block are light in weight,
dead load of Masonry shall be considered according to light weight of AAC blocks so
that overall saving may be Achieved in RCC Structure.
g. The Anti Corrosive Treatment shall not be considered additionally if HCRM (High
Corrosion Resistance Marine) TMT FE 500 from SAIL or FE 500D CRS (Corrosion
Resistance Steel) TMT steel from TATA TISCON is considered while framing the
estimate.
h. CPVC items shall only be considered in Estimates of Health Department works.
[25 . ROAD WORKS, BRIDGES C.D. & SAKAV WORKS
The various rates in the D.S.R. are inclusive of following initial leads (unless
otherwise specifically mentioned in the items) –
a) For items of supplying stone metal,Rubble (15cm. to
23cm.)
Initial lead 50
meters
b) Supplying soft/Hard murum & earth for embankment Initial lead 50
meters.
c) For Bituminous construction works no lead for asphalt and 5.00 km. initial
lead for metal/aggregates is considered.
d) For all items of cement concrete, plain or reinforced cement concrete, stone
masonry the initial lead for metal, sand, stone, cement & steel is considered
as 5.00 km.
e) For working out items of additional leads more than 5.00 km., the estimate
should be prepared for actual leads by deducting initial lead charges of 5.00
km. for all completed items.
26. E.G.S. works like earthwork in embankment, Items following the specifications
mentioned in Rd-13 Page No.194 shall invariably be used while framing the
estimate.
27. The D.S.R. rates for bridge items are for works in normal conditions of site.
Wherever bridges are to be constructed in special site conditions, such as bridge
on creek having tidal effect / in standing water of perennial river, the detailed
rate analysis shall be prepared and the same shall be got approved from the
concerned Superintending Engineer.
28. The rates of R.C.C. pipes shall be adopted as per prevalent MSSIDC rate contract,
for preparation of estimates. (Rate Contract No. NO. MSSIDC/ MRK/ RCT/2013-
14/ DT.4/3/2014)
29. The Anti Corrosive Treatment shall not be considered additionally if HCRM
(High Corrosion Resistance Marine) TMT FE 500 from SAIL or FE 500D CRS
(Corrosion Resistance Steel) TMT steel from TATA TISCON is considered while
framing the estimate.
30. CONCRETE ITEMS.
The rates of Cement concrete items are based on Standard Consumption . For
structural concrete works, minimum grade for plain cement concrete & reinforced
cement concrete shall be adopted as per IS 456-2000. For R.C.C. works Mix design
shall be done as per requirement of IS 456-2000 and IS 10620
31. TRANSPORTATION CHARGES :
a. Lead charges for various material are given in statement C 1 and these
charges are including loading and unloading charges, hence loading and
unloading charges should not be separately added.
b. Lead charges are given in the statement C-1 for major items such as lime,
murum, earth, building rubble, sand, stone aggregate, soling stone, concrete
blocks, timber, cement, steel, bulk asphalt, bricks, Roofing tiles,all types of
flooring, RCC pipes etc.
c. Statement C-2 is for loading, unloading and stacking charges.
d. Transportation charges of initial lead upto 50 metre is Rs. 31.35/cum.
e. For transportation of bulk/packed bitumen, transportation charges including
heating if required, loading & unloading etc. shall be taken as Rs.8.75 per
M.T./ 1 Km. beyond 200 kms.
f. For H.T.S. Strands transportation charges including loading unloading shall
be taken as Rs.1.50/MT/Km beyond 200 Km.
32. For concrete, masonary & plastering items if Artificial sand, (Crushed sand
approved from laboratory) is considered while framing the estimate, rates
shall be worked out accordingly.
DSR APPROVED VIDE S.E.R.C. LETTER NO
RTN/PWC/DB/017/DSR/2014
-2015/ C-156/4851, DT.5th Aug 2014 AND VALID UPTO 4th Aug 2015.
APPROVED FOR THE YEAR 2014-2015.
Place : Ratnagiri
Dated : 5/8/2014.
Sd/-
(R.S.Bobade)
Executive Engineer
North Ratnagiri P.W.Division Ratnagiri
Sd/-
(A.V.Kamble)
Executive Engineer
Chiplun P.W.Division, Chiplun
Sd/-
(Smt.C.M.Naik)
Executive Engineer
Kudal P.W.Division,Kankavali
Sd/-
( P.B.Shinde)
Executive Engineer
Sawantwadi P.W.Division,Sawantwadi
Sd/-
( P.V.Valvi)
Executive Engineer
Road Project Division, Ratnagiri
Sd/-
(Raosaheb S. Bobade)
Superintending Engineer,
Ratnagiri P.W.Circle, Ratnagiri
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
BUILDING WORKS
Bd - A : Excavation
1 Excavation for foundation in _______ including removing the
excavated materials upto a distance of 50 metres beyond
the building area and lift as specified, stacking and spreading
as directed including dewatering unless provided elsewhere,
preparing the bed for the foundation and necessary
backfilling, ramming, watering complete including shoring
and strutting.
Spec. No.:BDA 1 to 3 Page No. 13
A) Earth Soil of all type of Sand, Gravel, Soft Murum
i) Lift upto 1.50 Metres Cu.M. 200.00 170.00
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 219.00 164.00
iii) Lift above 3.00 Metres Cu.M. 219.00 164.00
B) Hard Murum
i) Lift upto 1.50 Metres Cu.M. 219.00 164.00
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 238.00 185.00
iii) Lift above 3.00 Metres Cu.M. 248.00 185.00
BDA 1 to
3
C) Hard Murum & Boulder
i) Lift upto 1.50 Metres Cu.M. 257.00 184.00
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 295.00 223.00
iii) Lift above 3.00 Metres Cu.M. 305.00 223.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2 Excavation for foundation in ________ including removing
the excavated materials upto a distance of 50 metres
beyond the building area and lift as specified, stacking as
directed including dewatering unless provided elsewhere,
preparing the bed for the foundation and necessary
backfilling with available earth, murum, ramming, watering
complete excluding shoring and strutting.
Spec. No.:BDA 4 to 5 Page No. 13,BDA 6 to 7 Page No. 14
A) Soft Rock
i) Lift upto 1.50 Metres Cu.M. 475.00 425.00
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 580.00 542.00
B) Hard Rock by Blasting
i) Lift upto 1.50 Metres Cu.M. 785.00 545.00
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 785.00 575.00
C) Hard Rock by Manual Method with wedging & chiselling
i) Lift upto 1.50 Metres Cu.M. 715.00 582.00
BDA 4 to
5
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 768.00 690.00
D) Hard Rock by Mechanical Means with hydraulic
excavator & Rock Breaker.
i) Lift upto 1.50 Metres Cu.M. 680.00 225.00
ii) Lift from 1.50 Metres to 3 Metres Cu.M. 745.00 235.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
3 Filling in plinth and floors with approved excavated
materials in 15cm to 20cm layers including watering and
compaction complete.
Cu. M. 100.00 92.00
Bd. A-10 Spec. No.:BDA 10 Page No. 18
4 Filling in plinth and floors with contractor's murum in 15 cm
to 20 cm layers including watering, compaction complete.
(Initial 5 Km. Lead)
Cu. M. 564.00 80.00
Bd. A-11 Spec. No.:BDA 11 Page No. 18,19
5 Providing soling using 80mm size trap metal in layers of 15
cm each including filling voids with sand, ramming, watering
etc. complete.
Cu. M. 978.00 240.00
Bd. A-12 Spec. No.:BDA 12 Page No. 19,20
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - B : Pile foundation
1 Providing M-25 R.C.C. cast in situ bored piles using minimum
cement quantity at the rate of 300 Kg. per cum., Each of
load-capacity as per design and of specified diameter or as
directed, placed through steel shell sunk to the required
depth through all strata except hard rock, excluding
provision of reinforcement, including placing concrete by
tremie arrangement, compaction of concrete and withdrawl
of shell including chippings, dressing of R.C.C. piles cleaning
the reinforcement etc. complete.
Spec. No.:BDB -2 Page No. 30
i) 325 mm diameter R. M. 1505.00 435.00
ii) 350 mm diameter R. M. 1520.00 450.00
iii) 400 mm diameter R. M. 1655.00 478.00
iv) 450 mm diameter R. M. 1875.00 515.00
v) 475 mm diameter R. M. 1995.00 533.00
vi) 500 mm diameter R. M. 2125.00 554.00
vii) 525 mm diameter R. M. 2345.00 575.00
viii) 550 mm diameter R. M. 2475.00 595.00
ix) 600 mm diameter R. M. 2780.00 645.00
x) 625 mm diameter R. M. 3055.00 610.00
xi) 650 mm diameter R. M. 3215.00 695.00
xii) 750 mm diameter R. M. 3925.00 810.00
xiii) 800 mm diameter R. M. 4395.00 875.00
xiv) 825 mm diameter R. M. 4605.00 905.00
xv) 900 mm diameter R. M. 5262.00 1015.00
xvi) 975 mm diameter R. M. 6080.00 1130.00
xvii) 1000 mm diameter R. M. 6325.00 1170.00
xviii) 1050 mm diameter R. M. 6840.00 1255.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
xix) 1100 mm diameter R. M. 7420.00 1255.00
Bd. B- 2 xx) 1200 mm diameter R. M. 8500.00 1255.00
2 Providing M-30 R.C.C._______ diameter cast in situ bored
piles using minimum cement quantity at 460 Kg. per cum.,
Each of load-capacity as per design and of specified diameter
or as directed, placed through steel shell sunk to the
required depth through all strata except hard rock, excluding
provision of reinforcement, including placing concrete with
tremie arrangement, compaction of concrete and withdrawl
of shell including chippings, dressing of R.C.C. piles cleaning
the reinforcement etc. complete.
Spec. No.:BDB -2 Page No. 30
i) 325 mm diameter R. M. 1535.00 435.00
ii) 350 mm diameter R. M. 1608.00 450.00
iii) 400 mm diameter R. M. 1833.00 475.00
iv) 450 mm diameter R. M. 1910.00 515.00
v) 475 mm diameter R. M. 2160.00 530.00
vi) 500 mm diameter R. M. 2185.00 555.00
vii) 525 mm diameter R. M. 2390.00 575.00
viii) 550 mm diameter R. M. 2568.00 595.00
ix) 600 mm diameter R. M. 2845.00 645.00
x) 625 mm diameter R. M. 3120.00 670.00
xi) 650 mm diameter R. M. 3290.00 695.00
xii) 750 mm diameter R. M. 4025.00 810.00
xiii) 800 mm diameter R. M. 4508.00 875.00
xiv) 825 mm diameter R. M. 4730.00 910.00
xv) 900 mm diameter R. M. 5405.00 1015.00
xvi) 975 mm diameter R. M. 6245.00 1130.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
xvii) 1000 mm diameter R. M. 6500.00 1170.00
xviii) 1050 mm diameter R. M. 7030.00 1255.00
xix) 1100 mm diameter R. M. 7632.00 1255.00
Bd. B- 2 xx) 1200 mm diameter R. M. 8753.00 1255.00
3 Chipping and dressing of the R.C.C. piles upto 0.6 m.
including cleaning reinforcement and removal of dismentled
materials etc. for providing pils caps.
No. 452.00 400.00
Spec. As directed by Engineer-In-Charge.
4 Providing bentonite slurry process for various diameter of
piles.
Spec. As directed by Engineer-In-Charge.
a) upto 650 mm. Diameter R. M. 85.00 9.00
b) above 650 mm. Diameter R. M. 97.00 9.00
5 Chiselling through pile sheets in hard strata like boulders,
soft and hard rocks including removing and stacking the
loose materials etc. complete and disposing of the
unserviceable materials.
Spec. As directed by Engineer-In-Charge.
a) upto & inclusive of 550 mm diameter Rig
Hour
333.00 333.00
b) Beyond 550 mm and upto & inclusive of 750 mm dia Rig
Hour
444.00 444.00
6 Carrying out load test for 1.5 times the proposed safe
working load on the pile in driven position upto
______________including construction of test cap, use of
accessories and instruments including providing graphs as
per I.S. code or Std. Specifications and dismantling the cap
etc. and cleaning the site complete.
i) upto 400 mm diameter No. 34452.00 0.00
ii) above 400 mm to 550 mm diameter No 44828.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
iii) above 550 mm to 650 mm diameter No 65759.00 0.00
iv) above 650 mm to 750 mm diameter No 83404.00 0.00
v) above 750 mm to 825 mm diameter No 105208.00 0.00
vi) above 825 mm to 900 mm diameter No 124346.00 0.00
vii) above 900 mm diameter No 158131.00 0.00
Bd.B-4 Spec. No.: Bd.B-4 Page No. 31
7 Empty boring for 325 to 400 mm dia bored R.C.C. cast in situ
piles including withdrawal of sheel, removal of earth to a
distance of 50 metres etc. complete.
Rmt 297.00 0.00
Spec. As directed by Engineer-In-Charge.
8 Empty boring for 425 to 500 mm dia bored R.C.C. cast in situ
piles including withdrawal of sheel, removal of earth to a
distance of 50 metres etc. complete.
Rmt 338.00 0.00
Spec. As directed by Engineer-In-Charge.
9 Empty boring for 525 to 600 mm dia bored R.C.C. cast in situ
piles including withdrawal of sheel, removal of earth to a
distance of 50 metres etc. complete.
Rmt 350.00 0.00
Spec. As directed by Engineer-In-Charge.
10 Empty boring for 625 to 700 mm dia bored R.C.C. cast in situ
piles including withdrawal of sheel, removal of earth to a
distance of 50 metres etc. complete.
Rmt 388.00 0.00
Spec. As directed by Engineer-In-Charge.
11 Empty boring for 725 t0 1050 mm dia bored R.C.C. cast in
situ piles including withdrawal of sheel, removal of earth to a
distance of 50 metres etc. complete.
Rmt 446.00 0.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - C : Structural steel work
1 Providing and fabricating structural steel work in rolled
sections like joist, channels, angles, tees etc. as per detailed
design and drawings or As directed by Engineer-In-Charge.
including cutting, fabricating, hoisting, erecting, fixing in
position making riveted/bolted/welded connections with
connecting plates, braces etc. and includng one coat of
anticorrosive paint and over it two coats of painting of
approved quality and shade complete.
M.T. 70750.00 7998.00
Bd. C- 1 Spec. No.:BDC - 1 Page No. 51
2 Providing and fabricating structural steel work in rolled
sections fixed with connecting plates or anlge or angle cleats
in main and cross beams, hip and jack rafters, purlins
connecting to truss members and the like, as per detailed
design and drawings or As directed by Engineer-In-Charge.
including cutting, fabricating, hoisting, erecting, fixing in
position, making riveted/bolted/welded connections and
one coat of anticorrosive paint followed by two coats of oil
painting of approved quality and shade complete.
M.T. 69900.00 7633.00
Bd. C-2 Spec. No.:BDC - 2 Page No. 51
3 Providing structural steel work in single stanchions
composed of R.S.J. channel etc. with caps bases, mild steel
plates, angle brackets, cleats, gusset plates, anchor bolts etc.
as per detailed design and drawings or as directed, including
cutting fabrication, hoisiting, erecting & fixing in position,
making riveted/bolted/ welded connection and one coat of
anticorrosive paint and over it two coats of oil painting of
approved quality and shade complete.
M.T. 69500.00 7165.00
Bd. C-5 Spec. No.:BDC - 5 Page No. 53
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
4 Providing structural steel work in trusses, other similar
trussed purlins and members with all bracing, gusset plates
etc. as per detailed design and drawings or As directed by
Engineer-In-Charge., including cutting, fabricating, hoisting,
erecting fixing in position, making riveted/bolted/welded
connection and one coat of anticorrosive paint and over it
two coats of oil painting of approved quality and shade
complete.
M.T. 80850.00 19139.0
0
Bd. C-7 Spec. No.:BDC -7 Page No. 54
5 Providing Gas or Electrical Welding / as per IS std. for
structural steel sections, plates as per detailed drawing for
less than 10 mm thick section.
Cm. 4.00 1.00
Spec. As directed by Engineer-In-Charge.
6 Providing structural steel work in Mild Steel tubular hollow
rectangular/ square sections of approved make as per
detailed design and drawings or as directed, including
cutting fabrication, hoisiting, erecting & fixing in position,
making riveted/bolted/ welded connection and one coat of
anticorrosive paint and over it two coats of oil painting of
approved quality and shade complete.
M.T. 85750.00 8000.00
Spec. As directed by Engineer-In-Charge.
7 Providing structural steel work in Galvanised Iron tubular
hollow rectangular/ square sections of approved make as
per detailed design and drawings or as directed, including
cutting fabrication, hoisiting, erecting & fixing in position,
making riveted/bolted/ welded connection and one coat of
anticorrosive paint and over it two coats of oil painting of
approved quality and shade complete.
M.T. 93000.00 8000.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - E : Plain Cement Concrete
1 Providing and laying in situ cement concrete in proporation
______ of trap metal for foundation and bedding, including
bailing out water manually plywood/ steel formwork,
compacting and curing complete.
Spec. No.:BDE -1 Page No. 69
A) With Form work.
a) 1:5:10 Cu. M. 3677.00 584.00
b) 1:4:8 Cu. M. 4010.00 584.00
c) 1:3:6 Cu. M. 4479.00 584.00
d) M-15 Cu. M. 5311.00 584.00
Bd. E -1 e) M-20 Cu. M. 5605.00 584.00
B) Without Form work.
a) 1:5:10 Cu. M. 3502.00 587.00
b) 1:4:8 Cu. M. 3838.00 587.00
c) 1:3:6 Cu. M. 4274.00 587.00
d) M-15 Cu. M. 5104.00 587.00
Bd. E -1 e) M-20 Cu. M. 5399.00 587.00
2 Providing and casting in situ cement concrete ___ of trap
metal for steps, including plywood/steel formwork,
compacting, roughening the exposed faces if special finish is
to be provided and curing complete.
Spec. No.:BDE -2 Page No. 70
a) M-15 Cu. M. 5609.00 587.00
Bd. E -2 b) M-20 Cu. M. 5897.00 587.00
3 Providing and casting in situ cement concrete ____ of trap
metal for coping to plinth or parapet, moulded or
chamferred as per drawings or As directed by Engineer-In-
Charge., roughening the exposed faces if special finish is to
be provided and curing complete.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.:BDE -3 Page No. 71
a) M-15 Cu. M. 5906.00 682.00
Bd. E -3 b) M-20 Cu. M. 6271.00 682.00
4 Providing and casting in situ cement concrete ____ of trap
metal for bed block, foundation blocks and such other
items, including bailing out water manually plywood/steel
formwork, compacting, roughening the exposed faces if
specials finish is to be provided and curing complete.
Spec. No.:BDE -4 Page No. 72
a) M-15 Cu. M. 5573.00 587.00
Bd. E -4 b) M-20 Cu. M. 5874.00 587.00
5 Providing and casting in situ cement concrete ____ of trap
metal for plain or moulded sills, cornice jambs, block in
course or architrares of required size and shape, including
centering, plywood/steel formwork compacting, roughening
the exposed faces if special finish is to be provided and
curing.
Spec. No.:BDE -5 Page No. 73
a) M-15 Cu. M. 5780.00 587.00
Bd. E -5 b) M-20 Cu. M. 6078.00 587.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - F : Reinforced cement concrete
1 Providing and casting in situ cement concrete _____ of trap
metal for R.C.C. pile caps as per detailed designs and
drawings, including bailing out water manually, centering,
plywood/steel formwork compacting, finishing and curing
complete.Including C.C. Cover Blocks of required size at the
rate of 27 Nos per 10 Sqm to reinforcement to giva a clear
cover as per IS 456-2000(Excluding steel reinforcement).
Including admixtures/plasticizers/ water proofing agents etc
complete)
Spec. No.:BDF -1 Page No. 87
a) M-20 Cu. M. 6034.00 825.00
b) M-25 Cu. M. 6238.00 821.00
Bd. F -1 C) M-30 Cu. M. 6443.00 812.00
2 Providing and casting in situ cement concrete ____ of trap
metal for R.C.C. work like raft, grillage, strip, foundations
and footing of R.C.C. Columns and steel stanchions,
including bailing out water manually, centering,
plywood/steel formwork compacting, finishing and curing
complete.Including C.C. Cover Blocks of required size at the
rate of 27 Nos per 10 Sqm to reinforcement to giva a clear
cover as per IS 456-2000(Execluding steel reinforcement)
Including admixtures/plasticizers/ water proofing agents etc
complete)
Spec. No.:BDF -3 Page No. 83
a) M-20 Cu. M. 6034.00 825.00
b) M-25 Cu. M. 6238.00 821.00
Bd. F -3 C) M-30 Cu. M. 6443.00 822.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
3 Providing and casting in situ cement concrete ____ of trap
metal for R.C.C. columns as per detailed designs and
drawings or As directed by Engineer-In-Charge., including
centering, plywood/steel formwork compacting, roughening
the surface if special finish is to be provided and curing
complete. Including Providing and placing C.C. cover blocks
of required size at 1.50 metres centre to centre near the
edge of each side and at cente when the width is more than
75 cm to reinfocement to give a clean cover of 40 mm to 65
mm from all sides as per I.S.456-2000 (Excluding steel
reinforcement) Including admixtures/plasticizers/ water
proofing agents etc complete)
Spec. No.:BDF -5 Page No. 91
For Column Height upto 4.00 Mt.
a) M-20 Cu. M. 7454.00 1052.00
b) M-25 Cu. M. 7658.00 1052.00
Bd. F -5 C) M-30 Cu. M. 7862.00 1052.00
For Column Height above 4.00 Mt.
a) M-20 Cu. M. 8712.00 1421.00
b) M-25 Cu. M. 8917.00 1421.00
Bd. F -5 C) M-30 Cu. M. 9120.00 1421.00
4 Providing and casting in situ cement concrete ____ of trap
metal for R.C.C. Beams and Lintels as per detailed drawings
and designs or As directed by Engineer-In-Charge., including
centering plywood/steel formwork compacting, roughening
the surface if special finish is to be provided and curing
complete.Including Providing and placing in position C.C.
cover blocks of required size at 90cm centre to centre to
each main bottom bars and to stirrups at sides to give
required clear cover from all sides as per I.S.456-2000
Excluding steel reinforcement.) Including
admixtures/plasticizers/ water proofing agents etc
complete)
Spec. No.:BDF -6 Page No. 91
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
For Beam Height upto 4.00 Mt.
a) M-20 Cu. M. 7467.00 1359.00
b) M-25 Cu. M. 7671.00 1359.00
Bd. F -6 C) M-30 Cu. M. 7876.00 1359.00
For Beam Height above 4.00 Mt.
a) M-20 Cu. M. 8606.00 1802.00
b) M-25 Cu. M. 8613.00 1802.00
Bd. F -6 C) M-30 Cu. M. 9016.00 1802.00
5 Providing and casting in situ cement concrete ___ of trap
metal for R.C.C. Slabs and landings of all thickness as per
detailed drawings and designs, including centering,
plywood/steel formwork compacting, roughening the
surface if special finish is to be provided and curing
complete. Including Providing and placing C.C. cover block of
required size at the rate of 27 Nos. per 10 Square Metre to
reinforcement to give a clear cover as per I.S.456-2000
(Excluding steel reinforcement) Including
admixtures/plasticizers/ water proofing agents etc
complete)
Spec. No.:BDF -8 Page No. 93
For slab Height upto 4.00 Mt.
a) M-20 Cu. M. 7893.00 1484.00
b) M-25 Cu. M. 8107.00 1484.00
Bd. F -8 C) M-30 Cu. M. 8305.00 1484.00
Bd. F -8 For slab Height above 4.00 Mt.
a) M-20 Cu. M. 9229.00 1914.00
b) M-25 Cu. M. 9492.00 1914.00
C) M-30 Cu. M. 9697.00 1914.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
6 Providing and casting in situ cement concrete _____ of trap
metal for R.C.C. chhajja as per detailed designs and
drawings, including centering, plywood/steel formwork
compacting, roughening the surface if special finish is to be
provided and curing complete. Including Providing and
placing C.C. cover block of required size at the rate of 27
Nos. per 10 Square Metre to reinforcement to give a clear
cover as per I.S.456-2000 (Excluding steel reinforcement)
Including admixtures/plasticizers/ water proofing agents etc
complete)
Spec. No.:BDF -9 Page No. 95
a) M-20 Cu. M. 7597.00 1383.00
b) M-25 Cu. M. 7801.00 1383.00
Bd. F -9 C) M-30 Cu. M. 8000.00 1383.00
7 Providing and casting in situ cement concrete ___ of trap
metal for R.C.C. canopy as per detailed designs and
drawings, including centering, plywood/steel formwork
compacting roughening the surface if special finish is to be
provided and curing complete. Including Providing and
placing C.C. cover block of required size at the rate of 27
Nos. per 10 Square Metre to reinforcement to give a clear
cover as per I.S.456-2000 (Excluding steel reinforcement).
Including admixtures/plasticizers/ water proofing agents etc
complete)
Bd. F -10 Spec. No.:BDF -10 Page No. 96
a) M-20 Cu. M. 8026.00 1410.00
b) M-25 Cu. M. 8230.00 1410.00
C) M-30 Cu. M. 8435.00 1410.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
8 Providing and casting in situ cement concrete ____ of trap
metal for R.C.C. waist slabs, steps and parapet as per
detailed drawings for staircases, including centering,
plywood/steel formwork compacting, roughening the
surface if special finish is to be provided and curing
complete. Including Providing and placing C.C. cover block
of required size at the rate of 27 Nos. per 10 Square Metre
to reinforcement to give a clear cover as per I.S.456-
2000(Excluding steel reinforcement) Including
admixtures/plasticizers/ water proofing agents etc
complete)
Bd. F -13 Spec. No.:BDF -13 Page No. 97
a) M-20 Cu. M. 7613.00 1484.00
b) M-25 Cu. M. 8044.00 1484.00
C) M-30 Cu. M. 8248.00 1484.00
9 Providing and casting in situ cement concrete ____ of trap
metal for R.C.C. pardi 75mm thick, including centering
plywood/steel formwork compacting, roughening the
surface if special finish is to be provided and curing
complete. Including Providing and placing in position C.C.
cover blocks of required size at 90cm centre to centre to
each main bottom bars and to stirrups at sides to give
required clear cover from all sides as per I.S.456-2000
(Excluding steel reinforcement) Including
admixtures/plasticizers/ water proofing agents etc
complete)
Bd. F -11 Spec. No.:BDF -11 Page No. 96
a) M-20 Cu. M. 9272.00 1753.00
b) M-25 Cu. M. 9469.00 1753.00
C) M-30 Cu. M. 9609.00 1753.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
10 Providing and casting in situ cement concrete ___ of trap
metal for R.C.C. fins 65 mm thick in position as shown in
drawings or As directed by Engineer-In-Charge, including
centering formwork, compacting, roughening the surface if
special finish is to be provided and curing complete.
Including Providing and placing in position C.C. cover blocks
of required size at 90cm centre to centre to each main
bottom bars and to stirrups at sides to give required clear
cover from all sides as per I.S.456-2000 (Excluding steel
reinforcement) Including admixtures/plasticizers/ water
proofing agents etc complete)
Bd. F -16 Spec. No.:BDF -16 Page No. 98
a) M-20 Cu. M. 9615.00 1753.00
b) M-25 Cu. M. 9754.00 1753.00
C) M-30 Cu. M. 9827.00 1753.00
11 Providing and fixing in position Steel bar reinforcement of
various diameters in all positions for R.C.C. pile caps,
footings, foundations, slabs, beams, columns, canopies,
staircases, newels, chajjas, lintels, pardies, coping, fins,
arches, etc. as per detailed designs, drawings and schedules,
including cutting, bending, hooking the bars, binding with
wires or tack welding and supporting as required complete.
(5 Kms. Lead)
Bd. F -17 Spec. No.:BDF -17 Page No. 98
a) M.S.BAR M.T. 62250.00 8000.00
b) With approved brand of TMT FE 500 M.T. 62975.00 8000.00
c) TMT Bar FE 500 HCRM from SAIL CRS FE 500 D from
TATA Tiscon
M.T. 69265.00 8000.00
Note : Where item no 11(c) considered in estimate, Anti
Corrosive Treatment Shall not be considered additionaly.
HCRM : High Corrosion Resistance Marine.
CRS : Corrosion Resistance Steel.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
12 Providing and fixing in position after hoisting precast 1:2
cement mortar reinforced jali 50 mm thick of approved
design in cement mortar 1:3 and curing complete. (including
6 mm dia. mild steel bar reinforcement)
Sq.M. 732.00 60.00
Bd. F -20 Spec. No.:BDF -20 Page No. 100
13 Providing and casting in situ cement concrete of M--- grade
of trap /granite / gneiss/ quartzite metal for R.C.C. arches
with skew backs as per detailed design and drawings or as
directed including steel centering, plywood/steel formwork,
steel props, compaction, finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give
a smooth and even surface or roughening the surface if
special finish is to be provided and curing etc. complete.
Including Providing and placing C.C. cover block of required
size at the rate of 27 Nos. per 10 Square Metre to
reinforcement to give a clear cover as per I.S.456-2000
(Excluding reinforcement) The Cement Mortar 1:3 plaster is
considered for rendering uneven and honey combed surface
only. Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will not be
allowed) Including admixtures/plasticizers/ water proofing
agents etc complete)
Spec.No.: Bd.F.15/Page No.93/I.S. 456 (2000)
M - 20 Cum 8780.00 1230.00
BDF-15 M - 25 Cum 8925.00 1230.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
14 Providing and casting in situ cement concrete of M --- of trap
metal for RCC grid beam with slab as per detailed design
and drawing with centering, plywood form work,
compacting, covering newly laid concrete by gunny bag,
plastic or tarpaulin, finishing the formed surface with C.M.
1:3 of sufficient minimum thickness to give smooth and even
surface or roughening them if special finish is to be provided
and curing (Excluding reinforcement) complete. Including
Providing and placing C.C. cover block of required size at the
rate of 27 Nos. per 10 Square Metre to reinforcement to give
a clear cover as per I.S.456-2000 (Wooden planks
shuttering will not be allowed) Including
admixtures/plasticizers/ water proofing agents etc
complete)
Additional Item Spec No.: As directed by Engineer-in-charge.
a) M - 20 Cu.M 9144.00 1750.00
b) M - 25 Cu.M 9349.00 1750.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
15 Providing and casting in situ cement concrete of M 20 grade
of trap / quartzite /granite /gneiss metal for R.C.C.newel
posts of staircase as per detailed design and drawings
including steel centering, plywood / steel formwork, steel
props, compaction, finishing uneven and honeycombed
surface with C.M.1:3 of sufficient minimum thickness to give
a smooth and even surface or roughening the surface if
special finish is to be provided and curing etc. complete.
Including Providing and placing in position C.C. cover blocks
of required size at 90cm centre to centre to each main
bottom bars and to stirrups at sides to give required clear
cover from all sides as per I.S.456-2000 (Excluding
reinforcement) The Cement Mortar 1:3 plaster is considered
for rendering uneven and honeycombed surface only.
(Newly laid concrete shall be covered by gunny bag, plastic,
tarpaulin etc.) (Wooden centering will not be allowed)
Including admixtures/plasticizers/ water proofing agents etc
complete)
Spec.No.: Bd.F.14/Page No.97/I.S. 456 (2000)
a) M - 20 Cu.M 7868.00 1325.00
BdF 14 b) M - 25 Cu.M 8085.00 1325.00
16 Providing and fixing in position in R.C.C. slab during laying
rectangular 2 mm thick M.S. Sheet iron box 180 mm x 100
mm and of required depth with holes or notches as required,
bottom and top lids of 1.6 mm thick M.S. sheet fixed with
3.5 mm dia round head Screwed together with Fan dia.M.S.
bar bent to shape with hooked ends (for fan hooks) as per
standard design including painting to exposed portion
complete.
Number 61.00 10.00
Additional Item Spec No.: As directed by Engineer-in-charge.
17 Adding Melamine based admixture to have water reducing
air entraining superplastisizier property to comply with
I.S.9103/1979 at 0.40% of cement or as per approved
manufacturer's specifications. )
Cu.M. 185.00 69.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Additional Item Spec No.: As directed by Engineer-in-charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - G : Brick work
1 Providing Second Class Burnt Brick masonry with
conventional / I.S. type bricks in cement mortar 1:6 in
foundations and plinth of inner walls & external walls,
including bailing out water manually, striking joints on
unexposed faces, racking out joints on exposed faces and
watering complete.
Cu. M. 4567.00 686.00
Bd. G -1 Spec. No.:BDG -1 Page No. 265
1a Providing Fly Ash Brick masonry with conventional / I.S. type
bricks with all surfaces form finished in cement mortar 1:6
in foundations and plinth of inner walls & external walls,
including bailing out water manually, striking joints on
unexposed faces, racking out joints on exposed faces and
watering complete. (Including all leads and lifts. (No extra
lead shall be added.)
Cu. M. 7412.00 690.00
Bd. G -1 Spec. No.:BDG -1 Page No. 313
2 Providing Second Class Burnt Brick masonry with
converntional/I.S. type bricks in cement mortar 1:6 in
superstructure, including striking joints, racking out joints,
watering and scaffolding complete(at site)
Cu. M. 5229.00 833.00
Bd. G -5 Spec. No.:BDG -5 Page No. 268
2a Providing Fly Ash Brick masonry converntional/I.S. type
bricks with all surfaces form finished in cement mortar 1:6
in superstructure, including striking joints, racking out joints,
watering and scaffolding complete(at site) (Including all
leads and lifts.(No extra lead shall be added.)
Cu. M. 7747.00 835.00
Bd. G -5 Spec. No.:BDG -5 Page No. 315
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
3 Providing Second Class Burnt Brick masonry with
conventional / I.S. type bricks in cement mortar 1:4 in half
brick thick wall including mild steel longitudinal
reinforcement of 2 bars of 6mm diameter / 2 hoop iron
strips 25mm x 1.6 mm painted with anticorrosive paint at
every third course properly bent and bonded at ends,
scaffolding, racking out joints and watering complete.
Sq. M. 971.00 105.00
Bd. G -7 Spec. No.:BDG -7 Page No. 269
3a Providing Fly Ash Brick masonry with conventional / I.S. type
bricks with all surfaces form finished in cement mortar 1:4
in half brick thick wall including mild steel longitudinal
reinforcement of 2 bars of 6mm diameter / 2 hoop iron
strips 25mm x 1.6 mm painted with anticorrosive paint at
every third course properly bent and bonded at ends,
scaffolding, racking out joints and watering complete. (No
extra lead shall be added.)
a) 150mm thickness wall Sq. M. 1443.00 105.00
b) 100mm thickness wall Sq. M. 1645.00 105.00
Bd. G -7 Spec. No.:BDG -7 Page No. 316
4 Providing Second class Burnt Brick masonry with
conventional/I.S. type bricks in cement mortar 1:4 including
scaffolding, raking out joints and watering in pillars of
rectangular or square shapes as shown in the drawings. (No
extra lead shall be added.)
Cu. M. 5703.00 866.00
Bd. G -10 Spec. No.:BDG -10 Page No. 271
4a Providing Fly Ash Brick masonry with conventional/I.S. type
bricks with all surfaces form finished in cement mortar 1:4
including scaffolding, raking out joints and watering in pillars
of rectangular or square shapes as shown in the drawings.
(Including all leads and lifts. no extra lead shall be added.)
Cu. M. 8050.00 866.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd. G -10 Spec. No.:BDG -10 Page No. 318
5 Providing Second class Burnt Brick masonry with
conventional/I.S. type bricks in cement mortar 1:4 including
scaffolding, raking out joints and watering in pillers of curved
shape as shown in the drawing.
Cu. M. 5730.00 866.00
Bd. G -10 Spec. No.:BDG -10 Page No. 271
5a Providing Fly Ash Brick masonry with conventional/I.S. type
bricks with all surfaces form finished in cement mortar 1:4
including scaffolding, raking out joints and watering in pillers
of curved shape as shown in the drawing. (Including all leads
and lifts. (No extra lead shall be added.)
Cu. M. 8095.00 866.00
Bd. G -10 Spec. No.:BDG -10 Page No. 318
6
Bd-G-13
Providing Second class Burnt Brick masonry coping of
conventional/ I.S. type bricks in C.M. 1:6 of rectangular
chamfered or other shape as per detailed drawings over
plinth, parapet wall including racking out joints and
watering complete.
Cu. M. 5362.00 839.00
Spec.No.: Bd.G.13/Page No.272
6a
Bd-G-13
Providing Fly Ash Brick masonry coping of conventional/ I.S.
type bricks with all surfaces form finished in C.M. 1:6 of
rectangular chamfered or other shape as per detailed
drawings over plinth, parapet wall including racking out
joints and watering complete. (Including all leads and lifts.
(No extra lead shall be added.)
Cu. M. 7540.00 839.00
Spec.No.: Bd.G.13/Page No.319
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - H : Stone masonry
1 Providing uncoursed rubble masonry of trap stones in
cement mortar 1:6 in foundation and plinth of inner wall,
including bailing out water manually, striking joints on
unexposed faces and watering complete.
Cu. M. 2874.00 380.00
Bd.H. -1 Spec. No.:BDH. -1 Page No. 293
2 Providing uncoursed rubble masonry of trap stones in
cement mortar 1:6 in superstructure, including racking out
joints when plastering is to be done / striking out joints,
watering and scaffolding.
Cu. M. 3026.00 419.00
Bd.H. -4 Spec. No.:BDH. -4 Page No. 293
3 Providing coursed rubble 2nd sort masonry using all stones
of full height in each course of trap stones in cement mortar
1:6 in external walls of plinth, including striking joints,
raking out joints, watering.
Cu. M. 4893.00 605.00
Bd.H.-11 Spec. No.:BDH. -11 Page No. 298
4 Providing coursed rubble 2nd sort masonry using all stones
of full height in each course of trap stones in cement mortar
1:6 in superstructure, including racking out joints when
plastering is to be done / striking out joints, watering and
scaffolding.
Cu. M. 5277.00 605.00
Bd. H. -
12
Spec. No.:BDH. -12 Page No. 298
5 Providing coursed rubble masonry 1st sort of trap stones in
cement mortar 1:6 in superstructure including raking out
joints on the inside when plastering is to be done scaffolding
etc. complete.
Cu. M. 4789.00 636.00
Bd. H.-14 Spec. No.:BDH. -14 Page No. 299
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
6 Providing coursed rubble masonry 1st sort for piller of trap
stones in cement mortar 1:6 including pointing with cement
mortar 1:3 scaffolding and watering etc. complete.
Cu. M. 3232.00 773.00
Bd. H.-30 Spec. No.:BDH. -30 Page No. 307
7 Providing random rubble masonry 2nd sort of trap stones in
cement mortar 1:6 in superstructure, raking out joints when
no pointing or plastering is to be done on the inside,
watering and scaffolding complete.
Cu. M. 3031.00 422.00
Bd. H. -7 Spec. No.:BDH. -7 Page No. 297
8 Providing laterite stone masonry in cement mortar 1:6 in
foundation and plinth including striking joints on the
unexposed faces and watering complete. (Laterite stone six
sides cut and thickness of mortar joints shall be 12mm max.)
Cu. M. 4103.00 1250.00
Bd.H-18 Bd-H-18 Page No.300
9 Providing laterite stone masonry in cement mortar 1:6 in
superstructure including racking out joints where plastering
is to be done watering and scaffolding complete. (Laterite
stone six sides cut and thickness of mortar joints shall be
12mm max.)
Cu. M. 4542.00 1623.00
Bd-H-19 Bd-H-19 Page No.301
10 Providing 15cm thick laterite stone masonary in cement
mortar 1:4 including scaffolding, racking out joints and
watering complete. ( Size of laterite stone 350mm x 275mm
x 150mm) (6 sides cut) (Mortar joint thickness not more than
12mm)
Sq.M. 1045.00 105.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - I : Block masonry
1 Providing and laying I.S. standard cememt concrete hollow
block 100 x 200 x 400 mm in cement mortar 1:6 for
superstructure including raking out joints, when plastering is
to be done/striking joints when no plastering is to be done,
curing and scaffolding etc. complete.
Sq. M. 480.00 145.00
Bd. I. -1 Spec. No.:BDI. -1 Page No.327
2 Providing and laying I.S. standard cememt concrete hollow
block 200 x 200 x 400 mm in cement mortar 1:6 for
superstructure including raking out joints, when plastering is
to be done/striking joints when no plastering is to be done
curing and scaffolding etc. complete.
Sq. M. 798.00 255.00
Bd. I. -1 Spec. No.:BDI. -1 Page No.327
3 Providing AAC (Autoclaved Aerated Concrete) block
masonry of approved manufacturer confirming to IS: 2185
Part III 1984 of size 625mm x 240mm and thickness 75mm,
100mm, 125mm, 150mm, 200mm, 230mm & 300mm in E-
mix jointing mortar (3-4mm thick) of approved
manufacturer for superstructure including racking out joints
where plastering is to be done watering and scaffolding
complete. All leads, lifts and prevailing taxes. (Note : R.C.C.
design shall be modified accordingly, where this item is
considered for masonary.)
Cu.M. 5858.00 562.00
Spec. As directed by Engineer-In-Charge.
SIZES AND SPECIFICATIONS OF AAC BLOCK
PARTICULARS UNITS SIZES
Size mm 625 x 240 x thickness
Thickness mm 75, 100, 125, 150 -
200- 300
Compressive Strength N/mm2 3.5 - 4.00 (IS - 2185)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Normal Dry Density Kg/m3 550 - 650
Sound Absorption Db upto 42
Fire Resistance Hrs 4 *
Thermal Conductivity 'K' w/m2k 0.16
Thermal Resistance K-m2/W 0.46
Heat Transmission coefficient 'u' w/m2k 2.13
Drying shrinkage % 0.04%
(Of the length of
block)
* For 200mm thick wall
Tentative requirement of blocks per cum of masonry
Sr.
No.
Size of AAC Block Volume of block Nos. of Block required for Cum
1 75 x 240 x 625 0.0113 88.49
2 100 x 240 x 625 0.015 66.66
3 125 x 240 x 625 0.0188 53.19
4 150 x 240 x 625 0.0225 44.44
5 200 x 240 x 625 0.03 33.33
6 225 x 240 x 625 0.034 29.41
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - J : WATER PROOFING
1 Providing and laying damp-proof course 50mm thick M-15
cement concrete layer and bitumen using cment with
approved water proofing compound at the rate of 1 kg per
50 kg of cement etc. complete.
Sq. M. 282.00 29.00
Bd. J. -2 Spec. No.:BDJ. -2 Page No.337
2 Providing and laying damp proof course 50mm thick of
Shahabad Stone and bitumen etc. complete.
Sq. M. 445.00 28.00
Bd. J. -2 Spec. No.:BDJ. -2 Page No.337
3 Providing and applying bitumen layer at 2kg/square metre
over terrace structural slab including cleaning the surface
for water proofing complete.
Sq. M. 110.00 11.00
Bd. J. -3 Spec. No.:BDJ. -3 Page No.338
4 Finishing the terrace slab integrally mixed with water
proofing compound in cement mortar 1:3 proporation with
20 mm thick layer, including curing, finishing using approved
water proofing compound at rate of 1 kg per 50 kg of
cement etc. complete.
Sq. M. 125.00 39.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5 Providing and laying water proofing treatment of 112 mm
average thickness consisting of 12 mm thick layer in cement
mortar 1:3 with water proofing compound at the rate of one
kilograme per bag of cement as base, constructing and laying
brick bat coba in cement mortar 1:5 with waterproofing
compound at the rate of one kilogramme per bag of
cement and having average thickness of 80mm and finishing
with 20 mm cement plaster layer in cement mortar 1:3 with
approved water proofing compound at the rate of one
kilogramme per cement bag, including all lead, lifts and laid
to proper slope to drain off water entirely inlcuding Watta at
the junction of parapet and work upto a height of 300 mm or
as directed and, including finishing the top layer of water
proofing treatment with false marking of 30 x 30cm or as
directed and covering the whole treatment with seven year's
guarantee, on requisite stamp paper etc.complete.
Sq. M. 880.00 280.00
Spec. As directed by Engineer-In-Charge.
6 Providing leak proof treatment by injection grounting
method to old floor without removing tiles of W.C./Bath
with approved water proofing compound of IS standard and
cement solution (fine sand, cement etc.) without breaking
tiles making holes, refilling and making them water tight
including making good the damages, cleaning etc. complete.
Sq. M. 285.00 33.00
Spec. As directed by Engineer-In-Charge.
7 Removing existing water proofing treatment from terrace
without damages to structure, levelling and cleaning the
surface for providing new specialised water proofing
treatment complete as directed.
Sq. M. 61.00 53.00
Spec. As directed by Engineer-In-Charge.
8 Providing waterproof plaster in W.C. and bath 20 mm thick
for dado in cement mortar 1:3 with neat finishing, floating
using approved waterproofing compound of IS Std. at the
rate of one kg per 50 kg of cement.
Sq. M. 280.00 99.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
9 Providing waterproofing in W.C. and bath including brick
bat coba in all positions consisting of specialised materials as
per IS Standard and covering 7 years guarantee including all
leads, lifts etc. complete.
Cu.M. 3390.00 2095.00
Spec. As directed by Engineer-In-Charge.
10 Providing waterproof bedding for flooring of bath and W.C.
25 mm thick in cement mortar 1:3 using 1 kg of approved
waterproofing compound of IS Std. per 50 kg of cement,
including levelling, curing etc. complete.
Sq. M. 170.00 90.00
Spec. As directed by Engineer-In-Charge.
11 Providing and applying water proof polymer coating for
external walls, slopping R.C.C. Roofs, in three coats to avoid
water penetration, Ultra-Violet effects of Sun-rays, Fungus
development and to protect the reinforcement from
corrosion in atmospheric effects. Cleaning the surface of
concrete by brushing with solvent and applying Chemical
Coating with primer and after 24 Hour interval applying 1st
coat, and after 24 Hours interval applying 2nd, 3rd and final
coat of approved shade, colour avoid smoking while painting
including necessary scaffolding etc. complete (With the
Permission of SE)
Sq. M. 357.00 35.00
Spec. As directed by Engineer-In-Charge.
12 Dr. Fixit Water Proofing..
a Providing and applying damp guard at internal walls to
prevent the fungas alige and dampness etc. including
preparing the old damaged surface by scrapping to remove
foreign matter and scaffoling if necessary etc. complete (Five
year guaranttee Bond Compulsory)
Sq. M. 385.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b Providing leak proof treatment by injection grouting
method to roofing slab/beams/walls without damaging the
existing structure with approved water proofing compound
of Dr.Fixit Damp Free (Silicon Base) making holes, refilling by
grouting pump and making them water tight including
making good the damages, cleaning etc. complete. (Five Year
graranttee Bond Compulsory)
Sq. M. 309.00 0.00
c Providing and applying DR.FIXIT New Coat in two coats to
external walls, roof slab at 0.5 lit/Sqmt per coat and
including one coat of DR FIXIT Heatshield at 0.33 lit/Sqmt to
prevent the leakages, fungus algae and dampness etc.
including preparing the old damaged surface by scrapping to
remove foreign matter and scaffolding if necessary etc.
complete (Five Year graranttee Bond Compulsory)
Sq. M. 710.00 0.00
Spec. As directed by Engineer-In-Charge.
13 Providing & laying perforated PVC 160 mm dia half
circumferance perforrated pipe as per standard
manufacturing practice, in proper line, level and slope
including necessary fitting etc complete.
Spec. No.: As directed by Engineer incharge.
Rmt 795.00 200.00
NEW ITEMS
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
1 Providing and laying Hyperplas standard or equivalent
polymeric multiple monolithic five layer water proofing
flexible, pliable and high tensile strength membrane (3
kg/sqm) & consist of centre core of 90 micron thick High
Molecular High density Polyethylene film (HMHDPE) which is
protected on both the side with polymeric mix. Applying the
membrane by thermofusing to roof & parapet after
applying thin film of hot blown bitumen 85/25 or 90/15
grade @ 1.2 kg/sqm maximum as per surface condition or
Hyperplas primer @ 250 gms/sqm as per site condition on
the surface to be treated with 10 cm overlapping including
finishing etc. complete and covering guarantee of 10 years
on stamp paper of Rs. 100/- and as directed by Engineerin-
charge. (Prior permission of S.E.in writing is necessary before
inclusion of this item in
estimate) Spec. No. As directed by Engineer-In-Charge
Sq.M 484.00 95.00
2 Providing and laying Hyperplas Aluminum or equivalent
polymeric multiple monolithic five layer water proofing
flexible, pliable and high tensile strength membrane (3
kg/sqm) which is comprise of top with "V" shape embossed
40 micron Aluminum foil to bear thermal expansion and
avoiding delamination & consist of centre core of 90 micron
thick High Molecular High density Polyethylene film
(HMHDPE) which is protected on both the side with
polymeric mix. Applying the membrane by mofusing to roof
& parapet after applying thin film of hot blown bitumen
85/25 or 90/15 grade @ 1.2 kg/sqm maximum as per surface
condition or Hyperplas primer @ 250 gms/sqm as per site
condition on the surface to be treated with 10 cm
overlapping including finishing etc. complete and covering
guarantee of 10 years on stamp paper of Rs. 100/- and as
directed by Engineer-in-charge. (Prior permission of S.E.in
writing is necessary before inclusion of this item in
estimate).
Spec. No. As directed by Engineer-In-Charge
Sq.M 612.00 137.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
3 Providing and laying mechanical protective layer over
water proofing membrane with cement screed plaster 1:5
after laying chicken mesh over membrane including curing
etc. complete 20 mm thick with cost of chicken mesh etc.
complete and covering 10 years guarantee on court stamp
paper of Rs.100/- including necessary testing specified by
Engineer (Prior permission of S.E. is necessary before
inclusion of this item in estimate)Spec. No. As directed by
Engineer-In-Charge
Sq.M 223.00 88.00
4 Providing Water proofing treatment to newly laid fully
cured concrete slab of terraces by applying first coat of
polymer modified semi-viscous paste prepared by mixing
polymer of approved make (such as Master Seal 550/ brush
bond / RoffSupercrete /Webercrete / Monobond /Perma
shield / Hypercrate / Master Crete M 81) and Cement in 1 : 2
proportion ( 1 litre polymer : 2 Kg. Cement) or Rohnex water
proofing system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water &
polymer jelly for second coat )to a neatly cleaned and dust
free concrete surface and upto 300 mm. over parapet wall
prepared by removing loose and deposited material with
brush and water, laying glass fibre mesh of 10 x 10
specification of approved make over tacky surface of first
coat of polymer followed by second coat in transverse
direction, sprinkling coarse sand over it, followed by
protective mechanical cover of 40 mm to 75 mm. thick
cement concrete of 1:2:3 proportion using coarse aggregate
of 10 MSA and water proofing compound of approved make
and polypropylene fibres @ 125gm per bag of cement within
it confirming to IS, in pannels of 3m/4m oras per site
condition & filling the joints with polt sulphide sealant(0.08
kg per sq.mt.) after curing including providing holler with
drip moulds at the junction and finishing the concrete
surface with neat cement slurry,polypropylene fibres @
125gm
Sq.M 980.00 170.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
per bag of cement within it confirming to IS, in pannels of
3m/4m oras per site condition & filling the joints with polt
sulphide sealant(0.08 kg per sq.mt.) after curing including
providing holler with drip moulds at the junction and
finishing the concrete surface with neat cement
slurry,incuding curing as directed and ponding the surface as
directed etc.complete ; covering 10 years guarantee against
leakproofness on court Fee stamp paper of Rs 100/-
(Note : for slanting length upto 5.00 m)
Spec No. As directed by Engineer-In-Charge
5 Providing Water proofing treatment to old terraces by
removing existing treatment, sealing of cracks by non shrink
crack fill compound applying first coat of polymer modified
semi-viscous paste prepared by mixing polymer of approved
make (such as Master Seal 550/ brush bond/ RoffSupercrete
/ Webercrete / Monobond / Perma shield / Hypercrate /
Master Crete M 81) and Cement in 1 : 2 proportion (1 litre
polymer : 2 Kg Cement )or Rohnex water proofing system in
two coats(1kg powder,700 ml water and polymer jelly for
first coat & 1 kg powder,500 ml water & polymer jelly for
second coat) to a neatly cleaned and dust free concrete
surface and upto 300 mm over parapet wall prepared by
removing loose and deposited material with brush and
water, laying glass fibre mesh of 10 x 10 specification of
approved make over tacky surface of first coat of polymer
followed by second coat in transverse direction, sprinkling
coarse sand over it, followed by protective mechanical cover
of 40 mm to 75 mm. thick cement concrete of 1:2:3
proportion using coarse aggregate of 10 MSA and water
proofing compound of approved make and polypropylene
fibres @ 125 gm per bag of cement within it conforming to
IS in pannels of 3m/4m
Sq.M 1050.00 200.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
or as per site condition & filling the joints with polt sulphide
ealant(0.08 kg per sq.mt.) after curing, including providing
holler with drip moulds at the junction and finishing
theconcrete surface with neat cement slurry including curing
as directed and ponding the surface as directed etc.
complete; covering 10 years guarantee against
leakproofness on Court Fee Stamp Paper of Rs. 100/-
(Note : for slanting length upto 5.0 m)
(Excluding grouting and Removing existing treatment
to be paid separately as required)
Spec. No. As directed by Engineer-incharge and as per
manufacturers specifications.
6 Providing water proofing treatment to newly laid fully
cured concrete slab of terraces by applying first coat of
polymer modified semi - viscous paste prepared by mixing
polymer of approved make (such as Master Seal 550 / brush
bond/ RoffSupercrete /Webercrete /Monobond / Perma
shield / Hypercrate / Master Crete M 81) and Cement in 1:2
proportion (1 litre polymer : 2 Kg Cement)or Rohnex water
proofing system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water &
polymer jelly for second coat) to a neatly cleaned and dust
free concrete surface and upto 300 mm over parapet wall
prepared by removing loose and deposited material with
brush and water, laying glass fibre mesh of 10 x 10
specification of approved make over tacky surface of first
coat of polymer followed by second coat in transverse
direction, laying mechanical protective cover to polymer
coating treatment with brick bat coba with burnt broken
brick bats laid in C.M. 1:5 admixed with approved water
proofing compound filling up to half depth of brick bats,
curing this layer for 3 days, applying cement slurry over this
layer, joints of Brick Bats with C.M. 1:3 admixed with
approved water proofing compound and finally top finishing
with average
Sq.M 895.00 145.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
20mm thick layer of same mortar added with polypropylene
fibers at 125 gm per bag of cement including finishing the
surface smooth with neat cement slurry admixed with
approved water proofing compond, Marking finished surface
by false squares of 300 mm x 300 mm, Making the junctions
at the parapet rounded and tapered top for required height,
with drip mould at the junction of plaster and prapet and
curing and covering 10 years Guarantee against
leakproofness on court fee stamp paper Rs. 100/- including
ponding test etc. complete
(Note : for slanting length upto 5.00 m)
Spec No. As directed by Engineer-In-Charge
7 Providing water proofing treatment of Old Terraces by
removing existing treatment. Sealing of cracks by non shrink
cracks fill compound by applying first coat of polymer
modified semi-viscous paste prepared by mixing polymer of
approved make (such as Master Seal 550/ brush bond /
RoffSupercrete/ Webercrete/ Monobond / Perma shield /
Hypercrate / Master Crete M 81) and Cement in 1:2
proportion ( 1 litre polymer : 2 Kg Cement)or Rohnex water
proofing system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water &
polymer jelly for second coat) to a neatly cleaned and dust
free concrete surface and upto 300 mm over parapet wall
prepared by removing loose and deposited material with
brush and water, laying glass fibre mesh of 10 x 10
specification of approved make over tacky surface of first
coat of polymer followed by second coat in transverse
direction, laying mechanical protective cover to polymer
coating treatment with brick bat coba with burnt broken
brick bats laid in C.M. 1:5 admixed with approved water
proofing compound, filling up to half depth of brick bats,
curing this layer for 3 days, applying cement slurry over this
layer joints of brick bats with C.M. 1:3 admixed with
approved water proofing compound and finally top finishing
with average 20 mm thick layers of same mortar added with
polypropylene fibres at
Sq.M 933.00 176.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
125 gm per bag of cement including finishing the surface
smooth with cement slurry admixed with approved water
proofing compound, Marking finished surface by flase
squares of 300 mm x 300 mm making the junctions at the
parapet rounded and tapered top for required height, with
drip mould at the junction of plaster and parapet and curing
and covering 10 years Guarantee against leakproofness on
court fee stamp paper of Rs. 100/- including ponding test
etc. complete
(Excluding grouting and Removing existing treatment to be
paid separately as required)
(Note : for slanting length upto 5.00 m)
Spec No. As directed by Engineer-In-Charge
8 Providing water proofing treatment to Bath & W.C. sunk by
applying first coat of polymer modified semiviscous paste
prepared by applying grouting with cement slurry admixed
with non shrink grout additives as per manufacturers
specifications, mixing polymer of approved make (such as
Master Seal 550/ brushbond/ RoffSupercrete/ Webercrete/
Monobond / Perma shield / Hypercrate / Master Crete M 81)
and cement in 1:2 proportion (1 litre polymer : 2 Kg
Cement)or Rohnex water proofing system in two coats(1kg
powder,700 ml water and polymer jelly for first coat & 1 kg
powder,500 ml water & polymer jelly for second coat to a
netly cleaned and dust free concrete surface prepared by
removing looseand deposited material with brush and
water, laying glass fibre mesh of 10 x 10 specification of
approved make over tacky surface of first coat of polymer
followed by second coat in transverse direction, sprinkling
coarse sand over it followed by protective mechanical cover
of 15 to 20 mm thick polymer modifiedplaster to coated
surface of sunk @ 2 litre per bag of cement and filling joints
with non shrink compound and covering 10 years guarantee
against leakproofness on court fee stamp paper of Rs. 100/-
(excluding Brick Bat Coba and plaster below flooring
)Spec.No.: As directed by Engineer- in-charge.
Sq.M 1050.00 269.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
9 Providing and applying water proofing treatment to vertical
surface of brick and R.C.C. wall, elevated and overhead
R.C.C./Brick water tanks and sumpwell etc. in all directions
by using standard acrylic copolymer coating of Roff Hyguard,
Monopol 456, Dr.Fixit 2k pidifin 2k or cleaseal of apparna or
acqua sheild of sk formulation or quivalent in two coats
including cleaning the surface by wire brush, washing and
drying including covering gurantee of 10 years on court
stamp paper of Rs.100 and as directed by Engineer in
Charge etc. complete.
(Prior permission of S.E. in writing is necessary before
inclusion of item in estimate)
Spec. No. : As directed by Engineer-in-Charge
Sq.M. 600.00 110.00
10 Providing grouting by specially prepared grout of Weber
crete/ Roff Supercrete/polyalk WP/Monobond/Perma
shield/ Hypercrate or equivalent with cement in proportion
1:3.5 (1 part chemical & 3.5 part cement by weight) along
with 50ml super plasticizer Roff Plast 320/sun polycrete NCT
/perma plast/ supercon 100 or non shrinking non cracking
antiwash high strength polymer cement grout PC grout
available in bags or equivalent with proper water for
injectable consistency and applying it in the body of
structure like slab, beam, column, pillars, deckslab, retaining
wall, basement, underground and elevated water storage
reservoir concrete and brick wall, crack protion of structure
etc. by injecting method, to achieve its original strength
including drilling of suitable diameter drills holes at 2 to 4
nos. per sqm using caps & nozzle grouting machinery
necessary, scaffolding, finishing and covering guarantee of
10 years on court stamp paper of Rs.100/- & necessary
testing etc. complete (Prior permission of S.E. in writing is
necessary before inclusion of item in estimate)Spec No. As
directed by Engineer-In-Charge
Kg 270.00 65.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
11 Providing & applying polymer modified plaster of 20mm
thick in C.M. 1:3 and adding polymner such as Webecrete,
Roff supercrete, Monobond, Perma shield, Hypercrate,
Dr.Fixit Powercrete at 6.00 litres in 1 bag of Cement and
Polyprolen Fibers @125 gm Polymer Powder superscreed or
equivalent @3.3Kg/per bag of cement to damaged
structural concrete members by removing chippling out
loose concrete cleaning surface by wire etc including curing
with covering guarantee on court stamp paper of Rs.100
guarantee (Prior permission of S.E. in writing is necessary
before inclusion of item in estimate)
Spec No. As directed by Engineer-In-Charge
Sq.M. 880.00 80.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - K : Expansion Joints
1 Providing expansion joints in R.C.C. framed structure
(interior columns) with plain permoulded filler 25 mm thick,
including fixing T.W. battens both faces and complete as
directed.
Sq. M. 1822.00 163.00
Bd.K-1A Spec. No.:BDK.-1A Page No.357
2 Providing expansion joints in R.C.C. framed structure
(exterior columns) with plain premoulded filler 25 mm thick
and 3 mm thick aluminium plate, hold fast, fixing T.W.
battens on internal face, finishing etc. complete as directed.
Sq. M. 2475.00 215.00
Bd.K.-1B Spec. No.:BDK.-1B Page No.357
3 Providing expansion joints in R.C.C. framed structure (at
floor level) with premoulded filler 25mm thick and 3 mm
thick aluminium plate as required, bitumen poured filler and
fixing T.W. battens on per faces etc. complete as directed.
Sq. M. 2818.00 248.00
Bd.K.-1A Spec. No.:BDK.-1A Page No.357
4 Providing expansion joints in R.C.C. framed structure (at
terrace level) with premoulded filler 25 mm thick and 3mm
thick aluminium plate as required bitumenous poured filler
fixing lead flushing on upper side and T.W. battens and inner
face finishing etc. complete as directed.
Sq. M. 4650.00 429.00
Bd.K -1A Spec. No.:BDK.-1A Page No.357
5 Providing and fixing chicken mesh of 24 gauge with about 35
cm. width at the junction of R.C.C members and brick work,
of approved quality including fixing mesh in position by
necessary nailing in concrete or/B.B.masonry and or tying by
binding wire etc. complete.
R. M. 138.00 50.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - L : Plastering and Pointing
1 Providing internal cement plaster 6mm thick in a single coat
_________ without neeru finish to concrete surface in all
position including scaffolding and curing.
Bd.L.-1 Spec. No.:BDL.-1 Page No.365
a) in cement mortar 1:4 Sq.M 113.00 58.00
b) in cement morter 1:3 Sq.M 117.00 58.00
2 Providing internal cement plaster 12mm thick in a single
coat, ______without neeru finish to concrete or brick
suface in all positions including racking out joints, scaffolding
and curing complete.
Bd.L.-2 Spec. No.:BDL.-2 Page No.366
a) in cement mortar 1:3 Sq. M. 167.00 80.00
b) in cement mortar 1:4 Sq.M 155.00 80.00
c) in cement mortar 1:5 Sq.M 147.00 80.00
3 Providing internal cement plaster 20mm thick in a single
coat, in cement mortar 1:3 without neeru finish to stone
masonry suface in all positions including scaffolding, racking
out joints, providing groove at joints of stone masonry and
concrete members and curing complete.
Sq. M. 238.00 113.00
Bd.L.-3 Spec. No.:BDL.-3 Page No.366
4 Providing internal cement plaster 20mm thick in two coat,
________ without neeru finish to stone masonry suface in
all positions including scaffolding, racking out joints,
providing groove at joints of stone masonry and concrete
members and curing complete.
Bd.L.-4 Spec. No.:BDL.-4 Page No.366
a) in cement mortar 1:4 Sq. M. 247.00 164.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) in cement mortar 1:5 Sq. M. 233.00 164.00
5 Providing cement plaster 25mm thick in two coat, in cement
mortar 1:4 without neeru finish to concrete brick or stone
suface in all positions including racking out joints, scaffolding
and curing complete.
Sq. M. 309.00 173.00
Bd.L.-5 Spec. No.:BDL.-5 Page No.367
6 Providing sand face plaster externally in two coats using
approved screened sand in all positions, including providing
base coat of 15 mm thick in cement mortar 1:4 mixing
approved water proofing compound at the rate of 1
kilogramme / 50 kg of cement and curing the same for not
less than two days and keeping the surface of base coat
rough to receive the sand faced treatment 8 mm thick in
cement mortar 1:4 and finishing the surface by taking out
grains and curing for 14 days including preparing the
surface,watering and scaffolding etc. complete.
Sq. M. 407.00 192.00
Bd. L. -7 Spec. No.:BDL.-7 Page No.368
7 Providing rough cast cement plaster externally in two coats
to concrete / brick / stone masonry in all positions with base
coat of 12 to 15 mm thick in cement mortar 1:4 mixing
approved water proofing compound at the rate of 1
Kg/50Kg. of cement and over it rough cast treatment 12 mm
thick in proporation 1:1-1/2:3 including racking out joints,
making grooves scaffolding and forteen days curing
complete.
Sq. M. 335.00 167.00
Bd.L.-8 Spec. No.:BDL.-8 Page No.368
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
8 Providing rough cast cement plaster externally in two coats
with coloured cement finish to concrete / brick / stone
masonry in all positions with base coat of 12 to 15 mm thick
in cement mortar 1:4 using gray cement & mixing approved
water proofing compound at the rate of 1 kg/50kg of cement
and over it rough cast treatment 12 mm thick in proporation
1:1-1/2:3 using colour pigment including racking out joints,
scaffolding and forteen days curing complete.
Sq. M. 321.00 200.00
Bd.L.-9 Spec. No.:BDL.-9 Page No.369
9 Providing neeru finish to plaster surface in all position
including scaffolding and curing complete.
Sq. M. 21.00 8.00
Bd.L.-10 Spec. No.:BDL.-10 Page No.369
10 Providing neeru finish to plaster surface for providing
finishing to ceiling including scaffolding and curing complete.
Sq. M. 35.00 14.00
Bd.L.-10 Spec. No.:BDL.-10 Page No.369
11 Providing exterior stone-crete facing of approved colour and
dressing with base coat of 12 to 15mm thick in cement
mortar 1:3 using approved water proofing compound at the
rate of 1 Kilogramme / 50 kg. of cement to
brick/stone/concrete surface in all positions including final
coat for stone-crete facing of thickness not less than 12 mm.
in cement mortar 1:3 using coloured pigment including
racking out joints, scaffolding and curing for fourteen days
complete.
Sq. M. 369.00 190.00
Bd.L.-11 Spec. No.:BDL.-11 Page No.369
12 Providing flush grooved pointing with cement mortar 1:3 to
brick masonry including scoffolding and curing complete.
Sq. M. 106.00 81.00
Bd.L.-19 Spec. No.:BDL.-19 Page No.372
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
13 Providing flush grooved pointing with cement mortar 1:3 to
stone masonry including scoffolding and curing complete.
Sq. M. 90.00 72.00
Bd.L -19 Spec. No.:BDL.-19 Page No.372
14 Providing tuck pointing with cement mortar 1:3 for
stone/brick masonry including scaffolding and curing
complete.
Sq. M. 162.00 129.00
Bd.L.-16 Spec. No.:BDL.-16 Page No.372
15 Providing weathered pointing with cement mortar 1:3
stone/brick masonry including scaffolding and curing
complete.
Sq. M. 125.00 101.00
Bd.L.-17 Spec. No.:BDL.-17 Page No.372
16 Providing Vee pointing with cement mortar 1:3 to stone
masonry/brick masonry including scaffolding and curing
complete.
Sq. M. 99.00 65.00
Bd.L-18 Spec. No.:BDL.-18 Page No.372
17 Providing European stone plaster 2mm thick with approved
colour and shade with guarntee of 10 years including
scaffolding ect. complete.
(with written permission of S.E.)
Sq. M. 662.00 190.00
Spec. As directed by Engineer-In-Charge.
18 Providing cement plaster 6 mm thick to ceiling in single coat
in cement mortar 1:3 with neeru finish to concrete surface in
all positions including scaffolding and curing etc. complete.
(Including Royalty Charges)
Sq. M. 103.00 47.00
Bd L 1 Spec. No. :-Bd-L-1/P.No.365
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
19 Providing groove to required size at specified location as
directed by Engineer, at junction of brick masonry wall and
R.C.C beams or Column, at junction of composite masonry,
including scaffolding, finishing, curing etc. complete.
Rmt 6.00 5.00
Spec. No. :- As directed by Engineer In Charge
20 Providing patta on concrete/ plastered surface 12 mm to 15
mm thick in C.M.1:3 in line, level, including drip mould if
necessary, scaffolding, finishing, curing etc. complete.
a) 50 mm Wide. Rmt 9.00 4.00
b)100 mm Wide. Rmt 13.00 5.00
c)150 mm Wide. Rmt 20.00 8.00
21 Providing wall care putty finished of approved make to
plastered surfaces (wall/ceiling) including scaffolding etc.
complete. (Water proof birla wall putty)
Sq. M. 84.00 27.00
Spec. No. :- As directed by Engineer In Charge
22 Providing and applying plaster with plaster of parisin 6 mm
thickness to previously plaster surface in allposition
including preparing the surface scaffolding
etc.complete.Spec. No.: As directed by Engineer in charge.
Sq.M 56.00 30.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - M : PAVING, FLOOR FINISHING AND DADO
1 Providing and laying rough Shahabad Stone Flooring ---------
------------- and 30cm wide in plain/diamond pattern on a bed
of cement mortar 1:6 including cement float, pointing in
cement mortar 1:3, curing and cleaning etc. complete.
Bd.M.-1 Spec. No.:BDM.-1 Page No.381
25mm to 30mm thick Sq. M. 446.00 102.00
2 Providing and laying rough Shahabad Stone Flooring 25mm
to 30mm thick on a bed of sand including cement float,
pointing in cement mortar 1:3, curing and cleaning etc.
complete.
Sq. M. 418.00 78.00
Bd.M.-1 Spec. No.:BDM.-1 Page No.381
3 Providing and laying in position polished Shahabad Stone
flooring of apporved quality 25mm to 30mm thick in
plain/diamond pattern on a bed of cement mortar 1:6
including cement float, filling joints with neat cement slurry,
curing, polishing and cleaning etc. complete.
Bd.M.-3 Spec. No.:BDM.-3 Page No.383
40 cm. x 55 cm. Sq. M. 502.00 92.00
4 Providing and laying in position polished Kota Stone flooring
of approved quality 20mm to 30mm thick in plain/diamond
pattern on a bed of cement mortar 1:6 including cement
float, filling joints with neat cement slurry, curing, polishing
and cleaning etc. complete. (Including Royalty Charges)
Bd.M.-3 Spec. No.:BDM.-3 Page No.383
a) 18 to 25 mm Sq. M. 990.00 169.00
b) 25 to 30 mm Sq. M. 1210.00 169.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5 Providing and laying in position skirting or dado of polished
Shahabad Stone slab of approved quality 25mm to 30mm
thick on plaster in cement mortar 1:4, including cement
float, filling joints with neat cement slurry, curing polishing
add cleaning complete.
Sq. M. 591.00 115.00
Bd.M.-5 Spec. No.:BDM.-5 Page No.383
6 Providing and laying in position skirting or dado of polished
Kota Stone slab of approved quality 20mm to 30mm thick
on plaster in cement mortar 1:4, including cement float,
filling joints with neat cement slurry, curing polishing add
cleaning complete.
Bd.M.-5 Spec. No.:BDM.-5 Page No.383
a) 18 mm to 20mm Sq. M. 1045.00 176.00
b) 25 mm to 30mm Sq. M. 1320.00 187.00
7 Providing and laying cement concrete flooring -------- mm
thick with cement concrete M-15 laid to proper line, level
and sope in alternate days including compaction, filling joints
marking lines to give apperance of tiles 30cm x 30cm or
other approved design, finishing smooth (with extra cement)
in approved colour as directed and curing complete.
Bd M.-6 Spec. No.:BDM.-6 Page No.384
a) 40mm Sq. M. 349.00 107.00
b) 50mm Sq. M. 364.00 110.00
8 Providing and laying cement concrete flooring -------- mm
thick with cement concrete M-20 laid to proper line, level
and sope in alternate days including compaction, filling joints
marking lines to give apperance of tiles 30cm x 30cm or
other approved design, finishing smooth (with extra cement)
in approved colour as directed and curing complete.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.M.-6 Spec. No.:BDM.-6 Page No.384
a) 40mm Sq. M. 353.00 110.00
b) 50mm Sq. M. 390.00 110.00
9 Providing and laying white glazed tiles of -------------------------
--in size and 5 to 6 mm thick for flooring in required
positions and laid on a bed of cement mortar 1:4 including
neat cement float, filling joints with white cement slurry,
curing and cleaning complete. (Including all specials required
like round edge titles, corner cups ,etc.) (with white cement)
Bd.M-12 Spec. No.:BDM.-12 Page No.388
a) 148.5x148.5mm Sq. M. 690.00 210.00
b) 200x100mm Sq. M. 705.00 210.00
10 Providing and laying coloured glazed tiles of ---------------------
in size and 5 to 6 mm thick for flooring in required positions
and laid on a bed of cement mortar 1:4 including neat
cement float, filling joints with white cement slurry, curing
and cleaning complete. (Including all specials required like
round edge titles, corner cups, etc)
Bd.M.-12 Spec. No.:BDM.-12 Page No.388
a) 148.5x148.5mm Sq. M. 750.00 199.00
b) 200x100mm Sq. M. 750.00 199.00
11 Providing and fixing white glazed tiles of -----------------------in
size and 5 to 6 mm thick for dado and skirting in required
positions on plaster of cement mortar 1:4 including neat
cement float, including filling joints with white cement
slurry, curing and cleaning complete. (Including all specials
required like round edge titles, corner cups, etc)
Bd.M-13 Spec. No.:BDM.-13 Page No.389
a) 148.5x148.5mm Sq. M. 750.00 230.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) 200x100mm Sq. M. 750.00 230.00
12 Providing and fixing coloured glazed tiles of ----------------------
-- in size and 5 to 6 mm thick for dado and skirting in
required positions on plaster of cement mortar 1:4 including
neat cement float, including filling joints with white cement
slurry, curing and cleaning complete. (Including all specials
required like round edge titles, corner cups, etc)
Bd.M-13 Spec. No.:BDM.-13 Page No.389
a) 148.5x148.5mm Sq. M. 807.00 248.00
b) 200x100mm Sq. M. 785.00 248.00
13 Providing and fixing ceramic tiles of IS Std. and approved
quality ______ cm size for flooring in required position laid
on bed of cement mortar 1:4 including cement float, filling
joint with white/colour cement slurry, cleaning, curing,
complete.
Bd.M.-12 Spec. No.:BDM.-12 Page No.388
a) 30x30cm. Sq. M. 790.00 210.00
b) 20x20cm. Sq. M. 740.00 210.00
14 Providing and laying ceramic tiles of IS Std. and approved
quality ______ cm size for dado and skirting in required
position with ready made adhesive mortar of approved
quality in required position after making the wall portion in
level in plaster of cement mortar 1:4 including joint filling
with white/colour cement slurry, cleaning, curing complete.
Bd.M-13 Spec. No.:BDM.-13 Page No.389
a) 30x30cm. Sq. M. 810.00 230.00
b) 20x20cm. Sq. M. 760.00 230.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
15 Providing and laying------- marble mosaic tiles 25 x 25cm
and 20mm thick for flooring in required position set on a
bed of 1:4 cement mortar including neat cement float, filling
the joints with white cement slurry mixed with approved
shade of pigment to match the colour of tiles, curing,
polishing and rubbing complete with/without border.
Bd.M.-14 Spec. No.:BDM.-14 Page No.390
a) gray cement base Sq. M. 407.00 114.00
b) white cement base Sq. M. 496.00 113.00
16 Providing and fixing gray cement base marble mosaic tiles
25 x 25cm and 20mm thick of approved colour and pattern,
white and coloured marble chips of size 6 to 20 mm for dado
and skirting in required position set on a bed of 1:4 cement
mortar including neat cement float, filling the joints with
white cement slurry mixed with approved shade of pigment
to match the colour of tiles, curing, polishing and rubbing
complete with/without border.
Bd.M.-15 Spec. No.:BDM.-15 Page No.391
a) gray cement base Sq. M. 417.00 143.00
b) white cement base Sq. M. 520.00 150.00
17 Providing and laying machine cut white / coloured marble
slab 60 x 45 cm and _______ of approved quality, vein and
colour for flooring in required pattern on a bed of 1: 6
cement mortar including neat cement float, filling joints with
white/coloured cement slurry, curing, polishing and cleaning
complete.
Bd.M.-16 Spec. No.:BDM.-16 Page No.391
a) Thikness 20mm to 25mm Sq. M. 2490.00 452.00
b) thikness 18mm to 20mm Sq. M. 2241.00 452.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
18 Providing and laying machine cut white / coloured marble
slab 60 x 45 cm and _________ of approved quality, vein
and colour for dado and skirting in required pattern on a
bed of 1: 4 cement mortar including neat cement float, filling
joints with white/coloured cement slurry, curing, polishing
and cleaning complete.
Bd.M-17 Spec. No.:BDM.-17 Page No.391
a) Thikness 20mm to 25mm Sq. M. 2470.00 482.00
b) thikness 18mm to 20mm Sq. M. 2222.00 482.00
19 Providing and laying in situ marble mosaic tiles of 10 mm
thickness with white and coloured marble chips of size 6 mm
in coloured cement in suitable panels for flooring including
under layer of 1:2:4 I.P.S. 30 mm. thick,providing aluminium
strips to form panels, levelling, compaction, curing, polishing
and cleaning complete.
Sq. M. 501.00 132.00
Bd.M-18 Spec. No.:BDM.-18 Page No.392
20 Providing and laying in situ marble mosaic tiles for dado
and skirting 6 mm thick with white and coloured marble
chips of size upto with suitable panels on cement plaster
1:3, 20 mm thick including aluminium strips for forming
panels,rounding of corners and junctions with flooring and
walls, curing, polishing and cleaning complete.
Sq. M. 463.00 233.00
Bd.M-19 Spec. No.:BDM.-19 Page No.393
21 Providing and laying in required positions flooring of tukada
mosaic (broken mosaic tile pieces) of approved coloured and
pattern, set in a bed of 1:4 cement mortar, including neat
cement/coloured cement float, giving proper slopes,
compaction,curing and finishing complete.
Sq. M. 370.00 183.00
Bd.M-20 Spec. No.:BDM.-20 Page No.393
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
22 Providing and laying polished ----------------------- stone slabs
25 to 30 mm thick for treads and risers for steps and
staircase in one piece with rounded nosing & engraving
three lines for treads on bed of 1:4 cement mortar including
neat cement float, filling joints with cement slurry, curing,
polishing and cleaning complete.
Bd.M.-22 Spec. No.:BDM.-22 Page No.395
a) Kota
i) 25 mm to 30mm Sq. M. 1437.00 297.00
ii) 18 mm to 25mm Sq. M. 1124.00 297.00
b) Black Kadappa Sq. M. 946.00 205.00
23 Providing and laying precast polished ______ colour cement
tiles of size 20 x 32 and 20 mm thick with nosing of treads
moulded as per drawing or as directed on bed of 1:4 cement
mortar including neat cement float, filling joints with cement
slurry mixed with approved shade of pigment to match the
colour of tiles, curing, polishing and cleaning complete.
Bd.M.33B Spec. No.:BDM.-33B Page No.398
a) Chequered Colour Cement Tiles Sq. M. 590.00 150.00
b) Lacquer Coated Chequered Tiles Sq. M. 620.00 150.00
24 Providing sills of polished ------------- stone 25 to 30 mm
thick, on a bed of cement mortar 1:4 including neat cement
float, filling joints with cement slurry, curing,polishing,
rounding edges, cleaning complete )
Spec. No.:BDM.-29 Page No.397
a) Kota
i) 25 mm to 30mm Sq. M. 1318.00 244.00
ii) 18 mm to 20mm Sq. M. 1029.00 244.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) Black Kadappa Sq. M. 826.00 193.00
25 Providing sills & jambs of white/appoved colour marble
slabs 20 mm thick of approved quality, vein and colour with
machine polished surface on a bed of cement mortar 1:4
including neat cement float, filling joints with cement slurry
to match the colour of the slabs, curing polishing and
roundings edges, cleaning etc. complete.
Spec. No.:BDM.-31 Page No.397
Bd.M-31 A) Perfect white
i) 20 mm Sq. M. 2614.00 252.00
ii) 18 mm to 20mm Sq. M. 2286.00 252.00
B) Other than white marble other shed colour less than
10%
i) 20 mm Sq. M. 1983.00 252.00
ii) 15 mm to 20mm Sq. M. 1735.00 252.00
26 Providing 25 to 30 mm thick partitions of polished black
Kadappa stone of approved shape, quality and colour for
urinals including cutting holes of required sizes in
appropriate places to receive pipes etc., fixing in the cement
mortar 1:3, curing and cleaning complete.
Sq. M. 869.00 230.00
Bd.M.-35 Spec. No.:BDM.-35 Page No.399
27 Providing and fixing Kadappa Stone slab for Kitchen
platform of approved type and design 40 mm thick in
cement mortar 1:4, including providing and fixing border
patti on front edge, filling joints, curing, cleaning etc.
complete.
Sq. M. 930.00 234.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
28 Providing machine polishing to cement/marble mosaic tiled
flooring or any other type of flooring including cleaning,
washing, etc. complete as directed.
Sq. M. 95.00 49.00
Spec. As directed by Engineer-In-Charge.
29 Providing hand polishing to dado, skirting including cleaning,
washing etc. complete as directed.
Sq. M. 50.00 36.00
Spec. As directed by Engineer-In-Charge.
30 Providing and fixing 50mm thick factory made Hydraulically
pressed Mechanically vibrated and compacted precast inter
locking cement concrete paving blocks in M-30 grade of
approved size and shape as specified 50 mm in gray cement
and top surface 10 mm in white cement with coloured
pigment including cost of all materials, manufacturing,
curing, transportation of blocks to work site including
loading, unloading and stacking as directed, laying paving
blocks in position over prepared bed of sand of 50 mm
thickness including necessary excavation in all stratas,
spreading blindge of fine sand over the prepared bed,
compacting blocks by plate vibrator etc. complete.
Sq. M. 703.00 266.00
Spec. As directed by Engineer-In-Charge.
31 Providing and fixing 50mm thick factory made Hydraulically
pressed Mechanically vibrated and compacted precast inter
locking cement concrete Lacquer coated paving blocks in M-
40 grade of approved size and shape as specified 50 mm in
gray cement and top surface 10 mm in white cement with
coloured pigment including cost of all materials,
manufacturing, curing, transportation of blocks to work site
including loading, unloading and stacking as directed, laying
paving blocks in position over prepared bed of sand of 50
mm thickness including necessary excavation in all stratas,
spreading blindge of fine sand over the prepared bed,
compacting blocks by plate vibrator etc. complete.
Sq. M. 730.00 266.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
32 Providing and fixing 60mm thick factory made Hydraulically
pressed Mechanically vibrated and compacted precast inter
locking cement concrete paving blocks in M-40 grade of
approved size and shape as specified 50 mm in gray cement
and top surface 10 mm in white cement with coloured
pigment including cost of all materials, manufacturing,
curing, transportation of blocks to work site including
loading, unloading and stacking as directed, laying paving
blocks in position over prepared bed of sand of 50 mm
thickness including necessary excavation in all stratas,
spreading blindge of fine sand over the prepared bed,
compacting blocks by plate vibrator etc. complete.
Sq. M. 814.00 277.00
Spec. As directed by Engineer-In-Charge.
33 Providing and fixing 60mm thick factory made Hydraulically
pressed Mechanically vibrated and compacted precast inter
locking cement concrete Lacquer coated paving blocks in M-
40 grade of approved size and shape as specified 50 mm in
gray cement and top surface 10 mm in white cement with
coloured pigment including cost of all materials,
manufacturing, curing, transportation of blocks to work site
including loading, unloading and stacking as directed, laying
paving blocks in position over prepared bed of sand of 50
mm thickness including necessary excavation in all stratas,
spreading blindge of fine sand over the prepared bed,
compacting blocks by plate vibrator etc. complete.
Sq. M. 850.00 277.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
34 Providing and fixing 80mm thick factory made Hydraulically
pressed Mechanically vibrated and compacted precast inter
locking cement concrete Lacquer coated paving blocks in M-
40 grade of approved size and shape as specified 50 mm in
gray cement and top surface 10 mm in white cement with
coloured pigment including cost of all materials,
manufacturing, curing, transportation of blocks to work site
including loading, unloading and stacking as directed, laying
paving blocks in position over prepared bed of sand of 50
mm thickness including necessary excavation in all stratas,
spreading blindge of fine sand over the prepared bed,
compacting blocks by plate vibrator etc. complete. 100mm
thick ( Grade M-50)
Sq. M. 859.00 277.00
b) 100mm thick ( Grade M-50) 983.00 277.00
Spec. As directed by Engineer-In-Charge.
35 Providing Mirror Polish to New/old Marble /Kota / granite
stone flooring /dado by polishing machine using superior
polishing stone of 0 to 6 no.of Suri Company and equivalent
and applying superior quality of polishing material including
necessary labour and cleaning the srface etc. complete.
(With permission of S.E.)
Sq. M. 215.00 65.00
Spec. As directed by Engineer-In-Charge.
36 Providing & laying precast checkered cement tiles of 30 cm
x 30 cm size for flooring in required position on a bed of 1:4
cement mortar including neat cement float filling joints with
neat cement slurry curing, etc. complete.
Sq. M. 446.00 111.00
Spec. As directed by Engineer-In-Charge.
37 Providing & laying precast Lacquer coated checkered
cement tiles of 30 cm x 30 cm size for florring in required
position on a bed of 1:4 cement mortar including neat
cement float filling joints with neat cement slurry curing,
etc. complete.
Sq. M. 468.00 111.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-In-Charge.
38 Providing and laying polished Shahabad Stone Flooring 20
mm to 25 mm thick and of required width in plain/diamond
pattern with black polished kaddappa slab for border or any
other design on a bed of C.M. 1:6 or lime mortar (1:1 1/2)
including cement float, filling joints with neat cement slurry,
curing polishing and cleaning complete.
Sq. M. 557.00 111.00
Bd M 4 Spec. No. : Bd.M.4/ Page No. 383
39 Providing and laying flooring of plain cement tiles of size
25cm x 25 cm and 20 mm thick on bed of 1:6 cement mortar
including neat cement float, joints with neat cement slurry,
curing, polishing and cleaning without border/with border
/with pattern cement tiles of gray colour.
Sq. M. 396.00 99.00
Bd M 8 Spec. No. : Bd.M.8 / Page No. 386
40 Providing and fixing plain cement tiles of size 25 cm x 25 cm
and 20 mm thick for dado and skirting in required position
after making the wall portion to required level with C.M.1:4
and fixing tiles with readymade adhesive including filling
joints with neat cement slurry, curing, rubbing, polishing and
cleaning complete.
Sq. M. 495.00 154.00
Bd M 9 Spec. No. : Bd.M.9 / Page No. 387
41 Providing and laying plain coloured cement tiles of size 25
cm x 25 cm and 20mm thick approved shade of
blue/green/red colour/ other than these colours for flooring
in required position on a bed of C.M. 1:6 including neat
cement float, filling joints with neat cement slurry mixed
with approved shade of pigment to match the colour of tiles,
curing and machine polishing complete without border/with
border and/or a pattern of coloured tiles.
Sq. M. 429.00 99.00
Bd M 10 Spec. No. : Bd.M.10 / Page No. 387
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
42 Providing and fixing plain coloured cement tiles of approved
shade of blue/green/red coloured/otherthan these colours
for dado and skirting in required position on plaster after
making the wall portion to required level with C.M.1:4 and
fixing tiles with ready made adhesive including filling joints
with neat cement slurry mixed with approved shade of
pigment to match the colour of tiles, curing, rubbing and
polishing complete.
Sq. M. 506.00 154.00
Bd M 11 Spec. No. : Bd.M.11 / Page No. 388
43 Providing and laying white Makrana marble slab or
equivalent of size 60 cm x 45 cm size and 18 to 20 mm thick
of approved quality vein and colour with machine polished
surface for flooring in required pattern on bed of C.M. 1:6
including neat white/ coloured slurry, curing polishing,
cleaning complete. (With prior permission of SE)
Spec. No. : Bd.M.16 Pg. No. 391
a) Perfect white marble. Sq. M. 2946.00 277.00
Bd M 16 b) Other than white marble.Other shade/colour Less than
10%
Sq. M. 2282.00 277.00
44 Providing and fixing white Makrana marble slab or
equivalent of size 60 cm x 45 cm size and 18 to 20 mm thick
of approved quality vein and colour with machine polished
surface for dado and skirting after making the required
portion in level, in cement plaster 1:4 and fixing the slabs
with ready made adhesive including filling joints with neat
approved coloured slurry, curing polishing, cleaning
complete. (With prior permission of S.E.)
Spec. No. : Bd.M.17 Pg. No. 391
a) Perfect white marble. Sq. M. 3015.00 298.00
Bd M 17 b) Other than white marble.Other shade/colour Less than
10%
Sq. M. 2337.00 298.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
45 Providing and fixing granite of best quality to flooring /
dado & skirting of approved colour and feature 18 mm to 20
mm thick in required position with ready made adhesive
mortar of approved quality including joint filling with
coloured cement slurry cleaning, curing etc. complete . (Prior
permission of S.E.is to be obtained before inclusion of this
item in the estimate)
Specifications ;- As directed by Engineer Incharge.
a) For flooring. Sq. M. 3239.00 454.00
Bd M 31 b) For dado and skirting. Sq. M. 3239.00 475.00
46 Providing and fixing in position Partition of polished Marble
stone of required thickness including making groove in wall /
concrete surface filling joints with slurry, curing, polishing,
rounding edges, as required cleaning etc. complete.
Sq.M. 2245.00 144.00
Specifications ;- As directed by Engineer Incharge.
47 Providing and fixing in position Partition of polished Granite
stone of required thickness including making groove in wall /
concrete surface filling joints with slurry, curing, polishing,
rounding edges, as required cleaning etc. complete.
Sq.M. 2874.00 194.00
Specifications ;- As directed by Engineer Incharge.
48 Providing and fixing Polyvinyl Chloride (PVC) tiles marble
bonded flooring of approved quality in required positing
leveling and pasting with adhesive and cleaning etc.
complete.
Sq.M. 503.00 99.00
Specifications ;- As directed by Engineer Incharge.
49 Providing and laying plain cement tiles for treads and risers
of steps and staircases with nosing of treads moulded as per
drawings or as directed on a bed of C.M. 1:4 including
cement float filling joints with neat cement slurry, curing,
Sq.M. 396.00 154.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
polishing and cleaning complete.
BDM-23 Spec. No. : Bd.M.23 Page No.395
50 Providing and laying plain coloured cement tiles of
approved shade of blue/green/red colour or other than
these colour for treads and risers of steps and staircases
with nosing of the treads molded as per drawings or as
directed, on a bed of C.M. 1:4 including cement float, filling
joints with neat coloured cement slurry to match the colour
of the tiles, curing, polishing and cleaning complete.
Sq.M. 440.00 165.00
Bd M 24 Spec. No. : Bd.M.24 Pg. No. 395
51 Providing and laying marble mosaic tiles of approved colour
and pattern with white and coloured marble chips upto the
maximum size of 6mm/12mm/20mm for treads and risers of
steps and staircases, with nosing for the treads molded as
per drawings or as directed, on a bed of C.M. 1:4 including
neat cement float, filling joints with neat coloured cement
slurry to match the colour of tile, curing, polishing and
cleaning complete.
Sq.M. 476.00 193.00
Bd M 25 Spec. No. : Bd.M.25 P 395
52 Providing and laying white marble mosaic tiles of approved
colour and pattern with white and coloured marble chips
upto the maximum size of 6mm/12mm/20mm for treads
and risers of steps and staircases, with nosing for the treads
molded as per drawings or as directed, on a bed of C.M. 1:4
including neat cement float, filling joints with neat coloured
cement slurry to match the colour of tile, curing, polishing
and cleaning complete.
Sq.M. 460.00 140.00
Bd M 25 Spec. No. : Bd.M.25 Pg. No. 395
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
53 Providing and laying white marble slab or equavalent 18 to
20 mm thick of approved quality, vein and colour with
machine polished surface, for steps of stair cases on a bed of
C.M. 1:4 including rounded nosing for the treads neat
cement float, filling joints with coloured cement slurry to
match the colour of slabs, curing, polishing, cleaning
complete.(With prior approval of SE)
Spec. No. : Bd.M.26 Pg. No. 396
a) Perfect white marble. Sq.M. 2349.00 269.00
Bd M 26 b) Other than white marble.Other shade/colour Less than
10%
Sq.M. 1828.00 274.00
54 Providing BRICK-ON-EDGE paving with Ist/IInd class
I.S./conventional type burnt bricks in cement mortar 1:4
including sand cushion, flat brick bedding, pointing with
cement mortar 1:3 and curing complete.
Sq.M. 937.00 269.00
Bd M 40 Spec. No. : BDM 40 Pg. No. 402
55 Providing and fixing 20 mm to 25 mm thick polished ------
stone on parapet wall of terrace, staircase, etc. on plane,
leveled, top surface, including cleaning top surface, fixing
with ready made adhesive, screws for fixing stones, rounding
corners, finishing etc. complete.
As directed by Engineer Incharge
A) Polished Kota Stone (a) 10 cm. Width Sq.M. 141.00 9.00
(b) 15 cm. Width 206.00 9.00
(c) 23 cm. Width 303.00 9.00
B) Polished Kadappa Stone (a) 10 cm. Width 77.00 9.00
(b) 15 cm. Width 107.00 9.00
(c) 23 cm. Width 164.00 9.00
C) Polished Granite Stone (a) 10 cm. Width 305.00 9.00
(b) 15 cm. Width 483.00 9.00
(c) 23 cm. Width 734.00 9.00
D) Polished Marble Stone (a) 10 cm. Width 218.00 8.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
(b) 15 cm. Width 348.00 8.00
(c) 23 cm. Width 523.00 8.00
56 Providing and laying Vitrified __________ tiles of Kajaria /
Nitco / Bell or Rak/Jhonson equivalent make having size
590mm to 605mm x 590mm to 605mm of 8 to 10 mm
thickness and confirming to IS. 15,622-2, 006 (Group Bla) of
approved make, shade and pattern for flooring in required
position laid on a ded of 1:4 cement mortar including neat
cement float, filling foints, curing and cleaning etc. complete.
Note : (Water absorption should not be more than 0.05 %)
Spec. No. Bd.M.12 Page No.388
A) Mirror/glossy finish
a) Flooring Sq.M. 800.00 95.00
b) Skirting Sq.M. 951.00 150.00
B) Matt/finish
a) Flooring Sq.M. 1046.00 95.00
b) Skirting Sq.M. 1199.00 150.00
C) Rustic matt stone finish
a) Flooring Sq.M. 1323.00 95.00
b) Skirting Sq.M. 1460.00 150.00
D) Stone effect finish
a) Flooring Sq.M. 1654.00 95.00
b) Skirting Sq.M. 1785.00 150.00
57 Providing and laying in situ cement concrete M-20 with
Tremix Treatment for 100 mm thickness for flooring with
groove cutting of 4mm wide and 20mm deep with necessary
refilling with bitumen etc. complete.
Sq.M. 600.00 66.00
58 Providing and laying Antiskid Ceramic Tiles of approved
quality of company Kajaria/ Nitco/ Asian or equivalent make
of size 30cm x 30cm and confirming to IS 15622-2006 (Group
B IIA) for antiskid flooring in required position laid on a bed
of 1:4 cement mortar including cement float, filling joint
with cement slurry, cleaning, curing complete.
Sq.M. 790.00 390.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.:BDM- 12 Page No.388
59 Providing and laying in situ cement concrete ofrequired
grade of trap metal for required thickness well compacted
mechanically vibrated finished to required levels, dewatered
by vaccum process TRIMIX” concrete to terrace floated with
neat cement and power trowel to get smooth finish
compaction, curing and roughening the surface if special
finish is to be provided. The construction joint to be formed
by cutting with mechanical saw in both direction at 5 m.
interval the size of groove shall be 4 mm x 10 mm portion
with polysulphide joint sealant be provided, finishing uneven
and honeycombed surface with C.M. 1:3 of sufficient
minimum thickness to give smooth and even surface etc
complete (Excluding reinforcement and structural steel). The
cement mortar 1:3 plaster is considered for rendering
uneven and honeycombed surface only. Newly laid concrete
shall be covered by gunny bag. Plastic, tarpaulin etc.As
directed by Engineer in charge
A) M-20 Concrete Cum 6526.00 1715.00
B) M-25 Concrete Cum 6665.00 1715.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - N : WOOD FINISHES
1 Providing and applying boiled linseed oil in------------ coat to
old wood work including knotting, preaparing the surface,
scaffolding etc., complete as directed.
Spec. No.:BDN.-1.1 Page No.407
a) One coat Sq. M. 13.00 6.00
Bd.N.-1.1 b) Two coat Sq. M. 17.00 7.00
2 Providing and applying Wax polishing to the new wood
work, including knotting, preparing the surface, scaffolding
etc. complete as directed.
Sq. M. 29.00 19.00
Bd.N-1.2 Spec. No.:BDN.-1.2 Page No.407
3 Providing and applying Wax polishing to the old wood work,
including knotting, preparing the surface, scaffolding etc.
complete as directed.
Sq. M. 20.00 12.00
Bd.N-1.2 Spec. No.:BDN.-1.2 Page No.407
4 Providing and applying french polishing for required finish
on previously polished wood, including knotting, preparing
the surface, scaffolding etc. complete as directed.
Sq. M. 43.00 19.00
Bd.N-1.3 Spec. No.:BDN.-1.3 Page No.408
5 Providing and applying french polishing to new wood work,
including knotting, preparing the surface, scaffolding etc.
complete as directed.
Sq. M. 88.00 39.00
Bd.N-1.3 Spec. No.:BDN.-1.3 Page No.408
6 Providing and applying varnish in one coat on previously
varnished wood work, including knotting, preparing the
surface, scaffolding etc. complete.
Sq. M. 17.00 9.00
Bd.N-1.4 Spec. No.:BDN.-1.4 Page No.408
7 Providing and applying coal tar in----------- coat on previously
painted wood, including preparing the surface, scaffolding
etc. complete.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.N-1.6 Spec. No.:BDN.-1.6 Page No.408
a) One coat Sq. M. 9.00 4.00
b) Two coat Sq. M. 20.00 6.00
8 Providing and applying Malamine polish of glossy/mat
required finish of approved colour to woodwork by spray
machine, including knotting and preparing the surface by
scrapping, applying french polishing, scaffolding if required
etc. complete.
(The work to be executed with prior approval of
Superintending Engineer.)
Sq. M. 677.00 319.00
Spec. As directed by Engineer-In-Charge.
9 Providing and applying varnish in one coat on new wood
work including knotting, preparing the surface, scaffolding
etc. complete.
Sq. M. 42.00 21.00
Bd.N-1.4 Spec. No.:BDN.-1.4 Page No.408
11 Repolising with French polish with requried coats includint
knotting preparing the surface etc. complete as directed.
Bd.N.-1.3 Spec. No.:BDN.-1.3 Page No.400
1 Wooden Bench Large No. 128.00 32.00
2 Wooden Bench Small No. 102.00 25.00
3 Book Shelf (Std) No. 128.00 32.00
4 Chairs Teak Wood (Std) No. 64.00 15.00
5 Rack Records (Std) No. 81.00 20.00
6 Rack Pegeion Hole No. 51.00 13.00
7 Rack Recording (Big) No. 140.00 35.00
8 Stool Wooden (Std) No. 51.00 13.00
9 Table (Big) No. 165.00 42.00
10 Table (Small) No. 153.00 39.00
11 Tray Wooden No. 26.00 7.00
12 Writing Desk No. 151.00 37.00
13 Rolling Chair (Std) No. 128.00 32.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
14 Dinning Table No. 140.00 35.00
15 Tea Poy (Std) No. 51.00 13.00
16 Teak Wood Cupboard (Large) No. 345.00 87.00
17 Teak Wood Cupboard (Small) No. 153.00 39.00
18 Stands with shelves No. 110.00 28.00
19 Side Board No. 39.00 10.00
20 Ward Rope No. 191.00 47.00
21 Sofa Set No. 128.00 32.00
22 Show Case (Big) No. 191.00 48.00
23 Show Case (Small) No. 140.00 35.00
24 Bench Without Back No. 102.00 25.00
25 Central Table No. 102.00 25.00
26 Easy Chair No. 102.00 25.00
27 Teak Wood Cot (Single) No. 179.00 45.00
28 Teak Wood Cot (Double) No. 268.00 67.00
29 Dressing Table No. 140.00 35.00
30 Fruit & Meat Shelf No. 102.00 25.00
31 Towel Horse No. 46.00 11.00
32 Garden Cane Chair No. 51.00 13.00
33 Takht Wooden No. 140.00 35.00
34 Teak Wood Zoola No. 128.00 32.00
35 Chest of Drawers No. 140.00 35.00
36 Letter Box No. 36.00 9.00
37 Dirty Linen Box No. 102.00 25.00
38 Comode No. 56.00 14.00
39 Shoe Rack No. 51.00 13.00
40 Teak Wood Partition with Curtain No. 102.00 25.00
41 Teak Wood Box (Large) No. 179.00 45.00
42 Teak Wood Box (Small) No. 128.00 32.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
43 Pelmet No. 36.00 9.00
44 Peg Rail No. 15.00 3.00
45 Large Size Board No. 102.00 25.00
46 Small Size Board No. 64.00 17.00
47 Name Board No. 13.00 3.00
48 Photo Frame No. 15.00 4.00
49 Teak Wood Stand to Water No. 46.00 11.00
50 Pot No. 26.00 7.00
51 Cane Sofa Set No. 178.00 44.00
52 Repolising Old Purlins No. 46.00 11.00
53 Repolising New Purlins No. 95.00 23.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - O : OIL PAINTING
1 Providing and applying ____ of lead/zinc base oil paint/
bituminous paint of approved colour, shade and quality to
new wood work and fibre boards including preparing the
surface, knotting, scaffolding if necessary excluding primer
coat complete.
Bd.O.-1. Spec. No.:BDO.-1. Page No.411
a) Two coat Sq. M. 59.00 18.00
2 Providing and applying _____ of lead/zinc base oil paint/
bituminous paint of approved colour, shade and quality to
new structural steel work and iron work in
buildings,including scaffolding if necessary cleaning and
preparing the surface excluding primer coat etc.complete.
Bd.O.-3. Spec. No.:BDO.-3. Page No.414
a) Two coat Sq. M. 61.00 16.00
3 Providing and applying _____ of aluminium paint of
approved make to new and old structural steel work in
buildings and workshops, including scaffolding, cleaning the
surface (excluding primer coat) etc. complete.
Bd.O.-4. Spec. No.:BDO.-4. Page No.415
a) One coat Sq. M. 54.00 12.00
4 Providing and applying _____ of flat oil paint of approved
colour, shade and quality to the old structural steel work
and iron work (previously painted) in building, including
scaffolding if necessary, cleaning the surface (excluding
primer coat) etc. complete.
Bd.O-6. Spec. No.:BDO.-6. Page No.415
a) Two coat Sq. M. 50.00 16.00
5 Providing and applying _____ of flat oil paint of approved
colour, shade and quality to plastered surface including
scaffolding if necessary, cleaning the surface (excluding
primer coat) etc. complete.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.O-7. Spec. No.:BDO.-7. Page No.416
Two coat Sq. M. 65.00 18.00
6 Providing and applying ______ of waterproof cement paint
of approved manufacture and colour to the new plastered
surface, including scaffolding preparing the surface,
watering for two days complete.
Bd.O.-8. Spec. No.:BDO.-8. Page No.408
a) Two coat Sq. M. 41.00 19.00
b) Three
coat
Sq. M. 47.00 24.00
7 Providing and applying one coat of seal cement primer of
approved manufacture and shade, including scaffolding if
necessary, cleaning the surface etc. complete.
Sq. M. 14.00 12.00
Spec. As directed by Engineer-In-Charge.
8 Providing and applying one priming coat of approved
quality, over steel and other metal surfaces, including
preparing the surface by thoroughly cleaning oil, grease, dirt
and other foreign matter with wire brush, fine steel wool
and sand paper, scaffolding etc. complete.
Sq. M. 23.00 10.00
Spec. As directed by Engineer-In-Charge.
9 Providing and applying one priming coat of approved quality
to wood and wood based surface, including preparing the
surface by thoroughly cleaning oil, grease, dirt and other
foreign matter, by sand paper and scrapping, scaffolding etc.
complete.
Sq. M. 19.00 8.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
10 Providing and applying one priming coat of approved quality
on concrete/masonry/asbestos cement /plasteres surfaces,
including scaffolding if necessary, preparing the surface by
thoroughly cleaning oil, grease dirt and other foreign matter
and sand papering etc. complete.
Sq. M. 23.00 10.00
Spec. As directed by Engineer-In-Charge.
11 Providing and applying three coats of lead/zinc base oil
paint of approved colour and shade to new wood work and
fibre boards including preparing the surface, knotting,
scaffolding if necessary including primer coat complete.
(Sample and brand is to be got approved from Ex.Engineer
before use)
Sq.M. 84.00 25.00
Bd O 1 Spec.No.: Bd.O.1/Page No.411
12 Providing and applying one coat of lead/zinc base oil paint
of approved colour and shade to old wood work previously
painted and fibre boards including preparing the surface, if
necessary scaffolding, including primer coat complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Sq.M. 31.00 12.00
Bd O 2 Spec.No.: Bd.O.2/Page No.414
13 Providing and applying two coats of lead/zinc base oil paint
of approved colour and shade to old wood work and fibre
boards previously painted including preparing the surface, if
necessary scaffolding, including primer coat complete.
(Sample and brand is to be got approved from Ex.Engineer
before use)
Sq.M. 48.00 16.00
Bd O 2 Spec.No.: Bd.O.2/Page No.414
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
14 Providing and applying three coats of lead / zinc base of oil
paint of approved colour and shade on old wood work
previously painted and fibre boards, including preparing the
surface, if necessary scaffolding including primer coat etc.
complete.(Sample and brand is to be got approved from Ex.
Engineer before use)
Sq.M. 80.00 24.00
Bd O 2 Spec.No.: Bd.O.2/Page No.414
15 Providing and applying three coats of lead/zinc base oil
paint of approved colour to new structural steel work and
iron work in buildings, including scaffolding, if necessary
cleaning and preparing the surface excluding primer coat
complete. (Sample and brand is to be got approved from
Ex. Engineer before use)
Sq.M. 84.00 25.00
Bd O 3 Spec.No.: Bd.O.3/Page No.414
16 Providing and applying two coats of aluminum paint of
approved make to new structural steel work in building and
workshops including scaffolding if necessary, cleaning and
preparing the surface including primer coat complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Sq.M. 79.00 16.00
Bd O 4 Spec.No.: Bd.O.4/Page No.415
17 Providing and applying three coats of aluminum paint of
approved make to new structural steel work in building and
workshops including scaffolding if necessary, cleaning and
preparing the surface including primer coat complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Sq.M. 97.00 20.00
Bd O 4 Spec.No.: Bd.O.4/Page No.415
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
18 Providing and applying two coats of synthetic enamel paint
of approved colour to new structural steel work and wood
work in buildings, including scaffolding if necessary, cleaning
and preparing the surface including primer coat complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Sq.M. 66.00 20.00
Bd O 5 Spec.No.: Bd.O.5/Page No.415
19 Providing and applying two coats of synthetic enamel paint
of approved colour to old structural steel work and wood
work in buildings including scaffolding if necessary, cleaning
and preparing the surface including primer coat complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Sq.M. 53.00 20.00
Spec.No. : As directed by Engineer- in-charge.
20 Providing and applying three coats of synthetic enamel
paint of approved colour to new and old structural steel
work and wood work in buildings, including scaffolding if
necessary, cleaning and preparing the surface (including
primer coat) complete. (Sample and brand is to be got
approved from Ex. Engineer before use)
Sq.M. 84.00 24.00
Bd O 5 Spec.No.: Bd.O.5/Page No.415
21 Providing and applying one coat of flat oil paint of approved
colour to the old structural steel work and iron work
previously painted in building including scaffolding, if
necessary, cleaning and preparing surface including primer
coat complete. (Sample and brand is to be got approved
from Ex. Engineer before use)
Sq.M. 35.00 11.00
Bd O 6 Spec.No.: Bd.O.6/Page No.408
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
22 Providing and applying three coats of flat oil paint of
approved colour to the old structural steel work and iron
work previously painted in building scaffolding, if necessary,
cleaning and preparing the surface including primer coat
complete. (Sample and brand is to be got approved from
Ex. Engineer before use)
Sq.M. 84.00 24.00
Bd O 6 Spec.No.: Bd. O. 6/Page No. 408
23 Providing and applying one coat of flat oil paint of approved
colour and shade to internal/External plastered surfaces
including scaffolding if necessary, cleaning and preparing the
surface including primer coat complete. (Sample and brand
is to be got approved from Ex. Engineer before use)
Sq.M. 34.00 11.00
Bd O 7 Spec.No.: Bd.O.7/Page No.408
24 Providing and applying two coats of water proof cement
paint of approved manufacture (snowcem or equivalent)
and of approved colour to old plastered surfaces including
scaffolding if necessary, cleaning and preparing the surface,
watering for two days complete. (Sample and brand is to be
got approved from Ex. Engineer before use)
Sq.M. 40.00 17.00
Bd O 8 Spec.No.: Bd.O.8/Page No.408
25 Providing and applying three coats of water proof cement
paint of approved manufacture (snowcem or equivalent)
and of approved colour to old plastered surfaces including
scaffolding if necessary, cleaning and preparing the surface,
watering for two days complete. (Sample and brand is to be
got approved from Ex. Engineer before use)
Sq.M. 59.00 26.00
Spec.No.: As directed by Engineer- in-charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - P : COLOUR WASHING, WHITE WASHING AND DISTEMPERING
1 Providing and applying white wash of approved quality in
two coats on old/new plastered or masonry surfaces &
asbestos cement sheets, including scaffolding and preparing
the surface by brushing and brooming down complete.
Sq.M. 7.00 7.00
Bd. P. -1. Spec. No.:BDP.-1. Page No.425
2 Providing and applying colour wash of approved colour,
shade and quality in _____ to new surface, including
scaffolding, brushing and brooming down (excluding two
coats of white wash as base coat to be paid separately)
etc.complete.
Bd. P. -2. Spec. No.:BDP.-2. Page No.426
a) Two coat Sq. M. 10.00 8.00
b) Three
coat
Sq. M. 12.00 11.00
3 Providing and applying colour wash of approved colour,
shade and quality in _____ to old surface, including
scaffolding, brushing and brooming down and (excluding one
coat of white wash as base coat to be paid separately)
complete.
Bd. P. -3. Spec. No.:BDP.-3. Page No.427
a) Two coat Sq. M. 8.00 8.00
b) Three
coat
Sq. M. 14.00 11.00
4 Providing and applying plastic emulsion paint of approved
colour, shade and quality to old/new surfaces in ______,
including scaffolding, preparing the surfaces (excluding
primer coat) complete.
Bd.P.-6. Spec. No.:BDP.-6. Page No.428
a) Two coat Sq. M. 76.00 36.00
b) Three
coat
Sq. M. 86.00 37.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5 Providing and applying whitewash in one coat on old / new
plastered or masonry surfaces and asbestos cement sheets
including scaffolding and preparing the surface by brushing
and brooming down complete.
Bd P 1 Spec.No.: Bd.P.1/Page No.425 Sq. M. 5.00 4.00
6 Providing and applying colourwash of approved colour and
shade in one coat to new surface including scaffolding and
preparing the surface by brushing and brooming down
(including base coat of white wash) etc. complete.
Bd P 2 Spec.No.: Bd.P.2/Page No.426 Sq. M. 6.00 4.00
7 Providing and applying colourwash of approved colour and
shade in one coat to old surfaces which are to be recoloured
including scaffolding and preparing the surfaces by brushing
and brooming down (including base coat of white wash) etc.
complete.
Bd P 3 Spec.No.: Bd.P.3/Page No.427 Sq. M. 6.00 4.00
8 Providing and applying washable oil bound distemper of
approved colour and shade to old/new surfaces in one coat
including scaffolding, preparing the surfaces (excluding the
primer coat) complete.
For old surface Sq. M. 25.00 8.00
For New surface Sq. M. 28.00 10.00
Bd P 5 Spec.No.: Bd.P.5/Page No.428
9 Providing and applying washable oil bound distemper of
approved colour and shade to old/new surfaces in two
coats including scaffolding, preparing the surfaces (excluding
the primer coat) complete.
For old surface Sq. M. 41.00 24.00
For New surface Sq. M. 44.00 24.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd P 5 Spec.No.: Bd.P.5/Page No.428
10 Providing and applying weather proof exterior 100% Acrylic
(Polymer based) emulsion paint of approved colour and
shade to existing surface in two coats including scaffolding,
preparing the surface to receive paint and applying putty
etc. complete.( Including primer coat.) (Apex Ultima from
Asian Paints or Excel from Nerolac Paints) Warranty of 5
years shall be obtained from manufacturer.
For old surface Sq. M. 114.00 48.00
For New surface Sq. M. 120.00 54.00
Spec.No.: As directed by Engineer- in-charge.
11 Extra for washing and cleaning of decorated wall surfaces
with soap, soda and water.
Spec.No.: As directed by Engineer- in-charge. Sq. M. 2.00 2.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - Q : WOOD WORK
1 Providing and fixing ____ wood framed collar beam / king
post / queen post truss with all iron work, including
scaffolding if necessary and primer coat complete.
Bd. Q. -4. Spec. No.:BDQ.-4. Page No.438
a) Country cut teak Cu. M. 104720.00 13031.0
0
b) Hard wood Cu. M. 57053.00 14295.0
0
2 Providing and fixing ____ wood common rafters, purlins and
purlin cleats, hip rafters, jack rafters, ridges, wall plates, post
plates and posts for roofing etc., including scaffolding if
necessary, all iron work and one primer coat complete.
Bd. Q. -5 Spec. No.:BDQ.-5. Page No.439
a) Country cut teak Cu. M. 104600.00 5580.00
b) Hard wood Cu. M. 57053.00 7234.00
3 Providing and fixing ______ wood eaves board 15 cm wide
and 25 mm thick plain type, including scaffolding and primer
in one coat complete.
Bd.Q.-19 Spec. No.:BDQ.-19. Page No.450
a) Country cut teak Rmt 534.00 55.00
b) Hard wood Rmt 323.00 61.00
4 Providing and fixing _____ wood barge board 22 cm wide
and 20 mm thick plain type, including scaffolding and primer
in one coat complete.
Bd.Q.-21 Spec. No.:BDQ.-21. Page No.451
a) Country cut teak Rmt 690.00 85.00
b) Hard wood Rmt 373.00 91.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5 Providing and constructing Indian teak wood hand rail of 60
x 70 mm as per detailed drawings or as directed by the
Engineer-in-charge, including french polishing complete.
Rmt 866.00 184.00
Bd. Q. -8 Spec. No.:BDQ.-8. Page No.442
6 Providing and fixing in position P.V.C. hand rail of approved
quality as per IS Std. make and shade, as per detailed
drawings or as directed by the Engineer-in-charge, 40mm
size(Including M.S. Plate)
Rmt 325.00 37.00
Spec. As directed by Engineer-In-Charge.
7 Providing and fixing in position P.V.C. hand rail of approved
quality as per IS Std. make and shade, as per detailed
drawings or as directed by the Engineer-in-charge, 50mm
size (Including M.S. Plate)
Rmt 360.00 39.00
Spec. As directed by Engineer-In-Charge.
8 Providing and fixing country teak wood skirting 20 mm thick
in required position and of the size shown in the drawings,
including all mouldings as per drawings, rough grounds, rawl
plugs if necessary and finishing with french polish etc.
complete.
Sq.M. 3297.00 838.00
Spec. No.:BDQ.-10. Page No.444
9 Providing and fixing 20 mm thick teak wood particle board,
faced with teak wood Venner for pelmet boxes of 150 to
200 mm wide, to door or window frames, including 20 mm
diameter aluminium curtain rod with sockets and finishing
with french polishing (without top) complete.
Sq.M. 1994.00 916.00
Bd.Q.-11 Spec. No.:BDQ.-11. Page No.445
10 Providing and fixing decorative teak plywood Veneer lining
4 mm thick with backing of country teak wood frame work of
battens 12 x 25 mm at 30 cm centre to centre fixed to walls
and pillars, without skirting and cornice as per drawings,
including necessary iron work and finishing the exposed
wood with french polish complete.
Sq.M. 1128.00 112.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.Q-18 Spec. No.:BDQ.-18. Page No.449
11 Providing and fixing shutter to wall cupboard made from 12
mm thick teak wood particle board and one face with
approved colour laminated face bonded with phenol
formaldehyde synthetic resin B.W.P. grade, including lipping,
beading, Brass fixtures and fastenings and painting primer
one coat etc. complete.
Sq.M. 1832.00 559.00
Spec. As directed by Engineer-In-Charge.
12 Providing and fixing 20 mm thick teak wood particle board
faced with laminate sheet of approved shade for pelmet box
of 150 to 200 mm wide to door or window frames including
20 mm diameter aluminum curtain rod with sockets and
finishing with french polishing (without top) complete.
Sq.M. 2041.00 652.00
Bd.Q.-11 Spec. No.:BDQ.-11. Page No.445
13 Providing and fixing wooden shelf of 25 mm thick hard wood
plank 30 cm wide with jungle wood brackets of 45 x 35 mm
at 1.2 metre center to center without fillet including primer
coat complete.
Sq.M. 1639.00 348.00
Bd.Q.-13 Spec. No.:BDQ.-13. Page No.446
14 Providing and fixing double leaf steel shutter with frame to
wall cupboard of 18 gauge M.S.sheet as per standard
drawing including oxidised fixtures and fastenings with
locking arrangment including G.I.Sheet shelves at 40 cm
center to center including primer coat and three coats of
enamel paint of approved colour and pattern finishing fixing
in position complete.
Sqm 3630.00 793.00
Spec.No.: As directed by Engineer- in-charge.
15 Providing and fixing double leaf steel shutter with frame to
wall cupboard of 18 gauge M.S.sheet as per standard
drawing including oxidised fixtures and fastenings with
locking arrangement excluding shelves, including primer
coat and three coats of enamel paint of approved colour and
pattern, finishing fixing in position complete.
Sqm 2858.00 539.00
Spec.No.: As directed by Engineer- in-charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
16 Providing and fixing 12.5 mm. Thick GYPSUM board
(conforming be I.S.2093-1982) panelling on
plastered/unplastered brick block/concrete walls,
Gypboard screw fixed with dry wall screw 25 mm. at 300
mm. Centres to perimeter channels of size 27 mm., 0.5 mm.
thick having one flange of 20 mm. and another flange of 30
mm. alongwith ceiling sections of 0.55 mm. Thickness having
knurled wedge of 51.5 mm. and 2 flanges of 26 mm. at 610
mm.c/c. pads with Dab fixer placed at appropriate distances
at top and bottom under the ceiling section including good
quality of approved sundry materials and finishing smooth
including filling and finishing with jointing compound and
paper tape and two coats of primer etc. complete upto the
satisfaction of Engineer- in-charge. ( Prior approval shall be
obtained from S.E. before inclusion of this item)
Sqm 934.00 213.00
Spec.No.: As directed by Engineer- in-charge.
17 Providing and fixing jungle wood ballies of approved species
85 mm average dia. for common rafters, purlins, ridges, hip
and valley rafters, jack rafters, wall plates, post plates, posts
etc. including all iron work scaffolding if necessary and oiling
in one coat complete.
Rmt 77.00 18.00
Bd Q 22 Spec.No.: Bd.Q.22/Page No.452
18 Providing and fixing 100 mm dia. Country teak wood ballies
for post truss of 6.00 m. span as per drawing or as directed
by Engineer- in-charge including all iron work, scaffolding if
necessary and oiling complete.
Rmt 130.00 12.00
Bd Q 23 Spec.No.: Bd.Q.23/Page No.453
19 Providing and fixing in position PVC hand rail of approved
quality, make and shade excluding M.S. Plate as directed
complete.
Spec.No.: As directed by Engineer- in-charge.
a) 40mm size Rmt 141.00 35.00
BDQ-24 b) 50mm size Rmt 158.00 35.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
20 Providing and fixing shelf of 25 mm thick block board 30cm
wide with C.T.W. Wood brackets of 45 x 35 mm at 1.2m C/C
without filletes including primer coat complete.
Sqm 1421.00 275.00
Spec.No.: Bd.Q.13/Page No.446
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - R : ROOFING AND CEILING
1 Providing and fixing Mangalore tiled roofing with class "AA"
tiles , including fixing 50 x 25 mm horizontal teak wood
battens, all iron work and oiling the battens and securing the
last course of tiles near the eaves with mild steel flats of 40 x
3 mm or 10 mm dia.steel rod and 1.22 mm thick wire
plaining the underside of battens including scaffolding if
necessary etc. complete. (excluding ridge and hip tiles)
Sq.M. 635.00 55.00
Bd R. -1 Spec. No.:BDR.-1. Page No.461
2 Providing and fixing Mangalore tiled roofing with class "AA"
tiles , including securing the last course of tiles near the
eaves with steel flats of 40 x 3 mm and fixing by 112 mm
long screw and fixing of 50mm x 25mm country teak wood
sloping battens and fixing 50 x 25 mm country teak wood
horizontal battens over the sloping battens including
painting to all iron work and coal tarring the battens
complete. (excluding ridge and hip tiles)
Sq.M. 635.00 59.00
Bd. R. -2 Spec. No.:BDR.-2. Page No.462
3 Providing and fixing new Mangalore tiles with "AA" tiles
including scaffolding to M.T. rooffing excluding wood work.
etc. complete.
Sq.M. 279.00 21.00
Spec. As directed by Engineer-In-Charge.
4 Providing and fixing Mangalore type ridge and hip tiles class
"AA" tiles, including scaffolding if necessary, pointing with
coloured cement mortar and curing complete.
R.M. 156.00 60.00
Bd. R. -3 Spec. No.:BDR.-3. Page No.463
5 Providing and fixing corrugated iron sheets of 0.80mm
thickness (22 B.W.G.) conforming IS. 277-1969 for roofing
without wind tiles, including fastening with galvanised iron
screws and bolts and bitumen washers as per drawing
complete.
Sq.M. 682.00 41.00
Bd. R. -5 Spec. No.:BDR.-5. Page No.465
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
6 Providing and fixing corrugated iron sheets of 0.63mm
thickness (24 B.W.G.) conforming IS. 277-1969 for roofing
without wind tiles, including fastening with galvanised iron
screws and bolts and bitumen washers as per drawing
complete.
Sq.M. 758.00 44.00
Bd. R. -5 Spec. No.:BDR.-5. Page No.465
7 Providing l& fixing Zinc sheeting of 1.00mm thickness over
ridge, hip or valley for galvanized corrugated iron sheet
roofing, including fastening with galvanized iron screws and
bolts and bitumen washers as per drawing etc. complete
Sq.M. 612.00 70.00
Bd. R. -6 Spec. No.:BDR.-6. Page No.466
8 Providing and fixing 6.00 mm thick asbestos cement
corrugated (Big size) sheet roofing conforming to I.S. 459-
1970, including galvanised iron J or L hook bolts, galvanised
iron and bituminous washers, galvanised iron cramp bolts
and nuts and scaffolding complete.
Sq.M. 446.00 68.00
Bd. R. -7 Spec. No.:BDR.-7. Page No.466
9 Providing and fixing 6.00 mm thick asbestos cement
corrugated (Trafford) sheet roofing including galvanised iron
J or L hook bolts, galvanised iron and bituminous washers,
galvanised iron cramp bolts and nuts and scaffolding
complete.
Sq.M. 432.00 41.00
Bd. R. -7 Spec. No.:BDR.-7. Page No.466
10 Providing and fixing 6 mm thick asbestos cement ridge
capping for roofing conforming to I.S. 459-1970, including
galvanised iron hook bolts, galvanised iron and bituminous
washers, galvanised iron cramp bolts and nuts and
scaffolding complete.
R.M. 306.00 86.00
Bd. R. -9 Spec. No.:BDR.-9. Page No.468
11 Providing and fixing valley gutter of 1.00 mm thick plain
galvanised iron sheets ___ cm. wide with teak wood
planking of 20.00mm thick, including two coats of coal
tarring the upper surface of plank. (excluding painting to
under side of plank) complete.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.:BDR.-10. Page No.469
a) 120cm. R.M. 2750.00 196.00
b) 90cm. R.M. 2087.00 144.00
12 Providing and fixing asbestos cement sheet of IS Std. (60cm
top width) & (23 bottom width) & (15cm depth) valley
gutters of approved size and make including drop ends, stop
ends necessary fixtures and fastening the same as per code
of standard practice complete.
R.M. 205.00 68.00
Spec. As directed by Engineer-In-Charge.
13 Providing and fixing 12 mm dia. mild steel bar upto 0.5
metre length for anchor rods with necessary threading nuts
and bolts etc. complete.
No. 67.00 47.00
Spec. As directed by Engineer-In-Charge.
14 Providing and fixing 16 mm dia. mild steel bars upto 0. 5
metre length for anchor rods with necessary threading nuts
and bolts etc. complete.
No. 87.00 36.00
Spec. As directed by Engineer-In-Charge.
15 Providing and fixing glass tiles of Mangalore type at required
places in Mangalore tile roof, including scaffolding, if
necessary.
No. 397.00 35.00
Spec. No.:BDR.-11. Page No.469
16 Providing and fixing asbestos cement cowl ventilators in
asbestos cement sheet roofing at the required places,
including all accessories and scaffolding, if necessary.
No. 152.00 47.00
Bd.R.-14 Spec. No.:BDR.-14. Page No.470
17 Providing and fixing Mangalore pattern cowl ventilator tiles
in the required places in a Mangalore tiled roof including
scaffolding if necessary.
No. 98.00 22.00
Bd.R.-13 Spec. No.:BDR.-13. Page No.470
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
18 Providing and fixing C.C.T. wood battens _____ mm for
Mangalore tiled roof work with all iron works, scaffolding
etc. complete.
Spec. As directed by Engineer-In-Charge.
a) 50x25mm. Rmt 91.00 8.00
b) 25x12mm. Rmt 51.00 5.00
19 Providing and fixing skylight in R.C.C. roof including M.S.
frame with all accessories and required fixtures and
fastening fitting etc. complete.
Sq.M. 1396.00 63.00
Spec. As directed by Engineer-In-Charge.
20 Providing and fixing false ceiling of plain asbestos cement
sheets 4 mm thick, including scaffolding if necessary, all iron
work, framework etc. complete. teak wood runner to be
paid separately)
Sq.M. 1190.00 105.00
Bd.R.-16 Spec. No.:BDR.-16. Page No.472
21 Providing and fixing false ceiling of teakwood particle board
half perforated sheets 12 mm thick,including scaffolding if
necessary, all iron work frame work etc.complete. ( teak
wood runner to be paid separately)
Sq.M. 1320.00 159.00
Bd.R.-17 Spec. No.:BDR.-17. Page No.473
22 Providing and fixing false ceiling of 15 to 20 mm thick
decorative boards of fibre plaster of paris, including
scaffolding if necessary, all architectural work like
mouldings, cornices, curves, domes, cups as per detailed
drawing and three coats of spray painting to boards etc.
complete. (excluding frame work, runners & mild steel
suspenders to be paid separately)
Sq.M. 744.00 70.00
Bd.R.-18 Spec. No.:BDR.-18. Page No.473
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
23 Providing and fixing false ceiling of 15 to 20 mm thick
decorative boards of fibrous plaster of paris including
scaffolding if necessary, all architectural work like
mouldings, cornices, cores, domes, cups as per detailed
drawings and three coats of epoxy painting to boards etc.
including frame of G.I. Channels 20 mm gauge of 45mm x 20
mm size with centre to centre spacing of 450 mm longer
spand and 350 mm along shorter span, mild steel suspender
as required complete.
Sq.M. 1127.00 174.00
Spec. No.: As directed by Engineer in Charge
24 Providing and fixing false ceiling of 12 mm thick acoustic
boards of approved make, with shapes and sizes as per
drawings, including scaffolding, all screws and fastening and
finishing complete. (Excluding runner to be paid
separately) including T.W.frame work as per specification
Sq.M. 1405.00 153.00
Bd.R.-19 Spec. No.:BDR.-19. Page No.474
25 Providing and dammering to roof with Two coat of bitumen
(on new dungree cloth one coat on each side) including
scaffolding etc. complete as directed.
Sq.M. 54.00 21.00
Spec. As directed by Engineer-In-Charge.
26 Providing and dammering to roof one coat of Bitumen
(without cloth) including scaffolding etc.
Sq.M. 24.00 15.00
Spec. As directed by Engineer-In-Charge.
27 Providing and fixing glass crete roof in reinforced concrete
member (0.05 x 0.75 meter) in size at 60 centimeter, center
to center with 12 millimeter thick wired glass having
thickness of 6 millimeter, including all accessories and
required fixtures and fastenings, fitting complete. (Excluding
reinforced cement concrete member)
No. 789.00 146.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
28 Provided and fixing suspended false ceilling of 12.5 mm
thick gypsum board with galvanised iron perimeter
chqannel, intermediate channel, galvanised iron hanger
ceilling section, necessary clips dry wall screw required
including framing,boarding, jointing, finishing filling joints,
drilling holes, including two coats of primer and all
transportation,scaffolding and all necessary labour material
and machinery etc. complete.
(Prior specific permission of S.E. shall be obtained before
inclusion of this item in the estimate)
Sqm 1392.00 752.00
Spec.No.: As directed by Engineer- in-charge.
29 Providing and fixing valley gutters of 24 B.W.G. G.I. sheet
120cm with 20mm thick country cut teak wood planking
underneath coal tarring etc. complete.
Rmt 1511.00 138.00
Spec.No.: As directed by Engineer- in-charge.
30 Providing and fixing 2mm thick fibre glass reinforced plastic
transparent sheet matching with coloured asbestos profile
/ G.I. profile roofing including galvanised "J" and ‘T’ hooks,
bolts galvanised iron and bituminous washer, galvanised iron
clamps and bolts nuts and scaffolding complete.
i. White Sheet Sq.M. 641.00 77.00
ii. Coloured Sheet Sq.M. 689.00 77.00
Spec.No.: As directed by Engineer- in-charge.
31 Providing & fixing Sintex/Bajaj PVC false ceiling on
M.S.Rectangular hollow section 38mm x 25mm fixed to wall
with PVC roll plugs and duly main runner & intermediate
section of M.S.square tube 25mm x 25mm duly coated with
anti corrosive primer & ceiling panel made out of rigid PVC
multichamber hollow section of size 6mm x 250mm. Joined
with concealed screws fixed on structure and no frame
elements is visible from outside including suspenders and
necessary holes/cuts for light fixtures and remaking
damaged surface etc. (Prior permission of S.E.to be
obtained before inclusion of this item in this estimate)
complete.
Sq.M. 1778.00 215.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec.No.: As directed by Engineer- in-charge.
32 Providing & Fixing Manglore tiled roofing with Class AA tiles
including fixing (25 x 25 x 5mm) horizontal M.S. Angle
battens, all iron work and oil painiting to angle battens &
securing the last course of tiles near the eaves with M.S.flat
of 40mm x 3mm or 10mm dia steel rods and 1.22mm wire
including scafolding if necessary etc complete.
Sq.M. 794.00 77.00
Note : (Special item to be executed with permission of S.E.
directly over the G.I. sheet roofing as safeguard measure to
avoid corrosion. (Excluding ridge and hip tiles & G.I. Roofing)
33 Providing and fixing Aluminium Wind Ventilator 24 inch dia
to roof with FRP base plate including necessary fixtures &
fastenings etc. complete
Each 9108.00 115.00
34 Providing and Fixing G.I. Pre-Coated trapezoidal Zinc
Coating coloured aluminium sheet 0.50mm thick for roofing
(55% aluminium 43% Zinc 1.6 silicon) including fastening
with G.I./Iron screw/bolt and lead/bitumen washers etc.
complete (Note : Prior approval of Superintending Engineer
before execution is necessary).
Sq.M. 769.00 41.00
Spec.No.: As directed by Engineer- in-charge.
35 Providing and fixing G.I.pre-coated trapezoidal zinc coating
coloured for ridge hip or valley (55% aluminium 43% zinc
1.6% silicon) including fastening with G.I./Iron Screw/Bolt
and lead/bitumen washers etc. complete. (Note : Prior
approval of Superintending Engineer before execution is
necessary).
Sq.M. 734.00 31.00
Spec.No.: As directed by Engineer- in-charge.
36 Providing fixing Mangalore tile roofing with Class AA tiles in
Cement Mortar 1:4 on sloping slab including necessary
scaffolding curing, finishing etc. complete
Sq.M. 543.00 55.00
Spec.No.: BDR-2.3 Page 463
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
37 A) Providing and fixing 6mm thick multy wall clear/brounze
UV insulated polly corbonet sheet of approved make and
fixing of sheet by using extruded aluminium section 48 mm
wide 0.5 Kg. Pre m for bottom section & 0.33 Kg per m of top
section with rubber gasket at top & bottem for both sheet
and screwing with EPDM sceues and washers and filling
silicon for every joint of aluminium section and polly
corbonet sheet with all necessary level and lift as directed by
Engineer-in-Charge etc. complete
Sq.M. 2846.00 504.00
B) Providing and fixing 8mm thick multy wall clear/brounze
UV insulated polly corbonet sheet of approved make and
fixing of sheet by using extruded aluminium section 48 mm
wide 0.5 Kg. Pre m for bottom section & 0.33 Kg per m of top
section with rubber gasket at top & bottem for both sheet
and screwing with EPDM sceues and washers and filling
silicon for every joint of aluminium section and polly
corbonet sheet with all necessary level and lift as directed by
Engineer-in-Charge etc. complete
Sq.M. 3099.00 504.00
C) Providing and fixing 10mm thick multy wall
clear/brounze UV insulated polly corbonet sheet of
approved make and fixing of sheet by using extruded
aluminium section 48 mm wide 0.5 Kg. Pre m for bottom
section & 0.33 Kg per m of top section with rubber gasket at
top & bottem for both sheet and screwing with EPDM
sceues and washers and filling silicon for every joint of
aluminium section and polly corbonet sheet with all
necessary level and lift as directed by Engineer-in-Charge
etc. complete
Sq.M. 3656.00 504.00
Spec.No.: As directed by Engineer- in-charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
38 Providing and Fixing of colour coated Zincalume (R) AZ150
(Min 150 gms/ Sqmt total on each sides) profiled sheets for
roofing. The feed material is manufactured out of nominal
0.45mm base metal thickness (BMT) (0.50mm TCT) Hi-
strength steel with min. 550 MPa yeild strength, metalic hot
dip coated with Aluminium-Zinc alloy (55% aluminium 43.4%
zinc 1.6% silicon) with COLORBOND (R) steel quality super
durable polyster paint coat (with inorganic pigment). The
paint shall have a total coating thickness of nominal 35um,
comprising of nominal 25um exterior coat on top surface of
nominal 10um reverse coat on back surface. profile sheet
shall have nom. 950-1050mm effective cover width and
nominal 25-30mm deep ribs with subble square fluting in the
five pan at nominal 180-250mm centre to centre. the end rib
shall be designed for anti-capillary groove & return leg. The
feed material should have coil manufacture's product details
marked at regular interval. Including fastener's with min.
fastened with min. 25 um zinc-Tin alloy coated, Hex head,
self- drilling screw etc. complete. (Weight profile
4.52Kg/Sqm)
Sq.M. 900.00 49.00
39 Providing and Fixing of colour coated Zincalume (R) AZ150
(Min 150 gms/ Sqmt total on each sides) profiled sheets for
roofing. The feed material is manufactured out of nominal
0.45mm base metal thickness (BMT) (0.50mm TCT) Hi-
strength steel with min. 550 MPa yeild strength, metalic hot
dip coated with Aluminium-Zinc alloy (55% aluminium 43.4%
zinc 1.6% silicon) with COLORBOND (R) steel quality super
durable polyster paint coat (with inorganic pigment). The
paint shall have a total coating thickness of nominal 35um,
comprising of nominal 25um exterior coat on top surface of
nominal 10um reverse coat on back surface. profile sheet
shall have nom. 950-1050mm effective cover width and
nominal 25-30mm deep ribs with subble square fluting in the
five pan at nominal 180-250mm centre to centre. the end rib
shall be designed for anti-capillary groove & return leg. The
feed material should have coil manufacture's product details
marked at regular interval. Including fastener's with min.
fastened with min. 25 um zinc-Tin alloy coated, Hex head,
self- drilling screw etc. complete. (Weight profile
4.52Kg/Sqm)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) 301mm to 600mm girth ( Surface Width) Sq. M. 968.00 49.00
b) 601mm to 900mm girth ( Surface Width) Sq.M. 1032.00 49.00
Spec.No.: As directed by Engineer- in-charge.
40 Providing and fixing PROFLEX sheet roofing confirming to IS
459-1970 including galvanised iron J or L hook bolts
galvanised iron clamp bolts and nuts and scaffolding etc
complete
Sq.M. 1668.00 334.00
Spec.No.: As directed by Engineer- in-charge.
41 Providing and fixing CARDO DOOR/KELLY Air powered FX
Dock leveller activated by a single fan and air bag lifting
system of 25000 pounds (12 Tonnes) Cap with 1.8 M wide
and 2.4 M long automatic adjustable dock leveller with air
bag push button operation, two heavy dury dock bumpers,
other accessories, nut bolts, M.S.angles frames etc.
complete as directed by engineer in charge
Number 517500.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - T : DOORS, WINDOWS, VENTILATORS AND PARTITIONS
DOOR FRAMES
1 Providing and fixing ______ frame as per drawing for second
class doors without ventilators, windows, fanlights etc.,
including all mouldings, rebating, holdfast and finishing with
one coat of primer complete.
Bd. T. -2 Spec. No.:BDT.-2. Page No.490
a) country cut teak wood. Cu.M. 131249.00 13856.0
0
b) seasoned and treated non teakwood Cu.M. 63628.00 13856.0
0
2 Providing and fixing in position precast R.C.C. (as per IS 456-
2000) M-40 frames for doors / windows / louver windows
of section 125 x 50 mm with two tor steel bars of 8 mm / 10
mm diameter for compressed stength of 300 kg/squere
centimetre with wood like finish having 3 numbers of 12
guage M.S. galvanised plates on verical members for fixing
hinges with 4 numbers of threaded holes in each plate, 2
numbers of 12 mm dia holes on horizontal top members for
tower bolts, 2 numbers of 16 mm dia holes on vertical
members for fixing Aldrop or Tadi, 3 numbers of M.S.
galvanised heavy duty hings with 12 numbers G.I. machine
secrews of 3/16" x 3/8", 6 numbers of M.S. galvanised
specially designed hold fast anchored with tor steel bars of
vertical members etc. complete (with all lead) Excluding
painting to the frame.
Rmt 376.00 89.00
Spec. As directed by Engineer-In-Charge.
3 Providing and fixing factory made precast door/window
frames of cement concrete (as per IS-456-2000) M-40 grade
of section 100 x 60 mm including reinforcement as per
I.S.6523 with polymeric blocks having screw holding capacity
of 250 kg. screw, fixed in position of R.C.C.frame as per
requirement and as per specifications without fan light
including holdfasts, carting and erecting in position and two
coats of oil paint etc. complete.
Rmt 373.00 85.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
4 Providing and fixing anodised aluminium fully glazed doors
including door frame with powder coating 5 mm thick sheet
glass necessary fixtures, and fastenings, neoprene type
rubber plain gaskets as per IS std. & detailed drawing etc.
complete. (Sample to be got approved from Ex. Engineer
before use)
Sq.M. 3524.00 605.00
Spec. As directed by Engineer-In-Charge.
5 Providing and fixing H.D.E.P.or equivalent door frames made
out of rigid PVC hollow section DWUF-405 of size 48 mm x
40 mm with steel reinforcement ST-22 of size 22 x 18 mm,
mitre cut and welded and tie rod at the bottom including
fixing 100 mm long expandable screws in required number
with wooden plugs fixed in walls as holdfasts and remaking
damaged surface etc. complete.(For Toilet Blocks)
Sq.M. 3345.00 97.00
Spec. As directed by Engineer-In-Charge.
5a Solid Panel PVC Door providing 30mm thick factory made
from rigid foam panelled door shutter and approved
manufacturer made from M.S. Tube of 19 guage thickness
size 19mm x 19mm fro styles and 15 x 15 mm for the top
and bottom rails, M.S. frame shall be covered with heat
moulded PVC 'C" channel of 5mm thick sheet and 30 x
50mm wide to form styles and 5mm thick and 75 mm wide
PVC sheet for the top rail, lock rail and bottom rail on either
side and 5mm thick 20mm wide cross PVC sheet as gap
insert for the top rail and bottom rail. Panelling of 5mm thick
PVC sheet fitted in the M.S. Frame welded/Sealed to the
styles and rails with 5 x 30mm PVC sheet beading on either
side and joined together with solvent cement adhesive etc.
complete as per direction of Engineer-in-Charge, fixed to
frames with 4 Nos. M.S. Powder coated bull hinges (for W.C.
and bathroom shutters)
Sq.M. 2627.00 376.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5b Providing and fixing 30mm thick FACTORY MADE BOTH SIDE
PRELAM SOLID PANEL PVC DOOR SHUTTER consisting of
frame made out M.S. Tubes of 19 gauge thickness and size of
19mm x 19mm for stiles, top and bottom rails. M.S. frame
shall have a cost of steel primers of approved make and
manufacture M.S. frame covered with 5mm thick heat
moulded Prelam PVC 'C' channel of size 30mm thickness,
70mm width out of which 50mm shall be flat and 20mm
shall be tapered in 45 degree angle on either side forming
stiles; and 5mm thick, 95mm wide Prelam PVC sheet out of
which 75 mm shall be flat and 20mm shall be tapered in 45
degree on the inner side to form top and bottom rail and
115mm wide Prelam PVC sheet out of which 75 mm shall be
flat and 20mm shall be tapered on both sides to form lock
rail. Top, bottom and lock rail shall be provided either side of
the panel, 10mm (5mm x 2) thick, 20mm wide cross PVC
shall be provided as gap insert for top rail and bottom rail.
Panelling of 5mm thick both side Prelam PVC sheet to be
fitted in the M.S. Frame welded/sealed to the stiles and rails
with 7mm (5mm +2mm) thick x 15mm wide PVC sheet
beading on inner side, and joined together with solvent
cement adhesive etc. An additional 5mm thick PVC strip of
20mm width is to be stuck on the interior side of the 'C'
Channel using PVC solvent cement adhesive etc. complete as
per direction of Engineer-in-Charge, manufacturer's
specification & drawing .
Sq.M. 3207.00 376.00
Spec. As directed by Engineer-In-Charge.
6 Providing and fixing 18 guage M.S. sheet door with frame
work 40 x 40 x 6 mm M.S. Angle including locking
arrangements, hold fast including applying anticorrossive
primer coat of red lead paint and 2 coats of oil paint
complete.
Sqm 2290.00 546.00
Spec.No.: As directed by Engineer- in-charge.
7 Providing and Fixing Fibre Glass reinforced Polyster Door
Shutter 30mm thick as per IS 14856 (2000) (reaffirmed
2006) without ventilator including chromium plated fixtures
and fastening with chromium plated handles on both sides
etc. complete.
Sq.M. 2663.00 196.00
Spec.No.: As directed by Engineer- in-charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
8 Providing and Fixing Fibre Glass reinforced Polyster Door
Shutter 35mm thick as per IS 14856 (2000) (reaffirmed
2006) without ventilator including chromium plated fixtures
and fastening with chromium plated handles on both sides
etc. complete. (Note : Prior approval of Superintending
Engineer is necessary)
Sq.M. 3593.00 196.00
Spec.No.: As directed by Engineer- in-charge.
DOOR SHUTTERS
9 Providing and fixing C.T.W. double leaf second class fully
panelled door without fanlights adopting sections and sizes
as given in the standard specifications Volume II (1981) or as
per detailed drawing shutter thickness 30 mm including -----
and finishing the wood work with one coat of primer
complete. (without frame) 6 No.s hinges of 125mm length, 3
No.s handles 150mm length, 3 No. of tower bolts of 300mm,
250mm & 200mm length each, 1 No. of Tadi patti of 250mm
length, 1 aldrop of 300mm length & diameter 20mm. (All
fittings and fastening as per IS code including oil painting of
three coats of approved shade and brand on both sides)
a) Brass Fittings and fastenings Sq.M. 7791.00 1109.00
b) Stainless Steel Fittings and fastenings Sq.M. 6809.00 1109.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 6605.00 1109.00
Bd. T. -7 Spec. No.:BDT.-7. Page No.494
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
10 providing and fixing C.T.W. single leaf second class fully
panelled door without ventilator adopting sections and sizes
as given in the standard specifications Volume II (1981) or as
per detailed drawing shutter thickness 30 mm including -----
and finishing the wood work with one coat of primer
complete. (Without frame) 4 No.s hinges of 100mm length, 2
No.s handles 150mm length, 2 No.s of tower bolt of 250mm
length, 1 No. of Tadi patti 250mm, 1 aldrop of 300mm length
& diametrer 20mm & One door stopper etc complete (All
fittings and fastening as per IS code including oil painting of
three coats of approved shade and brand on both sides)
a) Brass Fittings and fastenings Sq.M. 7802.00 1061.00
b) Stainless Steel Fittings and fastenings Sq.M. 6364.00 1061.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 5905.00 1061.00
Bd. T. -8 Spec. No.:BDT.-8. Page No.495
11 Providing and fixing C.T.W. double leaf second class partly
panelled partly glazed door without ventilator adopting
sections and sizes as given in the standard specifications
Volume II (1981) or as per detailed drawing shutter thickness
30mm , including ----- and finishing the wood work with one
coat of primer complete. (Without frame) 6 No.s hinges of
125mm length, 3 No.s handles 150mm length, 3 No. of
tower bolts of 300mm, 250mm & 200mm length each, 3
No.s of Tadi patti 250mm, 1 aldrop of 300mm length &
diameter 20mm. (All fittings and fastening as per IS code
including oil painting of three coats of approved shade and
brand on both sides)
a) Brass Fittings and fastenings Sq.M. 7107.00 994.00
b) Stainless Steel Fittings and fastenings Sq.M. 5442.00 994.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 4922.00 994.00
Bd. T. -11 Spec. No.:BDT.-11. Page No.495
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
12 Providing and fixing C.T.W. Single leaf second class partly
panelled partly glazed door without ventilator adopting
sections and sizes as given in the standard specifications
Volume II (1981) or as per detailed drawing shutter thickness
30mm including ----- and finishing the wood work with one
coat of primer complete. (Without frame) 4 No.s hinges of
100mm length, 2 No.s handles 150mm length, 1 No. of
tower bolts of 300mm, 250mm & 200mm length each, 1 No.
of Tadi patti 250mm, 1 aldrop of 300mm length & diametrer
20mm and 1 door stopper etc complete (All fittings and
fastening as per IS code including oil painting of three coats
of approved shade and brand on both sides)
a) Brass Fittings and fastenings Sq.M. 5741.00 849.00
b) Stainless Steel Fittings and fastenings Sq.M. 4305.00 849.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 3845.00 849.00
Bd. T. -12 Spec. No.:BDT.-12. Page No.496
13 Providing and fixing C.T.W. double leaf 25 mm thick second
class plain planked door without ventilator adopting
sections and sizes as given in the standard specifications
Volume II (1981) or as per detailed drawings, including
finishing the wood work with one coat of primer complete.
(Without frame) & with ----- 6 No.s hinges of 125mm length,
3 No.s handles 150mm length, 3 No. of tower bolts of
300mm, 250mm & 200mm length each, 1 No. of Tadi patti
250mm, 1 aldrop of 300mm length & diameter 20mm. (All
fittings and fastening as per IS code including oil painting of
three coats of approved shade and brand on both sides)
a) Brass Fittings and fastenings Sq.M. 6362.00 918.00
b) Stainless Steel Fittings and fastenings Sq.M. 5221.00 918.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 4732.00 918.00
Bd.T.-21 Spec. No.:BDT.-21. Page No.499
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
14 Providing and fixing C.T.W. single leaf 25 mm thick second
class plain planked door without ventilator adopting
sections and sizes as given in the standard specifications
Volume II (1981) or as per detailed drawings, including
finishing the wood work with one coat of primer complete.
(Without frame) & with ----- 4 No.s hinges of 100mm length,
2 No.s handles 150mm length, 2 No.s of tower bolt of
250mm length, 1 No. of Tadi patti 250mm, 1 aldrop of
300mm length & diametrer 20mm and 1 door stopper etc
complete. (All fittings and fastening as per IS code including
oil painting of three coats of approved shade and brand on
both sides)
Bd. T. -22 a) Brass Fittings and fastenings Sq.M. 6454.00 851.00
b) Stainless Steel Fittings and fastenings Sq.M. 5175.00 851.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 4683.00 851.00
Spec. No.:BDT.-22. Page No.499
15 Providing and fixing C. C. Teak wood double leaf second
class 25 mm thick false panneled door without fan light,
fixing 10 mm thick scantling to give appearance of panels as
per detailed drawing including ----- and finishing the wood
work with one coat of primer complete. (Without frame) 6
No.s hinges of 125mm length, 3 No.s handles 150mm
length,3 No. of tower bolts of 300mm, 250mm & 200mm
length each, 1 No. of Tadi patti 250mm, 1 aldrop of 300mm
length & diameter 20mm. (All fittings and fastening as per IS
code including oil painting of three coats of approved shade
and brand on both sides)
Sq.M.
a) Brass Fittings and fastenings 6740.00 918.00
b) Stainless Steel Fittings and fastenings 5273.00 918.00
c) CP/ Iron Oxidised fittings and fastenings 4760.00 918.00
Bd.T.-23 Spec. No.:BDT.-23. Page No.499
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
16 Providing and fixing C. C. Teak wood Single leaf second class
25 mm thick false panneled door without fan light, fixing 10
mm thick scantling to give appearance of panels as per
detailed drawing including ----- and finishing the wood work
with one coat of primer complete. (Without frame) 4 No.s
hinges of 100mm length, 2 No.s handles 150mm length, 2
No.s of tower bolt of 250mm length, 1 No. of Tadi patti
250mm, 1 aldrop of 300mm length & diametrer 20mm and 1
door stopper complete. (All fittings and fastening as per IS
code including oil painting of three coats of approved shade
and brand on both sides)
a) Brass Fittings and fastenings Sq.M. 6553.00 851.00
b) Stainless Steel Fittings and fastenings Sq.M. 5255.00 851.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 4755.00 851.00
Bd.T-24 Spec. No.:BDT.-24. Page No.500
17 Providing and fixing teak wood single swing shutter part size
panelled as per detailed drawings, including double acting --
--- spring hinges and finishing with french polishing
complete. (Without frame) (2 No.s Hinges 100mm, 1 no
Black hinge, 2 handles of 150mm)
a) Brass Fittings and fastenings Sq.M. 6630.00 907.00
b) Stainless Steel Fittings and fastenings Sq.M. 5934.00 907.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 5310.00 907.00
Bd.T.-27 Spec. No.:BDT.-27. Page No.501
18 Providing and fixing 25 mm thick country teak wood single
swing shutter part size panelled with obscured glass as per
detailed drawings or as approved, including double acting ---
-- spring hinges and finishing with french polishing complete.
(Without frame) (2 No.s Hinges 100mm, 1 no Black hinge, 2
handles of 150mm)
a) Brass Fittings and fastenings Sq.M. 4928.00 656.00
b) Stainless Steel Fittings and fastenings Sq.M. 4232.00 656.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 3608.00 656.00
Bd.T.-28 Spec. No.:BDT.-28. Page No.501
19 Providing and fixing double leaf door,with country teak
wood stiles & rails and ----------- panels as per detailed
drawing shutter thickness 30 mm including ------ stoppers
and finishing with one coat of primer complete. (Excluding
door frame) (Sample to be got approved from Ex. Engineer
before use) 6 No.s hinges of 125mm length, 3 No.s handles
150mm length, 1 No. of tower bolt of 300mm, 250mm &
200mm length each, 1 No. of Tadi patti 250mm, 1 aldrop of
300mm length & diameter 20mm.
(a) panels of Exterior grade Marine Ply 12mm thick of
Anchor/ Century/ Kitply bonded with BWP type exterior
grade phenol formaldehyde synthetic resin with commercial
veneer of Trued/ Consuwood/ Green/ Natural brand board
on both sides conforming to I.S. 3097 – 1980 Novateak or
equivalent and door conforming to I.S.1003 -
1957(Revised)(1977) (Including 3 coats of oil paint to
wooden surface and milenium polish to venere surface)
a) Brass Fittings and fastenings Sq.M. 7080.00 667.00
b) Stainless Steel Fittings and fastenings Sq.M. 5266.00 667.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 4589.00 667.00
(b) panels of 12 mm thick, exterior grade prelaminated
paticle board laminated on both side (lamination shall be
1mm thick of Green Lam, Anchor, Century and Consuwood
brand)
Sq.M. 6806.00 668.00
b) Stainless Steel Fittings 5572.00 667.00
c) CP/ Iron Oxidised fittings 4886.00 667.00
Bd T 30 Spec.No.: Bd.T.30/Page No.502
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
20 Providing and fixing single leaf door,with country teak wood
stiles & rails and ---------- panels as per detailed drawing
including ------ stoppers and finishing with one coat of primer
complete. (Excluding door frame) (Sample to be got
approved from Ex. Engineer before use) 4 No.s hinges of
100mm length, 2 No.s handles 150mm length, 2 No.s of
tower bolt of 200mm length, 1 No. of Tadi patti, 1 aldrop of
300mm length & diametrer 20mm.
(a) panels of Exterior grade Marine Ply thick 12mm of
Anchor/ Century/ Kitply bonded with BWP type exterior
grade phenol formaldehyde synthetic resin with commercial
veneers on both sides conforming to I.S. 3097 – 1980
Novateak or equivalent and door conforming to I.S.1003 -
1957(Revised)(1977) 4 No.s hinges of 100mm length, 2 No.s
handles 150mm length, 1 No.s of tower bolt of 250mm
length, 1 No. of Tadi patti 250mm, 1 aldrop of 300mm length
& diametrer 20mm. (Including 3 coats of oil paint to wooden
surface and milenium polish to venere surface)
a) Brass Fittings and fastenings Sq.M. 5544.00 719.00
b) Stainless Steel Fittings and Fastening - Century/ Sq.M. 4278.00 719.00
c) CP/ Iron Oxidised fittings and Fastening - Greenlan/
Anchor
Sq.M. 3720.00 719.00
(b) panels of 12 mm thick, exterior grade prelaminated
paticle board laminated on both side. (4 No.s hinges of
100mm length, 2 No.s handles 150mm length, 1 No.s of
tower bolt of 250mm length, 1 No. of Tadi patti 250mm, 1
aldrop of 300mm length & diametrer 20mm.) (lamination
shall be 1mm thick of Green Lam, Anchor, Century and
Consuwood brand)
a) Brass Fittings and fastenings Sq.M. 5831.00 719.00
b) Stainless Steel Fittings and fastenings Sq.M. 4563.00 719.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 4006.00 719.00
Bd T 31 Spec.No.: Bd.T.31/Page No.502
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
21 Providing and fixing crimped wire netting single shutter
door with 60 mm x 100 mm country teak wood door frame
including oil painting 3 coats and ------ complete. (1 Aldrop
300mm, 2 No.s handles of 150mm, 1 No. of Tadi patti
250mm)
a) Brass Fittings and fastenings Sqm 4324.00 788.00
b) Stainless Steel Fittings and fastenings Sqm 3574.00 788.00
c) CP/ Iron Oxidised fittings and fastenings Sqm 3242.00 788.00
Spec.No.: As directed by Engineer- in-charge.
22 Providing and fixing powder coated aluminium fully glazed
doors including door frame with powder coating 5 mm
thick sheet glass necessary fixtures and fastenings, neoprene
type rubber plain gaskets as per detailed drawing and
specifications etc. complete. (Sample to be got approved
from Ex. Engineer before use)
Sqm 3410.00 639.00
Spec.No.: As directed by Engineer- in-charge.
23 Providing and fixing UPVC Twin paneled single leaf door
shutter of approved colour / lamination made out of
extruded rigid uPVC hollow section PW2459 shutter frame of
size 24 x 59 mm having double wall construction as vertical
styles, top & bottom rails and middle lock rails of PW24100H
of size 24 x 100 mm and the panel in PW20610
multichamber hollow plastic section of size 20 x 610 mm
duty inserted in shutter frames, lock rails, styles reinforced
by polymer inserted inside for fixing of hinges, aldrops,
tower bolts and baby latch etc. All corners should be mitre
cut joined each other by metal screw after inserting rigid L
bracket PVC reinforced of size 100 x 200 mm including
synthetic metal fixtures and fastenings remarking , damage
surface etc. complete. 4 No.s hinges of 100mm length, 2
No.s handles 150mm length, 2 No.s of tower bolt of 200mm
length, 1 No. of Tadi patti, 1 aldrop of 300mm length &
diametrer 20mm.
Sq.M. 4061.00 213.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-In-Charge.
24 Providing & Fixng FRP Single Leaf door shutters (Confirming
to IS 4020) (1to 7 1994) including all fixtures and fastening
etc. complete. 4 No.s hinges of 100mm length, 2 No.s
handles 150mm length, 1 No.s of tower bolt of 300mm
length, 1 No. of Tadi patti 250mm, 1 aldrop of 300mm length
& diametrer 20mm. (Brands of FRP Doors shall be House of
Doors, Fibro Plast Perma Finish etc)
a) Plain FRP Door Shutter 30 mm thick
a) Stainless Steel Fittings and fastenings Sq.M. 3465.00 210.00
b) CP/ Iron Oxidised fittings and fastenings Sq.M. 2835.00 210.00
b) Plain FRP Door Shutter 35 mm thick
a) Stainless Steel Fittings and fastenings Sq.M. 3990.00 210.00
b) CP/ Iron Oxidised fittings and fastenings Sq.M. 3360.00 210.00
c) FRP Door Shutters with wood finish 30 mm thick
a) Stainless Steel Fittings and fastenings Sq.M. 3990.00 210.00
b) CP/ Iron Oxidised fittings and fastenings Sq.M. 3360.00 210.00
d) FRP Door Shutters with wood finish 35 mm thick
a) Stainless Steel Fittings and fastenings Sq.M. 4515.00 210.00
b) CP/ Iron Oxidised fittings and fastenings Sq.M. 3885.00 210.00
Spec.No.: As directed by Engineer- in-charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
25 Providing and fixing UPVC Twin paneled single leaf door
shutter of approved colour / lamination made out of
extruded rigid uPVC hollow section PW2459 shutter frame of
size 24 x 59 mm having double wall construction as vertical
styles, top & bottom rails and middle lock rails of size 29 x
100 mm and the panel in PW20710 multichamber hollow
plastic section of size 25 x 710 mm duty inserted in shutter
frames, lock rails, styles reinforced by polymer inserted
inside for fixing of hinges, aldrops, tower bolts and baby
latch etc. All corners should be mitre cut joined each other
by metal screw after inserting rigid L bracket PVC reinforced
of size 100 x 200 mm including synthetic metal fixtures and
fastenings remarking , damage surface etc. complete. (4 No.s
hinges of 100mm length, 2 No.s handles 150mm length, 2
No.s of tower bolt of 200mm length, 1 No. of Tadi patti, 1
aldrop of 300mm length & diametrer 20mm.)
Sq.M. 3179.00 216.00
Spec. As directed by Engineer-In-Charge.
25a Providing and fixing Rajshri Brand or equivalent factory
made 34mm thick moulded door shutter consisting of solid
core single leaf flush door of 30mm thickness lipped with
15mm (5mm x 3mm) thick 30mm width on one style and top
rail and 10mm (5mm x 2) thick x 30mm width on other style
and bottom rails. the inner pannels laminated with 2mm
thick termite proof, water proof and fire resistant moulded
P.V.C. sheet with 2,4,6 raised pannels design in different
plain and/or prelam colours on one side after routing the
moulded design on flush doors and 2mm plain and/or
prelam P.V.C. on other side using rubber adhesive on flush
door and solvent cement adhesive on the lipping etc. as per
direction of Engineer in charge and manufacturers
specification and drawing etc. complete.
Sq.M. 4744.00 557.00
FLUSH DOOR SHUTTER
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
26 Providing and fixing solid core flush door in single leaf 35
mm thick decorative type of exterior grade as per detailed
drawings or as approved face veneer on both faces
venitians, all necessary beads, moulding and lipping,
_______, and finishing with french polishing complete.
(Without frame) 4 No.s hinges of 100mm length, 2 No.s
handles 150mm length, 2 No.s of tower bolt of 300mm
length, 1 No. of Tadi patti 250mm, 1 aldrop of 300mm length
& diametrer 20mm.
Bd.T.-34 Spec. No.:BDT.-34. Page No.503
(A) with mortise lock
a) Brass Fittings and fastenings Sq.M. 7713.00 454.00
b) Stainless Steel Fittings and fastenings Sq.M. 6321.00 454.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 5855.00 454.00
(B) without mortise lock
a) Brass Fittings and fastenings Sq.M. 4951.00 454.00
b) Stainless Steel Fittings and fastenings Sq.M. 3541.00 454.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 2938.00 454.00
27 Providing and fixing solid core flush door in single leaf 32
mm thick decorative type of exterior grade as per detailed
drawings or as approved face veneer on both faces
venitians, all necessary beads, moulding and lipping, -----,
and finishing with french polishing complete. (Without
frame) 4 No.s hinges of 100mm length, 2 No.s handles
150mm length, 2 No.s of tower bolt of 300mm length, 1 No.
of Tadi patti 250mm, 1 aldrop of 300mm length & diametrer
20mm.
Bd.T-34 Spec. No.:BDT.-34. Page No.503
(A) with mortise lock
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) Brass Fittings and fastenings Sq.M. 4974.00 454.00
b) Stainless Steel Fittings and fastenings Sq.M. 3642.00 454.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 3183.00 454.00
(B) without mortise lock
a) Brass Fittings and fastenings Sq.M. 5010.00 454.00
b) Stainless Steel Fittings and fastenings Sq.M. 3327.00 454.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 2711.00 454.00
28 Providing and fixing 24 guage Plain Aluminiumum Sheet on
the face of door shutter including cutting to required size
and fixing by screws including making good the damages if
any to existing doors shutter and frame etc. complete as
directed or as per detailed drawing.
Sq.M. 676.00 189.00
Spec. As directed by Engineer-In-Charge.
29 Providing and fixing 32 mm thick single leaf door shutter of
approved quality and make of -------------------- sheets on
both sides filled with 'PUF' (Poly urethene foam) with three
numbers of bright finished ----- butt hinges (100 x 70 x 4 mm
size) with ------- such as one number of 16 mm and 300 mm
long aldrop, one number of 250 x 25 x 5mm door latch, two
numbers of 100 mm and 200 mm long tower bolts and two
numbers of 100 mm size handles and finished with one coat
of approved primer etc.complete. (Excluding shutter frame)
4 No.s hinges of 100mm length, 2 No.s handles 150mm
length, 2 No.s of tower bolt of 200mm length, 1 No. of Tadi
patti, 1 aldrop of 300mm length & diametrer 20mm.
Spec. As directed by Engineer-In-Charge.
(A) with 1.5mm thick P.V.C. Sheets
a) Brass Fittings and fastenings Sq.M. 3927.00 583.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) Stainless Steel Fittings and fastenings Sq.M. 3182.00 583.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 2562.00 583.00
(B) with 0.80mm thick G.I.Sheets
a) Brass Fittings and fastenings Sq.M. 4211.00 583.00
b) Stainless Steel Fittings and fastenings Sq.M. 3465.00 583.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 2846.00 583.00
30 Providing and fixing rolling steel shutter fabricated from
18/19 gauges steel laths with side guides, bottom rail,
brackets, door suspension shaft, including rolling springs,
locking arrangement and housing box at the top with one
coat of red lead primer etc. complete.
Sq.M. 2364.00 197.00
Bd.T.-55 Spec. No.:BDT.-55. Page No.514
31 Providing and fixing rolling steel shutter fabricated from
18/19 gauges steel laths with side guides, bottom rail,
brackets, door suspension shaft, including rolling springs,
locking arrangement including 3 ball bearings and housing
box at the top with one coat of red lead primer etc.
complete.
Sq.M. 2679.00 328.00
Bd.T.-56 Spec. No.:BDT.-56. Page No.515
32 Providing and fixing rolling steel shutter fabricated from
18/19 gauges steel laths with side guides, bottom rail,
brackets, door suspension shaft, including rolling springs,
locking arrangement and mechanical gear operation
arrangement and one coat of red lead primer etc. complete.
Sq.M. 2555.00 328.00
Bd.T.-56 Spec. No.:BDT.-56. Page No.515
33 Providing and fixing collapsible steel gate in two leaves with
channel pickets, pivoted flat bars, including top and bottom
guide rollers, stoppers, handles, all fittings and
accessories,locking arrangement and applying one coat of
red lead primer etc. complete.
Sq.M. 3045.00 773.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.T.-57 Spec. No.:BDT.-57. Page No.515
34 a) Providing and fixing factory made solid core flush door in
double leaf 35 mm thick, decorative types, of exterior grade,
as per detailed drawings, conforming to I.S.:2202 - 1962
(Revised) including Burmah/ superior Indian teak wood
frame, approved face veneers on both faces with/without
glazing and venetians in the positions shown on the
drawings or as directed, all necessary beads, moulding and
lipping, wrought iron holdfasts, ------ without brass mortise
lock, chromium plated handles on both sides, stoppers and
finishing with french-polish/ waxing complete. (without
door frame).(Sample to be got approved from Ex.Engineer
before use) 6 No.s hinges of 125mm length, 3 No.s handles
150mm length, 3 No.s of tower bolt of 250mm length, 1 No.
of Tadi patti 250mm, 1 aldrop of 300mm length & diameter
20mm.
a) Brass Fittings and fastenings Sq.M. 5217.00 583.00
b) Stainless Steel Fittings and fastenings Sq.M. 3803.00 583.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 3163.00 583.00
b) For 32 mm thick
a) Brass Fittings and fastenings Sq.M. 4916.00 583.00
b) Stainless Steel Fittings and fastenings Sq.M. 3502.00 583.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 2861.00 583.00
Bd T 35 Spec.No.: Bd.T.35/page No.500
VENTILATORS
35 Providing and fixing C.T.W. second class fully glazed
ventilator rectangular in shape adopting sections and sizes
as given in Standard Specifications Volume II (1981) or as per
drawing, inclduing ----- and finishing the wood work with one
coat of primer complete. (Without frame and mild steel bar)
(2 No.s Hinges of 100mm, 1 No. handle of 150mm, 1 No.
Tower bolt of 200mm, 2 No.s Hook & Eye of 225mm.)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.:BDT.-4. Page No.492
Bd. T. -4 a) Ventilator
a) Brass Fittings and fastenings Sq.M. 3045.00 347.00
b) Stainless Steel Fittings and fastenings Sq.M. 2352.00 347.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 1995.00 347.00
b) Fanlight
a) Brass Fittings and fastenings Sq.M. 3045.00 347.00
b) Stainless Steel Fittings and fastenings 2352.00 347.00
c) CP/ Iron Oxidised fittings and fastenings 1995.00 347.00
36 Providing and fixing steel Louvered windows / ventilators
(IS std.) of various sizes as per detailed drawing without hot
dip zinc coating including fabrication with approved type
and quality all fixtures and fastening without teak wood
boxing including finishing with one coat of primer and two
coats of oil painting complete. (Sample to be got approved
from Ex.Engineer before use)
Sq.M. 2074.00 315.00
Spec. As directed by Engineer-In-Charge.
37 Providing and fixing in position aluminium louvered
windows/ ventilators (IS std.) of various sizes with powder
coating as per detailed drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm thick sheet
glass louveres, clips / rubber plain P.V.C. gaskets of approved
quality etc.complete. (Sample to be got approved from.Ex.
Engineer before use)
Sq.M. 2472.00 154.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
38 a) Providing and fixing in position Powder coated aluminium
windows / ventilators of various size with openable / sliding
aluminium frame, 5 mm thick plain sheet glass shutter,
glazing clips / neoprene / rubber / PVC Gasket of approved
quality, chromium plated brass wigs, other aluminium fixture
and fastenings,handle, stopper etc. complete including
making the damaged structure to its original condition.
(Sample to be got approved from Ex. Engineer before use)
Sq.M. 4130.00 368.00
Bd T 97 Spec.No.: As directed by Engineer- in-charge.
39 Providing and fixing steel ventilator fully glazed partly top
hung and partly fixed as per detailed drawing without hot
dip zinc coating including fabricating glazing with plain
obscured glass panes of approved type and quality and
fastening without teak wood boxing and architecture and oil
painting two coats etc. complete. (Sample to be got
approved from Ex.Engineer before use)
Sq.M. 2252.00 302.00
Bd T 123 Spec.No.: As directed by Engineer- in-charge.
WINDOWS
40 Providing and fixing country teak wood ____ double leaves
second class windows (fully glazed) adopting sections and
sizes as given in standard specifications Volume II (1981)
with plain observed glass shutters without
ventilators/fanlights as per detailed drawings, including
Brass fixtures and fastenings and finishing the wood work
with one coat of primer complete. (Without frame and mild
steel bars) (6 No.s Hinges of 100mm, 1 No. handle of
150mm, 2 No.s Tower bolt of 200mm, 2 No.s Hook & Eye of
225mm. (All fittings and fastening as per IS code including oil
painting of three coats of approved shade and brand on both
sides)
Bd.T.-42 Spec. No.:BDT.-42 Page No.508
(A) 25mm thick
a) Brass Fittings and fastenings Sq.M. 5941.00 910.00
b) Stainless Steel Fittings and fastenings Sq.M. 4507.00 910.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 3635.00 910.00
(B) 30mm thick
a) Brass Fittings and fastenings Sq.M. 6253.00 910.00
b) Stainless Steel Fittings and fastenings Sq.M. 4820.00 910.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 3947.00 910.00
41 Providing and fixing country cut teak wood louvered
windows with teak wood frame 60 x 100 mm and glass
louvers of approved quality with 16 mm dia. mild steel bars
between louvers, including finishing wood work and iron
work with one coat of primer complete.
Sq.M. 4410.00 420.00
Bd.T.-52 Spec. No.:BDT.-52. Page No.512
42 Providing and fixing double leaves second class window
with panelled shutters 35 mm thick with panels 25 mm thick
without ventilator / fanlights as per detailed drawings,
including ----- and finishing the wood work with one coat of
primer complete . (Without frame) (6 No.s Hinges of
100mm, 2 No. handle of 150mm, 2 No.s Tower bolt of
200mm, 2 No.s Hook & Eye of 225mm. (All fittings and
fastening as per IS code including oil painting of three coats
of approved shade and brand on both sides)
a) Brass Fittings and fastenings Sq.M. 6972.00 1109.00
b) Stainless Steel Fittings and fastenings Sq.M. 6158.00 1109.00
c) CP/ Iron Oxidised fittings and fastenings Sq.M. 5811.00 1109.00
Bd.T.-45 Spec. No.:BDT.-45. Page No.509
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
43 Providing and fixing steel windows of various sizes as per
detailed drawings without hot dip zinc coating without/with
ventilator including fabrication, glazing with non-
acetinic/plain/obscured glass panels of approved type and
quality, all fixtures and fastening without teak wood boxing,-
and architraves and finishing with one coat of primer
complete. (Sample to be got approved from Ex. Engineer
before use)
Sq.M. 2134.00 224.00
Bd.T.-53 Spec. No.:BDT.-53. Page No.512
44 Providing and fixing steel windows of various sizes as per
detailed drawings with welded square bars 12 mm at 10cm
centre to centre without hot dip Zinc coating without/with
ventilator including fabrication, glazing with plain / obscured
glass panels of approved type and quality, all fixtures and
fastenings without teak wood boxing, and architraves and
finishing with one coat of primer complete. (Sample to be
got approved from Ex. Engineer before use)
Sq.M. 2885.00 458.00
Bd.T.-53 Spec. No.:BDT.-53. Page No.512
45 Providing and fixing in position anodised extruded
aluminium openable window of outer frame size 53 x 57mm
(or as required size with proportionate change in weight) of
average weight @ 1.118kg/Rmt and shutter of 53 x 57mm
(or as required size) of average weight of 0.30 kg/Rmt (or as
required) with plain sheet glass 5.5mm thick with
neoprene/rubber gasket with hinges, locking arrangement
and wooden encasement wherever necessary etc. complete
as directed by Engineer-in-charge.
Sq.M. 4223.00 992.00
Spec. As directed by Engineer-In-Charge.
46 Providing and fixing 16 mm dia. steel round bars at 100 mm
c/c to windows/ventilators/fanlights, fixing mild steel flats
40 x 6 mm in frame, cutting a recess to fit the flat exactly,
including drilling the holes to flats to pass the bars through it
25 mm inside in wooden frame including providing two
central flats of 40 x 6 mm by drilling holes.
Sq.M. 1218.00 158.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
47 Providing and fixing 16 mm dia. steel round bars at 100 mm
c/c to windows/ventilators/fanlights, fixing mild steel flats
40 x 6 mm in frame, cutting a recess to fit the flat exactly,
including drilling the holes to flats to pass the bars through it
25 mm inside in wooden frame including providing one
central flats of 40 x 6 mm by drilling holes including one
coat of primer etc. complete. (when bar length exceeds 45
cm and upto 75 cm)
Sq.M. 1089.00 158.00
Spec. As directed by Engineer-In-Charge.
48 Providing and fixing 16 mm dia. steel round bars at 100 mm
c/c to windows/ventilators/fanlights, fixing mild steel flats
40 x 6 mm in frame, cutting a recess to fit the flat exactly,
including drilling the holes to flats to pass the bars through it
25 mm inside in wooden frame without central mild steel
flats including providing one coat of primer etc.
complete.(No central flat to be provided upto 45 cm bar
length)
Sq.M. 1035.00 138.00
Spec. As directed by Engineer-In-Charge.
49 Providing and fixing 16 mm dia. mild steel bars to window at
100 mm center to center, including one coat of primer etc.
complete. (without M.S.flats)
Sq.M. 708.00 238.00
Spec. As directed by Engineer-In-Charge.
50
Bd T 53A
Providing and fixing steel windows of various sizes as per
detailed drawings without hot dip zinc coating without/with
ventilator including fabrication, glazing with non-
acetinic/plain/obscured glass panes of approved type and
quality, all fixtures and fastening without teak wood boxing
and architraves and finishing with one coat of primer
complete. (with flash butt welding) (Sample to be got
approved from Ex. Engineer before use) ( Without 12mm
square bars.)
Sq.M. 2273.00 251.00
Spec.No.: Bd.T.53/Page No.512
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
51
Bd T-53B
Providing and fixing steel windows of various sizes as per
detailed drawings with welded square bars 12 mm at 10cm
centre to centre without hot dip Zinc coating without/with
ventilator including fabrication, glazing with non-acetinic /
plain /obscured glass panes of approved type and quality, all
fixtures and fastenings without teak wood boxing, and
architraves and finishing with one coat of primer complete.
(Sample to be got approved from Ex. Engineer before use)
(with flush butt welding)
Sq.M. 3022.00 434.00
Spec.No.: Bd.T.53/Page No.512
52
Bd T 98A
a) Providing, supplying and fixing in position anodised
extruded aluminium casement / openable window of outer
frame size 44mm x 44mm or as of required size with
proportionate change in weight of average weight @ 0.90 kg
per metre and shutter of 44 mm x 64 mm ( or as required
size ) of average weight of 0.30 kg per metre (or as required)
with plain sheet glass with neoprene/rubber gasket with
hinges, locking arrangement, pegstay etc. as per approved
drawing, specification etc. complete.(as per Architect's
drawing Job No.T-MISC/ 5000 drawing No. 22 dated
3.2.1992) (Sample to be got approved from Ex.Engineer
before use)
Sq.M. 4100.00 945.00
b) For powder coated aluminium window Sq.M. 4077.00 945.00
Spec.No.: As directed by Engineer- in-charge.
53 a) Providing and fixing in position anodised extruded
aluminium fixed glass pannelled window having frame
made out extruded tubular section of size 34 mm x 42 mm
(or as required size in proportionate weight) of average
thickness 2 mm and weight 0.726 kg per metre(or as
required), mechanically assembled at corners with glazing
beading of average 0.26 kg per running metre or required
weight including plain sheet glass with neoprene/ rubber
gasket etc. complete. (As per Architect's drawing job No. T –
MISC/5000/drawing No.22 dated 3.2.1992)
Sq.M. 3493.00 840.00
b) For powder coated aluminium window Sq.M. 3442.00 735.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec.No.: As directed by Engineer- in-charge.
54
Providing and fixing in position anodised (as per
I.S.1868/1982) alluminium sliding window of two tracks
with rectangular pipe 63 x 38.10 x 1.22 mm at weight 0.650
kg/Rmt. And window frame bottom track section 61.85 x
31.75 x1.20 mm at weight 0.695 kg/Rmt. Top and side track
section 61.85 x 31.75 x 1.00 mm at weight 0.417kg/Rmt. The
shutter should be of bearing bottom 40 x 18 x 1.25 mm at
weight 0.417Kg/Rmt. Inter locking section 40 x 18 x 1.10 mm
at weight 0.469 Kg/Rmt. And handle section 52x18x1.13 mm
at weight 0.488 Kg/Rmt. and top section 40x18x1.25 mm at
weight 0.417 Kg/Rmt. as Per detailed drawing as as directed
by Engineer-In-Charge with all necessary aluminium section
fixtures and fastenings such as roller bearing in nylon casting
and self locking catch fitted in vertical section of shutter
including 5 mm thick plain glass with all required screws and
nust. etc.complete. Spce : As directed by Engineer-in-charge.
(Jindal section and Fenesta section for Aluminium & saint
Gobain/ Asahi/ Modi for glass)
Spec.No.: As directed by Engineer- in-charge.
a Without powder coating with box Sq.M. 3243.00 769.00
b Without powder coating without box Sq.M. 2586.00 769.00
c With powder coating with box Sq.M. 3514.00 769.00
d With powder coating without box Sq.M. 2790.00 769.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
55 Providing and fixing in position anodised (as per
I.S.1868/1982) alluminium sliding window of three tracks
with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637
kg/Rmt. and window frame bottom track section 92 x 31.75
x 1.30 mm at weight 1.070 kg/Rmt. Top and side track
section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The
shutter should be of bearing bottom 40 x 18 x 1.25 mm at
weight 0.417 Kg/Rmt. Inter locking section 40 x 18 x 1.25
mm at weight 0.469 Kg/Rmt. And handle section 52 x 18 x
1.13 mm at weight 0.488 Kg/Rmt. and top section 40 x 18 x
1.25 mm at weight 0.417 Kg/Rmt. as per detailed drowing
and as directed by Engineer In Charge with all necessary
aluminium sections fixtures and fastenings such as roller
bearing in nylon casting and self locking catch fitted in
vertical section of shutter including 5 mm thick plain glass
with all required screws and nuts etc.complete. Spce : As
directed by Engineer-in-charge. Jindal section and Fenesta
section for Aluminium & saint Gobain/ Asahi/ Modi for glass)
Sq.M.
Spec.No.: As directed by Engineer- in-charge.
a Without powder coating with box Sq.M. 3481.00 1038.00
b Without powder coating without box Sq.M. 2804.00 1038.00
c With powder coating with box Sq.M. 3784.00 1038.00
d With powder coating without box Sq.M. 3036.00 1038.00
55a Supplying and fixing in position aluminium extruded section
Four track sliding windows upto 1.2 metre height, outer
frame made from section of over all size 80 mm x 45 mm,
bottom section with or without drain section, track weighing
0.90 kg per metre and top and side section weighing 0.838
kg per running metre with shutter or sections made of 19
mm x 40 mm size having average weight of 0.6 kg per
running metre(or as required size) with change in
proportionate weight,with 5.00 mm selected quality plain
sheet glass fixed with new neoprene gasket shutters to be
provided with nylon encased stainless rollers, necessary
locks and handles complete. (As per Architect's drawing
no.Job No. T- MISC/5000 Drg.No.22 dated 3.2.1992)
Spec. As Directed by Engneer-In_Charge
Sq.M 4589.00 540.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
55b With 5.00 mm selected quality plain sheet glass and netlon
equivalent type extruded mosquito proof netting
Sq.M. 4494.00 540.00
56 Providing and fixing M.S. iron bars of 16 mm dia for
windows and ventilators at 10cm C/C and M.S. flat 40 mm x
6 mm at sides and 50 mm x 10 mm at centre in windows and
ventilators including cutting, welding and oil painting in two
coats complete.
Sq.M. 1218.00 168.00
Spec.No.: As directed by Engineer- in-charge.
57
Providing and fixing steel frame of angle 40 x 40 x 5 mm size
with 16 mm dia bars for windows, mild steel bar horizontally
at 10 cm C/C for ventilator portion and 15 cm C/C for
remaining portion with M.S. plate size 40 x 6 mm vertical at
centre including iron holdfasts boxes for fixing 40 x 6 mm
fixing shutter including welding, finishing, painting with two
coats of oil paint etc. complete (without/ with
ventilator)(Sample to be got approved from Ex. Engineer
before use)
Sq.M. 1575.00 158.00
Spec.No.: As directed by Engineer- in-charge.
58 a) Providing and fixing anodised aluminium windows with
openable/ sliding shutters including anodised aluminium
frame 5 mm thick sheet glass, necessary fixtures and
fastenings, neoprene / plain rubber gaskets as per detailed
drawing and specifications etc. complete. (Sample to be got
approved from Ex. Engineer before use)
Sq.M. 3315.00 646.00
b) For powder coated aluminium windows Sq.M. 3270.00 646.00
Spec.No.: As directed by Engineer- in-charge.
PARTITIONS
59 Providing and fixing partition 4 mm thick Indian teak Veneer
on both sides including C.T.W. frame of 80x40mm at 60 cm
C/C on both ways, including finishing with French polishing
complete.(without skirting)
Sq.M. 3465.00 314.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
60 Providing and fixing partition 4 mm thick Indian teak Veneer
on one side and 4mm commercial type plywood on the
other side including C.T.W. frame of 70 x 35 mm at 60 cm
C/C on both ways, including finishing with French polishing
to Veneer face and oil painting / french polishing to other
face etc.complete.(without skirting)
Sq.M. 2835.00 318.00
Spec. As directed by Engineer-In-Charge.
61 Providing and fixing country teakwood partly veneered and
partly glazed partition with C.C. teakwood frame and
vertical members of same size 70 x 35 mm frame at 60 cm
centre to centre and, decorative veneer of 4 mm thick
panels including french polishing etc. complete.
Sq.M. 2625.00 233.00
Spec. As directed by Engineer-In-Charge.
62 Providing and fixing partitions with 12 mm thick three
layered flat pressed teakwood particle board both faces
commercial bonded with phenol formal dehyde synthetic
resin including CTW vertical 70 x 70 mm and top and bottom
rail of 70 x 35 mm and covering batten of 20 x 10 mm at 1.00
metre apart on both ways or as directed including finishing
with one coat of primer complete.
Sq.M. 1365.00 271.00
Bd.T.-63 Spec. No.:BDT.-63. Page No.514
63 Providing and fixing partitions with 12 mm thick three
layerd flat pressed teakwood commercial board
compressed one face and other teak veneer bonded with
phenol formaldehyde synthetic resin including CTW vertical
70 x 70 mm and top and bottom rail of 70 x 35 mm and
covering batten of 20 x 10 mm at 1.00 metre apart on both
ways or as directed including finishing with one coat of
primer complete.
Sq.M. 1575.00 315.00
Bd.T.-63 Spec. No.:BDT.-63. Page No.518
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
64 Providing and fixing partition with 12mm thick three
layered flat pressed veneer teak wood partical board with
both faces teak veneer bonded with phenol formaldehyde
synthetic resin including C.T.W. vertical 70 x 70 mm and top
and bottom rail of 70 x 35 mm and covering battern of 20 x
10 mm at 1.00 metre apart on both ways or as directed
including finishing with one coat of primer complete.
Sq.M. 1680.00 315.00
Bd.T.-68 Spec. No.:BDT.-68. Page No.520
65 Providing,supplying and fixing in position anodised extruded
aluminium partitions, partly glazed and partly laminated
having frame made out of extruded tubular section of size
40 x 60mm with 12 mm thick three layered flat pressed teak
wood particle board bonded with BWP type’ exterior grade
phenolformaldehyde synthetic resin conforming to
I.S.12823-1990, laminated on both sides Nova teak or
equivalent and 5 mm thick selected quality flat glass pannels
fixed with aluminium glass clips 12 x 12 mm and rubber
cushioning beading to glass partition as per approved
drawing etc. complete. (Sample to be got approved from Ex.
Engineer before use)
Sq.M. 2167.00 478.00
Spec. As directed by Engineer-In-Charge.
66 Providing,supplying and fixing in position powered coated
aluminium partitions, partly glazed and partly laminated
having frame made out of extruded tubular section of size
40 x 60mm with 12 mm thick three layered flat pressed teak
wood particle board bonded with BWP type’ exterior grade
phenolformaldehyde synthetic resin conforming to
I.S.12823-1990, laminated on both sides Nova teak or
equivalent and 5 mm thick selected quality flat glass pannels
fixed with aluminium glass clips 12 x 12 mm and rubber
cushioning beading to glass partition as per approved
drawing etc. complete. (Sample to be got approved from Ex.
Engineer before use)
Sq.M. 2126.00 359.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
67 Providing,supplying and fixing in position anodised extruded
aluminium partitions with both sides laminated panels
having frame made out of- aluminium extruded tubular
section of size 40 mm x 65 mm with 12 mm thick three
layered flat pressed teak wood particle board bonded with
BWP type exterior grade phenolformaldehyde synthetic
resin conforming to I.S.12823-1990, laminated on both sides
Nova teak or equivalent , fixed with aluminium glazing clips
of size 12 x 12 mm as per approved drawing etc.
complete.(Sample to be got approved from Ex. Engineer
before use)
Sq.M. 2014.00 404.00
Spec. As directed by Engineer-In-Charge.
68 Providing and fixing in position powder coated aluminium
partition having frame made of aluminium extruded tubular
section of size 65 x 40 mm with 12 mm thick three layered
flat pressed teak wood particle board bonded with BWP type
exterior grade phenol formaldehyde synthetic resin
conforming to I.S.12823-1990, laminated on both sides Nova
teak or equivalent , fixed with aluminium glazing clips of size
12 x 12mm (conical) as per drawing etc. complete. (Sample
to be got approved from Ex.Engineer before use)
Sq.M. 1945.00 394.00
Spec. As directed by Engineer-In-Charge.
69 Providing and fixing partitions using 2.1 metre height and
12 mm thick three layered flat pressed veneered teak wood
particle board, exterior grade, bonded with BWP type
phenol formaldehyde synthetic resin conforming to
I.S.12893-1990 with commercial veneers on both side
including Aluminium frame and verticals of size of 65 mm x
40 mm in a pannels of 1.20 m etc. complete. (As per detailed
drawing) (Sample to be got approved from Ex. Engineer
before use)
Sq.M. 1594.00 266.00
Spec.No.: As directed by Engineer- in-charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
70 Providing and fixing in position anodised extruded
aluminium partition having frame made out of aluminium
extruded tubular section of size 65 mm x 40 mm with 12 mm
thick three layered flat pressed teak wood particle board
bonded with BWP type exterior grade phenol formaldehyde
synthetic resin conforming to I.S.12823-1990, laminated on
both sides, Novateak or equivalent, Laminated 5 mm thick
selected quality of glass pannels fixed with aluminium
glazing clips 12mm x 12mm (conical) rubber cushioning to
glass as per detailed drawings etc. complete.(Sample to be
got approved from Ex.Engineer before use)
Sq.M. 2639.00 461.00
Spec.No.: As directed by Engineer- in-charge
71 Providing and fixing in position Powder Coated extruded
aluminium partition having frame made out of aluminium
extruded tubular section of size 65 mm x 40 mm with 12 mm
thick three layered flat pressed teak wood particle board
bonded with BWP type exterior grade phenol formaldehyde
synthetic resin conforming to I.S.12823-1990, laminated on
both sides, Novateak or equivalent, Laminated 5 mm thick
selected quality of glass pannels fixed with aluminium
glazing clips 12mm x 12mm (conical) rubber cushioning to
glass as per detailed drawings etc. complete.(Sample to be
got approved from Ex.Engineer before use)
Sq.M. 2552.00 455.00
Spec.No.: As directed by Engineer- in-charge
72 Providing and fixing GYP board material stud single layer
partition 97.00 mm thick using single board of 12.5 mm
thick on each side of 34/76/36 mm studs fixed to floor and
ceiling channel 70/32 mm at every 610 mm regular interval
horizontally including finishing the joints with jointing
compounds, paper tape and two coats of primer paint etc.
Sq.M. 1383.00 379.00
Spec.No.: As directed by Engineer- in-charge
WEATHER SHEDS
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
73 Providing and fixing in position C.C.T.W. brackets for
weather sheds of section 70 x 45 mm with mortise and
tenon joinery at 1.2 to 1.5 metre center to center or as
directed and teak wood battens of required section,
including fixing three numbers of iron nut and bolts to each
bracket, necessary scaffolding and two coats of painting to
wood work etc. complete.
Cum 66827.00 7453.00
Spec. As directed by Engineer-In-Charge.
74 Providing and fixing 22 B.W.G. plain galvanised iron sheets
on top of weather shed, including scaffolding, fixing by
means of nut and bolts or as directed etc. complete.
(Brackets of 70 x 45 mm to be paid separately)
Sq.M. 544.00 81.00
Spec. As directed by Engineer-In-Charge.
75 Providing and fixing 22 B.W.G. plain FRP sheets on top of
weather shed, including scaffolding, fixing by means of nut
and bolts or as directed etc. complete. (Brackets of 70 x 45
mm to be paid separately)
Sq.M. 1503.00 81.00
Spec. As directed by Engineer-In-Charge.
76 Providing and fixing 4 mm thick plain A.C. sheets (of IS std.)
on top of the weather shed including scaffolding, fixing by
means of nuts and bolts or as directed etc. complete as per
detailed drawing (Brackets of 70 x 45 mm to be paid
separately).
Sq.M. 224.00 75.00
Spec. As directed by Engineer-In-Charge.
77 Replacing by providing and fixing 3 mm thick plain sheet
glass panels to doors and windows etc., including putty
complete.
Sq.M. 433.00 64.00
Spec. As directed by Engineer-In-Charge.
78 Replacing by providing and fixing 3 mm thick ribbed glass
panels to doors and windows etc., including putty complete.
Sq.M. 420.00 64.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
79 Providing and fixing clear/frosted glass panels 3mm thick for
all size including putty, C.T.W. beading etc. complete.
Sq.M. 394.00 57.00
Spec. As directed by Engineer-In-Charge.
80 Providing and fixing clear/frosted glass panels 5.5mm thick
for all size including putty, C.T.W. beading etc. complete.
Sq.M. 540.00 62.00
Spec. As directed by Engineer-In-Charge.
81 Providing and fixing UV proof plastic sheet panels of
approved quality in required thickness of 3 mm plain, clear
or any colour or obscured (lining) in lieu of glass panels to
doors/windows including providing and fixing clips, putty
etc. complete.
(Sample to be got approved from Ex.Engineer before use)
Sq.M. 579.00 53.00
Spec. As directed by Engineer-In-Charge.
82 Providing and fixing country teak wood runner size 150 x 75
mm over partition, including rounding, fixing in the masonry
where necessary beading on sides etc. complete.
Rmt 728.00 43.00
Spec. As directed by Engineer-In-Charge.
83 Providing and fixing teak wood cover moulding 45 x 20 mm
over doors and windows in the required shape & size as per
drawing, including all mouldings and finishing with french
polishing etc. complete.
Rmt 84.00 25.00
Spec. As directed by Engineer-In-Charge.
84 Providing and fixing welded mesh of _____ and 2.54 mm
thick (12 gauge) to teak wood frame work as per detailed
drawings or as directed, including iron fastenings, one coat
of primer, scaffolding etc. complete. (Frame work of 70 x 45
mm and covering battens of 45 x 10 mm to be paid
separately)
Spec. No.:BDT.-38 Page No.505
Bd.T.-38 a) 75x25mm Sq.M. 205.00 20.00
b) 50x25mm Sq.M. 223.00 24.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c) 25x25mm Sq.M. 289.00 24.00
d) 50x50mm Sq.M. 273.00 24.00
85 Providing and fixing aluminium grill`(5.13 Kg/Sqm)
decorative of various sizes as per detail drawing and
specification etc. complete. (Prior permission to be obtained
from S.E. before execution of this item) ( 5.13 Kg/Sqm)
Sq.M. 3494.00 270.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - U : IRON WORK
1 Providing and fixing mild steel grill work for windows,
ventilators weighing 15 kg per sq.m as per drawing,
including necessary fixtures, welding and painting with one
coat of anti-corrosive paint etc. complete.
Sq.M. 1114.00 175.00
Bd.U. -1 Spec. No.:BDU.-1 Page No.583
2 Add for extra weight or deduct for less weight for
fabricating such as cutting, shaping, riveting etc. mild steel
for grill works including welding.
Kg. 62.00 3.00
Bd. U. -1 Spec. No.:BDU.-1 Page No.583
3 Providing and fixing mild steel grill railing weighing ___ kg
per sq.m with C.C. teak wood hand rail of size 75 x 60 mm
and sill of 75 x 25 mm for staircase, and varandah including
fabricating, fixtures, erecting, painting grill work with one
coat of anticorrosive paint and polishing the sill, hand rail
with french polishing complete.
Bd.U.-3 Spec. No.:BDU.-3 Page No.584
a) 15 kg. Sq.M. 1559.00 171.00
b) 20 kg. Sq.M. 1833.00 171.00
c) 25 kg. Sq.M. 2014.00 171.00
d) 30 kg. Sq.M. 2366.00 171.00
e) 35 kg. Sq.M. 2606.00 171.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - V : WATER SUPPLY AND SANITARY FITTINGS
1 Providing and laying in trenches for-------------- approved
Galvanised Iron pipe having embossed at every meter the ISI
mark and name of manufacturer, having 21.32 mm outer
diameter and 1.504 kilogramme per metre weight with
screwed sockets, joints, and necessary galvanised iron
fittings such as backnuts, elbows, bends, tees, reducers,
enlargers, plugs, etc. including providing and applying two
coats of oil paint with one coat of primer and necessary
excavation and backfilling complete including removing
existing pipe if necessary & conveying & stacking in P.W.D.
chowky or as directed. ( FINOLEX/ SUPREME/ PRINCE)
Bd. V. -5 Spec. No.:BDV.-5 Page No.599
A) Medium type.
a)15mm dia.(outer dia. 21.32 mm & weight 1.27 kg./ Rmt.) Rmt 200.00 74.00
b)20mm dia.(outer dia. 26.90 mm & weight 1.64 kg./ Rmt.) Rmt 257.00 74.00
c)25mm dia.(outer dia. 33.70 mm & weight 2.52 kg./ Rmt.) Rmt 299.00 74.00
d)32mm dia.(outer dia.42.40 mm & weight 3.24 kg./ Rmt.) Rmt 326.00 74.00
e)40mm dia.(outer dia. 48.30 mm & weight 3.73 kg./ Rmt.) Rmt 373.00 76.00
B) Heavy type.
a)15mm dia.(outer dia. 21.32 mm & weight 1.27 kg./ Rmt.) Rmt 202.00 49.00
b)20mm dia.(outer dia. 26.90 mm & weight 1.64 kg./ Rmt.) Rmt 236.00 66.00
c)25mm dia.(outer dia. 33.70 mm & weight 2.52 kg./ Rmt.) Rmt 310.00 66.00
d)32mm dia.(outer dia.42.40 mm & weight 3.24 kg./ Rmt.) Rmt 394.00 67.00
e)40mm dia.(outer dia. 48.30 mm & weight 3.73 kg./ Rmt.) Rmt 441.00 69.00
f)50mm dia.(outer dia.60.30 mm & weight 5.23 kg./ Rmt) Rmt 557.00 76.00
g)80mm dia(outer dia 88.90 mm & weight 8.70 kg./ Rmt) Rmt 814.00 77.00
h)100mm dia(outer dia.14.30 mm & weight 12.77 kg./ Rmt) Rmt 1076.00 84.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2 Providing and laying on walls/ceiling/floors ___mm diameter
approved ______ Galvanised Iron pipe having embossed at
every meter the ISI mark and name of manufacturer,
having___mm outer diameter and ___ kilogramme per
metre weight with screwed sockets, joints, and necessary
galvanised iron fittings such as backnuts, elbows, bends,
tees, reducers, enlargers, plugs, etc. including necessary
drilling in holes in walls/slabs etc. and remaking good the
demolished portion to restore the same in original condition
neatly and applying primer and two coats of oil painting
including necessary scaffolding including removing existing
pipe if necessary & conveying & stacking in P.W.D. chowky
or as directed. ( FINOLEX/ SUPREME/ PRINCE)
Bd. V. -5 Spec. No.:BDV.-5 Page No.599
A) Medium type.
a)15mm dia(outer dia. 21.32 mm & weight 1.27 kg./ Rmt.) Rmt 202.00 39.00
b)20mm dia(outer dia. 26.90 mm & weight 1.64 kg./ Rmt.) Rmt 225.00 39.00
c)25mm dia(outer dia. 33.70 mm & weight 2.52 kg./ Rmt.) Rmt 267.00 39.00
d)32mm dia(outer dia.42.40 mm & weight 3.24 kg./ Rmt.) Rmt 319.00 39.00
e)40mm dia(outer dia. 48.30 mm & weight 3.73 kg./ Rmt.) Rmt 352.00 39.00
f)50mm dia(outer dia. 60.30 mm & weight 5.23 kg./ Rmt.) Rmt 449.00 40.00
g)80mm dia(outer dia. 88.90 mm & weight 8.70 kg./ Rmt.) Rmt 771.00 40.00
B) Heavy type.
a)15mm dia(outer dia. 21.32 mm & weight 1.27 kg./ Rmt.) Rmt 252.00 39.00
b)20mm dia(outer dia. 26.90 mm & weight 1.64 kg./ Rmt.) Rmt 267.00 42.00
c)25mm dia(outer dia. 33.70 mm & weight 2.52 kg./ Rmt.) Rmt 313.00 42.00
d)32mm dia(outer dia.42.40 mm & weight 3.24 kg./ Rmt.) Rmt 352.00 42.00
e)40mm dia(outer dia. 48.30 mm & weight 3.73 kg./ Rmt.) Rmt 410.00 53.00
f)50mm dia(outer dia. 60.30 mm & weight 5.23 kg./ Rmt.) Rmt 457.00 53.00
g)80mm dia(outer dia. 88.90 mm & weight 8.70 kg./ Rmt.) Rmt 900.00 53.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
3 Providing and fixing in position Ultra Voilet stabilised UPVC
plumbing pipes of specified outer diameter of required
standard thickness confirming to I.S. 4985, including
necessary fittings confirming to I.S. 7834, such as P.V.C.
bends, vees, reducers, clamps, plugs etc. necessary
excavation trench, refilling, necessary drilling holes in walls /
slab, and making the good the surface complete. (For 10.00
Kg/Sq.cm. pressure) ( FINOLEX/ SUPREME/ PRINCE)
Spec. As directed by Engineer-In-Charge.
a)15mm. Diameter Rmt 41.00 12.00
b)20mm. Diameter Rmt 49.00 12.00
c)25mm. Diameter Rmt 66.00 12.00
d)32mm. Diameter Rmt 80.00 12.00
e)40mm. Diameter Rmt 93.00 12.00
f)50mm. Diameter Rmt 107.00 12.00
h)63mm. Diameter Rmt 131.00 12.00
4
Bd.
V.6-7
Providing and fixing approved and tested water meter
bearing I.S.I. mark with non return valve including strainer,
sockets, union nut and construction ______ of required and
adequate size with M.S. fabricated frame and mild steel
hinged cover with locking arrangement and lock etc.
complete.
Spec. No.:BDV.-6 & BDV -7 Page No.600
A) with brick masonary chamber
a) 15mm. diameter water meter No. 4591.00 363.00
b) 20mm. diameter water meter No. 5236.00 363.00
c) 25mm. diameter water meter No. 5727.00 363.00
B) without brick masonary chamber
a) 15mm. diameter water meter No. 1943.00 290.00
b) 20mm. diameter water meter No. 2588.00 290.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c) 25mm. diameter water meter No. 3079.00 290.00
5Bd. V. -8 Providing and fixing ___ mm dia. screw down bib/stop tap of
brass of approved quality and make, including necessary
sockets, union nut, testing etc. complete.
Spec. No.:BDV.-8 Page No.600
a)15mm. Diameter No. 291.00 42.00
b)20mm. Diameter No. 401.00 40.00
c)25mm. Diameter No. 478.00 39.00
6
Bd.
V. -9
Providing and fixing screw down ___ dia wheeled stop tap of
steel or chromium plating of approved quality and make
bearing I.S.I. mark, including sockets, union nut complete.
Spec. No.:BDV.-9 Page No.602
a)15mm. Diameter No. 192.00 35.00
b)20mm. Diameter No. 257.00 35.00
c)25mm. Diameter No. 341.00 38.00
d)32mm. Diameter No. 378.00 38.00
e)40mm. Diameter No. 491.00 47.00
f)50mm. Diameter No. 545.00 47.00
g)65mm. Diameter No. 587.00 51.00
h)80mm. Diameter No. 621.00 51.00
7
Bd.
V.-10
Providing and fixing ___ mm dia. steel or chromium plating
stop tap of approved quality and make with clutch/ wheel
including sockets/ union nut and brick masonry chamber
with cast iron-frame and mild steel hinged cover with
locking arrangement and lock.
Spec. No.:BDV.-10 Page No.602
a)15mm. Diameter No. 1373.00 37.00
b)20mm. Diameter No. 1470.00 37.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c)25mm. Diameter No. 1608.00 37.00
8Bd.V.-11 Providing and fixing brass stop tap of approved quality and
make with crutch/ wheel including sockets/ union nut and
brick masonry chamber with cast iron-frame and mild steel
hinged cover with locking arrangement and lock etc.
complete.
Spec. No.:BDV.-11 Page No.603
a)15mm. Diameter No. 975.00 37.00
b)20mm. Diameter No. 1013.00 37.00
c)25mm. Diameter No. 1069.00 37.00
9
Bd.
V.-14
Providing and fixing 15 mm diameter concussion push
button type steel with chromium plating self closing tap of
approved make and quality, including necessary socket,
testing etc. complete.
No. 242.00 51.00
Spec. No.:BDV.-14 Page No.604
10
Bd.V.-15
Providing and fixing half turn 25 mm dia. steel with
chromium plating flushing cock including necessary fitting
etc. complete.
No. 473.00 66.00
Spec. No.:BDV.- 15 Page No.606
11 Providing and fixing fittings and accessories such as ball cock,
overflow pipe with mosquito proof coupling, scour, pipe
with plug, manhole with cover and locking arrangement,
connecting pipes and embedding intake and outflow pipes
into the R.C.C water reservior.
No. 1570.00 440.00
Bd.V.-18 Spec. No.:BDV.-18 Page No.608
12 Providing and fixing 45 cm wide steel ladder of 40 x 6 mm
mild steel flat stringers and steps of 18 mm diameter mild
steel bar including fixing it in M-15 cement concrete block 60
x 30 x30cm and painting the ladder with antirust primer and
2 coats of oil paint.
Rmt 706.00 186.00
Bd.V.-19 Spec. No.:BDV.-19 Page No.608
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
13 Providing and fixing Indian type white glazed earthenware
625 mm water closet pan including "P" trap, white
earthenware foot rests, Cast Iron soil and vent pipes upto
the outside face of the wall including 100 mm. diameter cast
iron plug bend, cement concrete bedding, 10 litres
fibre/UPVC high level flushing cistern of approved quality
and make with fittings, inlet pipe with stop tap, brackets for
fixing the cistern, 32 mm. diameter UPVC flush pipe with
fittings and clamps, 20 mm diameter galvanised iron
overflow pipe with mosquito proof coupling, galvanised iron
chain and pull, painting to the cistern and exposed pipes and
cutting and making good the walls and floors.(Excluding
waterproof brick bat coba) Hindware/ Johnson/ Perryware
No. 4031.00 1012.00
Bd.V.-20 Spec. No.:BDV.-20 Page No.610
14 Renewing Indian type white glazed earthenware 625 mm
water closet pan with 'P' trap including cement concrete
bedding and making good the damages, making connections
to watersupply and drainage and making good the
defeciencies if any complete.
No. 1153.00 300.00
Spec. As directed by Engineer-In-Charge.
15 Providing and fixing Orissa type ____ (of IS Std.)
earthenware 625 x 450 mm water closet pan including "P"
trap, white earthenware foot rests, Cast Iron soil and vent
pipes upto the outside face of the wall including 100 mm.
diameter cast iron plug bend, cement concrete bedding, 10
litres capacityUPVC /Fibre flushing cistern of approved
quality and make with fittings, inlet pipe with stop tap,
brackets for fixing the cistern, 32 mm diameter UPVC flush
pipe with fittings and clamps, 20 mm diameter galvanised
iron overflow pipe with mosquito proof coupling, galvanised
iron chain and pull, painting to the cistern and exposed pipes
and cutting and making good the walls and floors etc.
complete.(Exclusing waterproof brick bat coba)
(HINDWARE/ JOHNSON/ PERRYWARE)
Spec. As directed by Engineer-In-Charge.
A) Coloured glazed first class
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) With flushing Cistern No. 5666.00 849.00
b) Without flushing Cistern No. 4427.00 777.00
B) White glazed first class
a) With flushing Cistern No. 4437.00 849.00
b) Without flushing Cistern No. 3042.00 607.00
16 Providing and fixing European type white glazed (of IS Std.)
earthenware W.C.PAN with Bekelite seat and lid with
chromium plated brass hinges and rubber buffers including
UPVC and soil/vent pipe upto the outside face of wall, 10
litre enamelled low level flushing cistern with fittings, pipe
and stop tap brackets for fixing cistern 32 mm dia. UPVC
flush pipe with fittings and clamps, 20 mm dia. UPVC
overflow pipe, mosquito proof couplings, G.I. chain and
pulley, cutting and making good to the walls and floors,
testing etc. complete. (Prior approval of sample and brand
by Ex.Engineer is necessary before use.) (HINDWARE/
JOHNSON/ PERRYWARE)
No. 4085.00 994.00
Spec. As directed by Engineer-In-Charge.
17 Providing and fixing European type white glazed (as per IS
Std.) earthenware water closet pan with Bekelite seat and lid
with chromium plated brass hinges and rubber buffers
including UPVC, soil/vent pipes upto outside face of-the
walls, 10 litre fibre low level tank flushing cistern with
fittings, pipes and stop tap, brackets for fixing the cistern 32
mm dia. UPVC flush pipe with fittings and clamps, 20 mm
dia. UPVC overflow pipe with mosquito proof coupling
galvanised iron chain and pulley painting of the cistern and
exposed pipes and cutting and making good to the wall and
floor, testing etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary be fore use.) (HINDWARE/
JOHNSON/ PERRYWARE/ VIENA)
No. 4343.00 994.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
18 Providing and fixing European type coloured glazed (as per
IS Std.) earthenware W.C PAN with Bekelite seat and lid with
chromium plated brass hinges and rubber buffers including
UPVC soil and vent pipe upto the outside face of wall, 10
litre UPVC low level TANK flushing cistern, 32 mm. dia. UPVC
flush pipe with fittings, and clamps 20 mm dia. UPVC over
flow pipe with mosquito proof couplings, pointing to
exposed pipe and cutting and making good to the wall and
floor testing etc. complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use.) (HINDWARE/
JOHNSON/ PERRYWARE/ VIENA)
No. 4560.00 994.00
Spec. As directed by Engineer-In-Charge.
19 Providing and fixing European type white glazed (as per IS
Std.) earthernware coupled closet with syphonic trap with
syphonic low level 10 litres White Glazed cistern with black
bakelite seat and lid with chromium plated brass hinges
including UPVC soil and white glazed vent pipe upto the
outside face of the wall including 100 mm- dia. UPVC plug
bend, inlet pipe, stop tap etc. all fittings, cutting and making
good to the walls and floor, testing etc. complete. (Prior
approval of sample and brand by Ex.Engineer is necessary
before use.) (HINDWARE/ JOHNSON/ PARRYWARE/ VIENA)
No. 9030.00 840.00
Spec. As directed by Engineer-In-Charge.
20 Providing and fixing "Anglo Indian type" white glazed (as per
IS Std.) earthenware W.C.Pan with bekelite seat and lead
with chromium plated brass hinges including UPVC soil and
vent pipe upto the outside face of the wall and 100 mm dia.
UPVC plug bend, 10 litre UPVC low level flushing cistern, 32
mm dia. PVC flush pipe with fittings and clamps,20 mm dia.
PVC over flow pipe with mosquito proof coupling, G.I.chain
and pulley painting of cistern and exposed pipe and cutting
and making good to the walls and floor, testing etc.
complete. (Prior approval of sample and brand, by Ex.
Engineer is necessary before use.)
No. 4035.00 994.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
21 Providing and fixing "Anglo Indian type" (IS Std.) Orissa
Pattern white glazed W.C.Pan with backelite seat and lid
with chromium plated brass hinges including UPVC soil and
vent pipe upto the outside face of the wall and 100 mm dia.
UPVC plug bend, 10 litre UPVC low level flushing cistern, 32
mm dia. PVC flush pipe with fittings and clamps,20 mm dia.
PVC over flow pipe with mosquito proof coupling, G.I.chain
and pulley painting of cistern and exposed pipe and cutting
and making good to the walls and floor, testing etc.
complete.
(Prior approval of sample and brand, by Ex. Engineer is
necessary before use.)
No. 4363.00 994.00
Spec. As directed by Engineer-In-Charge.
22 Providing and fixing _____glazed earthenware full stall type
Urinal without flushing cistern with inlet pipes, UPVC flush
pipe, stop tap 32 mm dia. with fittings, UPVC soil pipe, UPVC
trap and soil pipe connection upto the outside face of the
wall, making good to damaged surface, testing etc.
complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.) (One full stall urinal)
(BRAND - HINDWARE/ JOHNSON/ PARRYWARE/ VIENA)
Bd.V.-23 Spec. No.:BDV.-23 Page No.612
a) Coloured glazed No. 6657.00 1004.00
b) White glazed No. 4260.00 335.00
23 Providing and fixing _____ glazed earthenware full stall type
Urinal without flushing cistern with inlet pipes, UPVC flush
pipe, stop tap 32 mm dia. with fittings, UPVC soil pipe, UPVC
trap and soil pipe connection upto the outside face of the
wall, making good to damaged surface, testing etc.
complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.) (Two full stall urinal)
(BRAND - HINDWARE/ JOHNSON/ PARRYWARE/ VIENA)
Bd.V.-23 Spec. No.:BDV.-23 Page No.613
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) Coloured glazed No. 9277.00 1151.00
b) White glazed No. 6726.00 1024.00
24 Providing and fixing ___ glazed earthenware semi stall type
urinals (of IS Std.) without cistern, with inlet pipes stop tap,
UPVC flush pipe with fittings and flushing arrangement
including UPVC soil pipe, UPVC trap and soil pipe connection
upto outside face of wall, making good the damaged surface,
testing etc. complete.
(Prior approval of sample and brand by Ex.Engineer is
necessary before use.)
Spec. As directed by Engineer-In-Charge.
a) Coloured glazed No. 3264.00 605.00
b) White glazed No. 2810.00 605.00
25
Bd.
V. -26
Providing and fixing of approved quality and make white
glazed earthenware lipped flat back type urinal with
Fibre/UPVC 5 litres capacity flushing cistern with fittings,
inlet pipe with stop tap, brackets for fixing the cistern, 32
mm. diameter UPVC heavy type flush pipe with fittings etc.
complete.
No. 2232.00 674.00
Spec. No.:BDV.-26 Page No.614
26 Providing and fixing of approved quality and make group of
two white glazed earthenware lipped flat back type urinal
with Fibre/UPVC 5 litres capacity flushing cistern with
fittings, inlet pipe with stop tap, brackets for fixing the
cistern, 32 mm. diameter UPVC flush pipe with fittings etc.
complete.
No. 2539.00 774.00
Bd.V.-27 Spec. No.:BDV.-27 Page No.614
27 Providing and fixing ___ earthenware Wash Hand Basin of
____ size including cold water piller taps, brackets, rubber
plugs and brass chain, stop tap, chromium plate bottle trap
and necessary pipe connections including UPAC waste pipe
and trap upto the outside face of the wall, making good the
damaged surface, testing etc. complete. (BRAND -
HINDWARE/ JOHNSON/ PARRYWARE/ VIENA/ AMERICAN
STANDARD)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.V.-30 Spec. No.:BDV.-30 Page No.616
A) White glazed with bottle trap
a)45x30 cm. No. 2209.00 588.00
b)55x40 cm. No. 2510.00 588.00
c)63x45 cm. No. 2746.00 588.00
B) Coloured glazed with bottle trap
a)45x30 cm. No. 2447.00 588.00
b)55x40 cm. No. 2739.00 588.00
c)63x45 cm. No. 3261.00 588.00
28 Providing and fixing ______ pedestal for W.H.B. of approved
size and quality testing etc. complete. (Prior approval of
sample and brand by Ex. Engineer is necessary before use.)
(BRAND - HINDWARE/ JOHNSON/ PARRYWARE/ VIENA)
Spec. As directed by Engineer-In-Charge.
a) White glazed No. 849.00 41.00
a) Coloured glazed No. 1129.00 41.00
29 Providing and fixing of approved quality and make white
glazed earthenware sink ________ including all connections
of the G.I. supply and UPVC waste pipe and trap upto the
outside face of the wall, cold water chromium plated screw
down bib tap, rolled steel or C.I. brackets, rubber plug with
chain and stop tap, making good the damaged surface,
chromium plated bottle trap testing etc. complete.
Bd.V.-31 Spec. No.:BDV.-31 Page No.617
a) 600x450x200 mm. No. 2126.00 352.00
b) 450x300x200 mm. No. 1918.00 331.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
30 Providing and fixing Steel sink of size................including all
connections of G.I.supply and UPVC waste pipe and trap
upto outside face of wall, cold water chromium plated screw
down bib tap, rolled steel or C.I.brackets, rubber plug and
brass chain, stop tap, making good the damaged surface,
chromium plated bottle trap testing etc. complete. (Prior
approval of sample and brand by Ex.Engineer is necessary
before use.) Brand - Nirali/ Anjali)
Bd.V.-31 Spec. No.:BDV.-31 Page No.617
a) 60x45x25 cm. No. 8295.00 1006.00
b) 40x30x25 cm. No. 4107.00 582.00
31 Providing and fixing 10 cm dia. C.I.Nahani Trap (long arm)
including symet grating,bend, connecting piece of C.I.pipe
upto the outside face of the wall, making good the damaged
surface, testing etc. complete.
No. 555.00 105.00
Bd.V.-32 Spec. No.:BDV.-32 Page No.617
32 Providing and fixing 10 cm dia. P.V.C. Nahani Trap fixed with
P.V.C. grating, P.V.C. plug bend and piece of P.V.C. pipe upto
plug bend, scaffolding etc. complete.
No. 447.00 177.00
Bd.V.-32 Spec. No.:BDV.-32 Page No.617
33 Providing and laying 100 mm dia. half round white glazed
earthenware pipes in cement concrete 1:5:10 bedding
including bends, giving necessary slope, pointing, making
good the damaged surface testing etc. complete.
R.M. 236.00 76.00
Bd.V.-29 Spec. No.:BDV.-29 Page No.624
34 Providing and laying salt glazed stone ware pipe of ____ mm
diameter including fittings such as bends, tees, single
junction, double junction, laying, jointing including
excavation and refilling trenches complete.
Bd.V.-39 Spec. No.:BDV.-39 Page No.624
a) 100 mm. Rmt 191.00 60.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) 150 mm. Rmt 261.00 45.00
c)225 mm. Rmt 455.00 65.00
35 Providing and fixing in position unplasticized poly venyl
chloride (UPVC) ultra voilet rays stabilised _______ outer
diameter rain water SWR pipe conforming to I.S. 4985 and
I.S. 13592, including necessary fittings, such as PVC grating,
bends, with door, PVC clamps, horse shoes at bottom,
rubber ring and making connections water tight with
solvent, cement including making holes in masonary
concrete redoing the same in cement mortar 1:3, curing,
testing complete. (FINOLEX/ SUPREME/ PRINCE)
Spec. As directed by Engineer-In-Charge.
a) 110 mm.diameter Rmt 347.00 56.00
b) 75 mm. diameter Rmt 210.00 44.00
36 Providing and fixing ___ UPVC/SOIL/VENT/WASTE SWR pipe
of required diameter conforming to I.S. - 13592, and I.S. -
4985 to withstand continous internal hydraulic pressure of 4
kg/cm2 including necessary fixtures and fittings, such as
bends, tees, single junctions, double junctions and joining
with rubber rings and lubricants on wall by means of clips or
in ground including necessary excavation, laying, refilling,
trench testing etc. complete. (FINOLEX/ SUPREME/ PRINCE)
Spec. As directed by Engineer-In-Charge.
a) 75 mm.diameter waste water pipe Rmt 263.00 56.00
b) 100 mm. diameter waste water & soil pipe Rmt 410.00 80.00
37 Providing & fixing in position UPVC, Ultra Voilet stabilised
______ outer diameter cowl dome confirming I.S. 4985
including making joints with solvent / cement etc. complete.
Spec. As directed by Engineer-In-Charge.
a) 75 mm.diameter No. 46.00 19.00
b) 90 mm. Diameter No. 62.00 19.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c) 110 mm. Diameter No. 67.00 19.00
38 Laying concrete pipes of I.S.NP.2 class of required diameter
in proper line, level and slope including, nesessary collars,
testing, excavation, laying, fixing with collars in cement
mortar 1:1 and refilling the trench etc. complete.
Bd.V.-41 Spec. No.:BDV.-41 Page No.625
a) 150 mm.diameter Rmt 476.00 63.00
b) 225 mm. diameter Rmt 528.00 64.00
c) 300 mm. diameter Rmt 765.00 101.00
39 Providing and constructing Brick Masonry Inspection
chamber _____ and 45 to 90 cm in depth including 1:4:8
cement concrete foundation, 1:2:4 cement concrete
channels, brick masonry, plastering from inside and outside
as required in cement mortar 1:3 and airtight RCC lid with
frame fixed in cement concrete 1:2:4, curing, testing etc.
complete.
Bd.V -43 Spec. No.:BDV.-43 Page No.625
a) 60x45 cm. No. 4181.00 946.00
b) 90x45 cm. No. 5279.00 1140.00
40
Bd.
V -44
Providing and constructing Brick Masonry Intersepting
Chember 90 x 45 cm and 90 cm to 150 cm in depth including
1:4:8 cement concrete foundation M-15 cement concrete
channels/salt glazed stoneware intercepting trap with
rodding pipe set in 1:4:8 cement concrete block, brick
masonry plastering inside and outside, airtight C.I.lid with
frame fixed in cement concrete, curing, testing etc.
complete.
No. 5985.00 1181.00
Spec. No.:BDV.-44 Page No.626
41 Providing and fixing 15 x 10 cm of approved quality salt
glazed stoneware gully trap in cement concrete 1:4:8
outside the building including symet grating in the sink,
connecting glazed stoneware pipe, brick masonry chamber
with R.C.C. lid and Symet grating for the gully trap, testing
etc. complete.
No. 755.00 47.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.V.-38 Spec. No.:BDV.-38 Page No.623
42 Providing soak pit of size 120 x 120 x 120 cm including
excavating and filling with brick bats. charcoal as per
drawing etc. complete.
No. 1575.00 525.00
Bd.V.-46 Spec. No.:BDV.-46 Page No.627
43 Providing and fixing 100 mm diameter Chromium plated
brass shower rose to 15 mm dia. G.I.Pipes including
necessary bends and sockets complete.
No. 294.00 76.00
Bd. V. -12 Spec. No.:BDV.-12 Page No.603
44 Providing and fixing chromium plated aluminium towel rails
20 dia. and 75 cms long of required length and approved
quality fixed on teak wood plate 3" x 3/8" including
providing teak wood block in the brick work etc. as directed.
No. 130.00 11.00
Spec. As directed by Engineer-In-Charge.
45 Providing and fixing chromium plated Towel Rails 75cms.
long, 16mm dia. and of approved quality fixed on chromium
plated bracket including providing teak wood gutties in
masonry etc. complete.
No. 110.00 7.00
Spec. As directed by Engineer-In-Charge.
46 Providing and fixing chromium plated Peg Rack fixed on 3" x
3/8" varnished teak wood plate 3'-0" long including fixing
teak wood blocks in masonry etc. complete.
No. 58.00 5.00
Spec. As directed by Engineer-In-Charge.
47 Providing and fixing 450 x 550 mm size superior type
Belgium mirror with 16mm dia. nickel plated towel rod etc.
complete.
No. 580.00 63.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-In-Charge.
48 Providing Mirror of approved Indian quality; copper plated
with 100 mm thick plywood backing and fixed in the
masonry etc. complete as directed.
No. 917.00 53.00
Spec. As directed by Engineer-In-Charge.
49 Providing and fixing Glass shelf 125 mm wide and 60 cm
long with necessary chromium plated brackets, providing
teak wood gutties etc. complete.
No. 242.00 42.00
Spec. As directed by Engineer-In-Charge.
50 Renewing high level 10 litres ___ flushing cistenrn (as per IS
Std.) of approved quality and make, including removing the
existing tank & disconnecting & reconnecting to water
supply and drainage pipes and making good the deficiencies
etc. complete.
Spec. As directed by Engineer-In-Charge.
a) Fibre / JPVC No. 827.00 83.00
51 Providing and fixing reinforced cement concrete cover of
approved quality and make of 311 (7.5cm) thick over
manhole and inspection chamber including mild steel
reinforcement, curing testing etc. complete.
Spec. As directed by Engineer-In-Charge.
a) 1.15x0.60 Metre in size No. 555.00 109.00
b) 1.25 Metre diametre No. 823.00 109.00
52 Providing hoisting and fixing in position high density
polyethylene UV stabilized double layered conforming to
I.S.12701, water storage tank with necessary connections,
testing etc. complete.
(Prior approval of sample by Ex. Engineer is necessary before
use.)
Litre 7.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-In-Charge.
53 Conveying, hoisting and fixing the HDPE tanks at the terrace
with all lead and lift and making necessary connections
including fixing ladder as per Municipal Corporation
requirement etc. complete.
Spec. As directed by Engineer-In-Charge.
a) up to 5000 litre capacity Litre 1.00 0.00
b) above 5000 litre capacity Litre 2.00 0.00
54 Cleaning the Septic Tank upto 1.50 Cubic Meter capacity or
equivalent etc. complete
Spec. As directed by Engineer-In-Charge. No 968.00 843.00
Add for extra one cubical capacity of Septic tank above 1.50
Cubic Meter Capacity.
No 578.00 0.00
Spec. As directed by Engineer-In-Charge.
55 Cleaning elevated water storage Reservoir within a given
period, by using bleaching powder at the rate of 14
gm/Sq.M. washing thrice potassium permanganate at the
rate of 2.50 gm/Sq.m. finally, cleaning, washing by using
nylon brush, coir string and duster, bailing out water etc.
complete.
i) Tank capacity upto 2,000 litre Per
Tank
256.00 0.00
ii) Tank capacity upto 2,001 to 5,00 litre Per
Tank
347.00 0.00
iii) Tank capacity upto 5,001 to 7,000 litre Per
Tank
373.00 0.00
iv) Tank capacity upto 7001 to 1000 litre Per
Tank
487.00 0.00
v) Tank capacity upto 10001 to 15000 litre Per
Tank
569.00 0.00
vi) Tank capacity upto 15001 to 20000 litre Per
Tank
861.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
vii) Tank capacity upto 20001 to 30000 litre Per
Tank
1324.00 0.00
viii) Tank capacity upto 30001 to 40000 litre Per
Tank
1437.00 0.00
ix) Tank capacity upto 40001 to 50000 litre Per
Tank
1930.00 0.00
x) Capacity 50000 litre to one lakh 1000
litre
30.00 0.00
xi) Capacity one lakh litre to 4.00 lakh 1000
litre
14.00 0.00
xii) Capacity above 4.00 lakh upto 7.00 lakh 1000
litre
12.00 0.00
xiii) Capacity above 7.00 lakh upto 12.00 lakh 1000
litre
11.00 0.00
(Note : Capacity of tank to be calculated for area x height
between invert of outlet inlet pipe as per Bd-V-15-5 of
Std.Specification)
Spec. As directed by Engineer-In-Charge.
56 Providing and fixing Hume pipe septic Tank NPIII class
having length 2.50Mt. with pipe and cap including necessary
excavation and laying etc.complete.
BdV-45 Spec. No.:BDV.-45 Page No.627
a) 900 mm.diameter No. 9806.00 559.00
b) 1200 mm. Diameter No. 14591.00 918.00
57 Providing and fixing C.P. Angular Stop Cock with wall fiange
Jaquar make continental (CAT.No.CON-059) or equivalent
including necessary sockets /union nut etc.complete
No. 801.00 85.00
Spec. As directed by Engineer in Charge.
58 Providing and fixing C.P. Teo way BIB Cock Jaquar make
continental (CAT.No.CON-041) or equivalent including
necessary sockets /union nut etc.complete
No. 1048.00 85.00
Spec. As directed by Engineer in Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
59 Providing and fixing C.P. Wall mixer with provision for
overhead shower with 115 mm long bend pipe & wall flange
Jaquar make continental (CAT.No.CON-273 UPR) or
equivalent including necessary sockets /union nut
etc.complete
No 3293.00 170.00
Spec. As directed by Engineer in Charge.
60 Providing and fixing C.P. Pillar cock long neck with aerator
Jaquar make continental (CAT.No.CON-021) or equivalent
including necessary sockets /union nut etc.complete
No 990.00 85.00
Spec. As directed by Engineer in Charge.
61 Providing and fixing C.P. BIB Cock with wall flange Jaquar
make continental (CAT.No.CON-047) or equivalent including
necessary sockets /union nut etc.complete
No 815.00 85.00
Spec. As directed by Engineer in Charge.
62 Providing and fixing C.P. sink cock with raised J shaped
swinging casted spout Jaquar make continental
(CAT.No.CON-359) or equivalent including necessary sockets
/union nut etc.complete
No 1399.00 85.00
Spec. As directed by Engineer in Charge.
63 Providing and fixing PVC half round gutter 150mm of
approved size & make like Supreme/Finolex/Prince etc.
including 75.10mm M.S flat drop ends stop ends necessry
fixturex & fasterning the same as per code of standered
practice ect. Complete.
Rmt 341.00 79.00
Spec. As directed by Engineer in Charge.
NEW ITEMS
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
1 Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC
pipe with necessary fittings, remaking good the demolished
portion etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 158.00 75.00
2 Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC
pipe with necessary fittings, remaking good the demolished
portion etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 183.00 78.00
3 Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC
pipe with necessary fittings, remaking good the demolished
portion etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 216.00 78.00
4 Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC
pipe with necessary fittings, remaking good the demolished
portion etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 265.00 78.00
5 Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC
pipe with necessary fittings, remaking good the demolished
portion etc. complete. Spec. No.: BD.V 5 page 551 and as
directed by Engineer in chargeNote : With Prior Approval of
S.E.
Rmt 334.00 78.00
6 Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC
pipe with necessary fittings, remaking good the demolished
portion etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 501.00 78.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
7 Providing and laying in trenches 15 mm dai. CPVC pipe
including necessary excavation, fittings. Refilling trenches
etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 180.00 99.00
8 Providing and laying in trenches 20 mm dai. CPVC pipe
including necessary excavation, fittings. Refilling trenches
etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 200.00 99.00
9 Providing and laying in trenches 25 mm dai. CPVC pipe
including necessary excavation, fittings. Refilling trenches
etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 232.00 99.00
10 Providing and laying in trenches 32 mm dai. CPVC pipe
including necessary excavation, fittings. Refilling trenches
etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 302.00 99.00
11 Providing and laying in trenches 40mm dai. CPVC pipe
including necessary excavation, fittings. Refilling trenches
etc. complete. Spec. No.: BD.V 5 page 551 and as directed by
Engineer in chargeNote : With Prior Approval of S.E.
Rmt 355.00 99.00
12 Providing and laying in trenches 50mm dai. CPVC pipe
including necessary excavation, fittings. Refilling trenches
etc. complete.
Spec. No.: BD.V 5 page 551 and as directed by Engineer in
charge
Note : With Prior Approval of S.E.
Rmt 524.00 99.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd - W : Miscellaneous
1 Cleaning of steel and concrete surfaces of Columns, Beam,
Ceiling etc. by compressed Sand Blasting including washing
with pressured water including all machineries, lead, labour,
scaffolding, etc. complete.
Sq.M. 74.00 74.00
Spec. As directed by Engineer-In-Charge.
2 Providing and fixing mild steel grill gate with angle iron
frame 65 x 65 x 10 mm with iron bars at 150 mm etc. centre
to centre and diagonal flats as per the detailed drawing,
including hinges, pivot blocks, locking arrangement, welding,
reveting with oil painting in three coats of approved colour
shade. (Weight of gate 35 kg /sq.m.)
Sq.M. 2384.00 32.00
Bd.W. -6 Spec. No.:BDW.-6 Page No.714 and 715
3 Providing Preconstructional Anti termite treatment by
treating the bottom surface and the sides of excavation in
soil with the plinth beams at the rate of 5 litres of emulsion
concentrate of one percent concentration of CHLORPYRIFOS
20% F.C. ISI approved conforming (I.S. 8944) (i.e. by diluting
5 ltr. of chlorpyrifos 20% EC with 95 ltr. of water) and
spraying by high volume sprayer per square metre surface
area with ten years guarantee bond as per I.S. 6313 (Part II
1981)
Sq.M. 32.00 21.00
Spec. As directed by Engineer-In-Charge.
4 Providing exhaustive Anti termite treatment to the wooden
frames by drilling 6 mm holes at four corners or as directed
on one side at downward angle of 45 degree at junction of
wood work and masonry and in between as instructed by
Engineer as per requirement at the rate of 60 millimeter of
chlorpyrifos 20% EC and filling with putty etc. with two years
guarantee bond as per I.S. 6313 (Part III) of 1981.
No. 26.00 12.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-In-Charge.
5 Providing exhaustive anti termite treatment to the wooden
beames by injecting antitermite chemical emulsion at four
corners or as directed on one side at downward angle of 45
degree at wooden joints and masonry and in between as
instructed by Engineer as per requirement at the rate of 80
millimeter of chlorpyrifos 20% EC per joint as per
requirement and filling with putty etc. with two years
guarantee bond as per I.S. 6313 (Part III) of 1981.
One
Joint
17.00 5.00
Spec. As directed by Engineer-In-Charge.
6 Providing exhaustive antitermite treatment to the sides of
flooring by injecting one percent of chlorpyrifos 20% EC at
the rate of 50 millimeter per hole of 6 mm diameter drilled
at a distance of 30 cms centre to centre or more as per
requirement and sealing the same with proper filling with
two years garentee bond as per IS 6313 (Part III) of 1981.
One
Hole
9.00 5.00
Spec. As directed by Engineer-In-Charge.
7 Providing exhaustive antitermite treatment around the
periphery by excavating trenches of 20 cms. width and
exposing the side of columns and plinth beams upto a depth
of 300 mm by injecting one percent of chlorpyrifos 20% EC
at the rate of 2.25 litres per running metre or more as per
requirement with two years guarantee bond as per I.S. 6313
(Part III) of 1981.
Sq.M. 24.00 5.00
Spec. As directed by Engineer-In-Charge.
8 Providing general pest control services to the building to
control the nuisance of the cockcroaches, lizards, bedbugs
and other insects etc. with four operations in a year and
monthly check up.
Sq.M. 14.00 5.00
Spec. As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
9 Providing general pest control services to all size inspection
chambers to control nuisance of the cockcroaches during
the year with monthly check up.
a) Big size of inspection chamber No. 140.00 11.00
b) Small size of Inspection chamber No. 68.00 37.00
Spec. As directed by Engineer-In-Charge.
10 Dismantling manglore tiled roof and ridge tiles with battens,
ridge and barge boards, eaves boards etc. and stacking the
materials as directed with all leads and lifts complete
including removing wood work below.
Sq.M. 34.00 21.00
Bd.W-8 Spec. No.:BDW.-8 Page No.716
11 Dismantling and resetting Manglore tiles from roof including
refixing loose battens etc. complete.
Sq.M. 21.00 16.00
Bd.W-8 Spec. No.:BDW.-8 Page No.716
12 Dismantling G.I. and A.C. sheet roof covering and stacking
them as and where directed in the compound, including
scaffolding etc. complete.
Sq.M. 21.00 21.00
Bd. W. -8 Spec. No.:BDW.-8 Page No.716
13 Dismantling G.I. and A.C. sheet roofing including purlins and
rafters etc. including sorting out serviceable and
unserviceable material and stacking the same as and where
directed in the compound, including scaffolding etc.
complete.
Sq.M. 26.00 26.00
Bd.W. -8 Spec. No.:BDW.-8 Page No.716
14 Dismantling planking from roof or ceiling and stacking them
as directed with all leads and lifts etc. complete.
Sq.M. 16.00 14.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
15 Dismantling queen post truss from roof and stacking the
materials as directed with all leads and lifts etc. complete.
No. 426.00 254.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.W -8 Spec. No.:BDW.-8 Page No.716
16 Dismantling king post truss from roof and stacking the
materials as directed with all leads and lifts etc. complete.
No. 292.00 242.00
Bd.W. -8 Spec. No.:BDW.-8 Page No.716
17 Dismantling flat wooden or A.C. sheet ceiling with frame
work including stacking the materials as directed with all
leads, lifts etc. complete.
Sq.M. 14.00 13.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
18 Dismantling the tiles battens and dungree cloth, purlins,
rafters, ridges etc. from roof sorting out serviceable and
unserviceable materials and stacking the same as and where
directed in the compound scaffolding etc. complete.
Sq.M. 29.00 24.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
19 Dismantling doors and windows with frames and stacking
the materials as directed with all leads, lifts etc. complete.
No. 172.00 140.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
20 Dismantling doors and windows shutters without frame and
stacking the materials as directed with all leads, lifts etc.
complete.
No. 93.00 77.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
21 Dismantling ventilators and small windows with frame and
stacking the materials with all leads, lifts etc. complete.
No. 65.00 55.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
22 Dismantling ventilators and small window shutters without
frame and stacking the materials with all leads, lifts etc.
complete.
No. 45.00 33.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
23 Dismantling wooden or A.C. partition including frame work
and stacking the materials as directed with all leads. lifts etc.
complete.
Sq.M. 8.00 7.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716
24 Dismantling teak wood trellies work with frame including
stacking the materials as directed with frame, all leads, lifts
etc. complete.
Sq.M. 18.00 15.00
Bd.W. -8 Spec. No.:BDW.-8 Page No.716-718
25 Dismantling cement or lime plaster including disposing off
the spoils as directed with all leads, lifts etc. complete.
Sq.M. 15.00 14.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
26 Dismantling teak wood panelled / partly / glazed / veneer
partitions carefully without damaging the frame or panels
and stacking the same as and where directed complete.
Sq.M. 18.00 15.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
27 Dismantling cement tiles or marble or polished shahabad
floor or dado without bed concrete including stacking the
materials as directed with all leads, lifts etc. complete.
Sq.M. 20.00 20.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
28 Dismantling Shahabad or Tandur stones from floor without
bed concrete including stacking the materials as directed
with all leads, lifts etc. complete.
Sq.M. 20.00 20.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
29 Dismantling wire fencing with iron/cement concrete fencing
posts and stacking the materials as directed with all leads,
lifts etc. complete.
R.M. 13.00 13.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
30 Dismantling old paint from steel and other metal surface
with flame, cleaning and making the surface even and
scaffolding etc. complete.
Sq.M. 14.00 13.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
31 Dismantling old paint from steel and other metal surface
with hand scrapping, cleaning and making the surface even
and scaffolding etc. complete.
Sq.M. 24.00 20.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
32 Removing existing water proofing treatment from terrace
including I.P.S. / Brick Bat coba 15 to 18 cm thick without
damages to structure, levelling and cleaning the surface for
providing new water proofing treatment complete as
directed.
Sq.M. 30.00 30.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
33 Removing cast iron or wrought iron or AC pipe and stacking
them as directed with all leads, lifts complete.
Rmt 7.00 4.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
34 Removing urinal pans or wash hand basins with frame,
including disconnecting the sanitary and water supply
connections, removing the same carefully and stacking the
serviceable materials as and where directed including
throwing the unserviceable materials out-side.
No. 36.00 36.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
35 Removing W.C. pans, including disconnecting the sanitary
and water supply connections, removing and breaking
flooring and bed concrete around pans and removing the
pan carefully and throwing out the refusal out-side etc.
complete.
No. 72.00 62.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-In-Charge.
36 Dismantling carefully the existing structure of stone
masonary in cement or lime mortar, including sorting out
serviceable materials and stacking the dismantled material
within 50 metre lead neatly as directed.
Cu.M. 130.00 111.00
Spec. As directed by Engineer-In-Charge.
37 Dismantling carefully the existing structure of brick
masonary in cement mortar or lime mortar, including
sorting out serviceable materials & stacking dismantled
material within 50 meter lead as directed.
Cu.M. 101.00 85.00
Spec. As directed by Engineer-In-Charge.
38 Dismantling carefully the existing plain concrete, including
stacking the materials neatly within 50 meter lead as
directed.
Cu.M. 223.00 189.00
Spec. As directed by Engineer-In-Charge.
39 Dismantling R.C.C. concrete work including breaking
concrete by chiselling, wedging etc. including cutting the
reinforcement, stacking the serviceable materials and the
debris separately upto a distance of 50 metre or spreading
the debris as directed complete.
Cu.M. 658.00 562.00
Spec. As directed by Engineer-In-Charge.
40 Scraping out old white wash/colour wash by brushing and
or scraping by sand paper and preparing the wall surface
smooth including necessary repairs to scratches etc.
complete.
Sq.M. 3.00 2.00
Spec. As directed by Engineer-In-Charge.
41 Scraping the oil painted/ polymer painted surface/ synthetic
emulsion surface and old surface with sand paper and
coating it with mixture of whiting or glue and linseed oil
including scaffolding etc. complete.
Sq.M. 9.00 7.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
42 Removing old paint from steel and other metal surface
preparing the surface by solvent degreasing and derusting by
manual scrapping, flame cleaning and chemical methods,
hand scrapping, scaffolding etc. complete.
Sq.M. 19.00 16.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
43 Cutting holes in brick masonry walls to receive ends of
Girders of any size including scaffolding etc. complete.
No. 20.00 15.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
44 Cutting holes of any size in stone masonry/concrete walls to
receive ends of girders of any size and making good the
damages done including scaffolding complete.
No. 27.00 23.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
45 Removing and Lowering the roof truss carefully without
damaging the members and stacking as and where directed
in the compound including scaffolding complete.
No. 366.00 310.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
46 Lowering debris of the existing water proofing treatment
from the terrace by any means without causing dust
nuisance and damages to structure, stacking the same as
and where directed including cleaning the site complete.
Cu.M. 150.00 138.00
Bd.W.-8 Spec. No.:BDW.-8 Page No.716-718
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
47 Providing and erecting chain link fencing 1.6 M. height with
G.L chain link of size 50 x 50 mm 8 guage thick and fixed 75
mm above Ground level vertical M.S. Angle of 40 x 40 x 6
mm size embedded in C.C. block of 1:4:8 mix of size 450 x
450 x 670 mm at 1.75 M. c/c with iron bar 16 mm dia as hold
fast including welding link with angle frame at 30 cm c/c nuts
and bolts and horizontal M.S. angles at top and bottom of 25
x 25x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5
mm horizontal including cross support of 40 x 40 x 6 mm
angles both sides at every corner or bends embedded in
concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including
3 coats of oil painting etc. complete.
Rmt 1762.00 125.00
Spec. As directed by Engineer-In-Charge.
48 Providing and fixing copper lighening counductor including
copper rod, upper terminal tape conductor, earth plate,
excavating laying the conductor and refilling complete
Rmt 478.00 40.00
Bd-W-1 Spec. Bd-W-1 Page No.709
49 Providing and fixing lightening conductore system
comprising of errecting Air-Termination consisting of
tubular copper rod of 25mm dia. 1.2 mm thick with multiple
points head 1.2 mt. long (Heavy Duty) welded or clamped to
G.I. pipe pole 'B' Grade 50mm dia of required length with
M.S. Round base plate 25mm dia and 10mm thick at bottom
embeded in cement concrete 1:3:6 foundation of size 45 cm
dia x 45 cm in height and providing earting with copper earth
plate of size 60 x 60 x 0.3 cm with cadmium plated nut bolts
to fix earthing stip burried in specially prepared earth pit 1.5
meter below ground level with 40 kg charcoal and salt with
alternate layers of charcoal and salt and G.I.Pipe 40mm dia
2 metre length burried in earth upto earthing plate
remaining porting above ground level for watering and
refilling complete.Note : Copper strip from Lightening
Conductore to pit is not cosidered in this item.
No 14779.00 1871.00
Spec. Bd-W-1 Page No.709, 710
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
50 Providing and erecting 1.5 metre high wire fencing with
seven rows of barbed wire supported on mild steel angles
(50 x 50 x 6 mm) at 2.5 metres centre to centre including
excavating pits for foundation, fixing posts in cement
concrete blocks of size 45 x 45 x 45 cm., fastening the wire
and painting the mild steel angles with one coat of red lead
primer and two coats of painting etc. complete.
Rmt 698.00 47.00
Bd.W.-3 Bd-W-1 Page No.711,712
51 Providing and erecting 1.5 metre high wire fencing with
seven rows of barbed wire supported on hard wood round
bullies of 100 mm at 2.5 metres centre to centre including
excavating pits for foundation, fixing posts in cement
concrete 1:4:8 blocks of size 45 x 45 x 45 cm, fastening the
wire and coal tarring to wooden post in two coats etc.
complete.
Rmt 295.00 49.00
Bd-W-4 Spec. Bd-W-4 Page No.712
52 Chipping the R.C.C. surface and cleaning the rusted
reinforcement and exposed surface by wire brush
mechanical device or any other established method and
applying rust removing solution of approved make and
quality with cotton waste swab to reinforcement and
allowing to dry the same for 24 hours, brushing of loose
particle and applying 1st coat of rust preventive coating of
polymer and cement slurry in 1:1.5 proportion with soft
brush without adding water including applying another coat
of rust preventing after 4 hours allowing Air Curing for 48
hours etc. including scaffolding etc. complete(Cement :
0.004 bag per sqm)
Sq.M. 97.00 29.00
Spec. As directed by Engineer in Charge.
53 Providing and applying a priming cum bonding coat of
polymer of approved make and quality as approved by
Engineer-in-charge and cement slurry in 1:1 proportionate
by weight to concrete area by brush or any other established
method etc. complete.
(Cement 0.005 bag per Sqm).
Sq.M. 84.00 21.00
Spec. As directed by Engineer in Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
54 Providing and applying 15mm thick polymer mortar to load
carrying R.C.C. members in two layers in proportion of
1:5:15 by weight of polymer of approved make and quality,
cement and Quartz sand with required W.C. ratio for
desired consistency and applying and finishing by floating,
curing after initial setting time etc. as per manugacturers
specification etc. complete (With prior approval of
SERC)(Cement 0.1 bag per Sqm)
Sq.M. 618.00 106.00
Spec. As directed by Engineer in Charge.
55 Providing and applying 30 mm thick polymer mortar to load
carrying R.C.C member in two layers in proportion of 1:5:15
by weight of Polymer of approved make and quality, cement
and Quartz sand with required W.C. ratio for desired
consistency and applying and fisishing by floating, curing
after initial setting time etc. as per manugacturers
specification etc. complete (With prior approval of
SERC)(Cement 0.20 bag per Sqm)
Sq.M. 1063.00 200.00
Spec. As directed by Engineer in Charge.
56 Providing and applying 15 mm thick polymer mortar to load
carrying R.C.C member in two layers in proportion of 1:5:15
by weight Polymer of approved quality and make, cement
and washed river sand with required W.C. ratio for desired
consistency and applying and fisishing by floating, curing
after initial setting time etc. as per manugacturers
specification etc. complete (With prior approval of
SERC)(Cement 0.146 bag per Sqm)
Sq.M. 644.00 126.00
Spec. As directed by Engineer in Charge.
57 Providing and applying 30 mm thick polymer mortar to load
carrying R.C.C member in two layers in proportion of 1:5:15
by weight Polymer of approved quality and make, cement
and washed river sand with required W.C. ratio for desired
consistency and applying and fisishing by floating, curing
after initial setting time etc. as per manugacturers
specification etc. complete (With prior approval of
SERC)(Cement 0.146 bag per Sqm)
Sq.M. 906.00 210.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer in Charge.
58 Providing and applying 20 mm thick polymer modified
concrete mix in 1:1:2 proportion of cement, aggregate and
river sand with 0.6 Kg. Polymer of approved quality and
make per 10 Kg. of cement, applying and floating in two
layer with water cement ratio for desired consistency, curing
etc. as per manufactures specification etc. complete.
(Cement 0.22 bag per Sqm)
Sq.M. 466.00 131.00
Spec. As directed by Engineer in Charge.
59 Providing and applying 40 mm thick polymer modified
concrete mix in 1:1:2 proportion of cement, aggregate and
river sand with 0.6 Kg. of Polymer of approved make and
quality per 10 Kg. of cement, applying and floating in two
layer with w.c.. ratio for desired consistancy, curing including
applying bonding coat for 2nd layer etc. as per manufactures
specification etc. complete.
(Cement 0.44 bag per Sqm)
Sq.M. 814.00 210.00
Spec. As directed by Engineer in Charge.
60 Providing and applying 50 mm thick polymer modified
concrete mix in 1:1:2 proportion of cement, aggregate and
river sand with 0.6 Kg. of Polymer of approved make and
quality per 10 Kg. of cement, applying and floating in two
layer with w.c. ratio for desired consistancy, curing including
applying bonding coat for 2nd layer etc. as per manufactures
specification etc. complete.(With prior approval of
SERC)(Cement 0.50 bag per Sqm)
Sq.M. 1064.00 210.00
Spec. As directed by Engineer in Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
61 Providing and applying 60 mm thick polymer modified
concrete mix in 1:1:2 proportion of cement, aggregate and
river sand with 0.6 Kg. of Polymer of approved make and
quality per 10 Kg. of cement, applying and floating in two
layer with w.c. ratio for desired consistancy, curing including
applying bonding coat for 2nd layer etc. as per manufactures
specification etc. complete.
(With prior approval of SERC)
(Cement 0.50 bag per Sqm)
Sq.M. 1214.00 236.00
Spec. As directed by Engineer in Charge.
62 Providing and applying two coat of anticorrosive polymer
“Rust Remover” of approved quality coating to the steel
surface by exposing the reinforcement, removing dust, only
residue and existing paint if any thoroughly and washing the
surface with water etc. complete as directed.
Sq.M. 108.00 16.00
Spec. As directed by Engineer in Charge.
63 Providing and applying one coat polymer based strong
bonding chemical to concrete surface including cleaning the
existing surface by grinding/wire brushing etc. complete as
directed.
Sq.M. 127.00 16.00
Spec. As directed by Engineer in Charge.
64 Providing and applying 12.50mm thick coating of cement
mortar modified by approved polymer based strong bonding
chemical in Cement Mortar 1:3 with river screened sand in
all positions by using approved polymer chemical (as per IS
Std.) specifications and finishing the surface smooth, curing
etc. complete as directed.
Sq.M. 264.00 42.00
Spec. As directed by Engineer in Charge.
65 Providing and applying 25 mm thick coating of cement
mortar modified by approved polymer based strong bonding
chemical in Cement Mortar 1:3 with river screened sand in
all positions by using approved polymer chemical (as per IS
Std.) specifications and finishing the surface smooth, curing
etc. complete as directed.
Sq.M. 459.00 63.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer in Charge.
66 Providing and applying 50 mm thick coating of cement
mortar modified by approved polymer based strong bonding
chemical in Cement Mortar 1:3 with river screened sand in
all positions by using approved polymer chemical (as per IS
Std.) specifications and finishing the surface smooth, curing
etc. complete as directed.
Sq.M. 918.00 95.00
Spec. As directed by Engineer in Charge.
67 107/64(c) Providing and applying 75 mm thick coating of
cement mortar modified by approved polymer based strong
bonding chemical in Cement Mortar 1:3 with river screened
sand in all positions by using approved polymer chemical (as
per IS Std.) specifications and finishing the surface smooth,
curing etc. complete as directed.
Sq.M. 1148.00 158.00
Spec. As directed by Engineer in Charge.
68 Providing and fixing 40mm diameter and 1.5mm thk
Stainless steel hand railing in S.S.304 grade including
fabricating, fixtures, erecting necessary welding, griding,
finishing, buffing to stainless steel pipe etc. complete.
Rmt 1922.00 389.00
As Directed by Engineer In Charge
69 Providing and fixing 900mm high S.S.304 grade Stainless
steel hand railing with 40mm diameter and 1.5mm thk at
top, 40mm diameter and 1.5mm thk vertical supports
spaced at 1.5mt centre to centre and 8mm thick toughened
glass including fabricating, fixtures, errecting necessary
welding, griding, finishing, buffing to stainless steel pipe etc.
complete.
Rmt 4095.00 903.00
As Directed by Engineer In Charge
70 Providing and fixing 900mm high S.S.304 grade Stainless
steel hand railing with 40mm diameter and 1.5mm thk at
top, 40mm diameter and 1.5mm thk vertical supports
spaced at 3.30 centre to centre and two pieces of 12mm
diameter fixed horizontally including fabricating, fixtures,
errecting necessary welding, griding, finishing, buffing to
stainless steel pipe etc. complete.
Rmt 3885.00 903.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
As Directed by Engineer In Charge
Note : For Item No. Prior approval of S.E. will be
necessary.
71 Providing and fixing 50 dia. galvanised iron heavy type Pipe
Gate as per approved drawing with all fixtures and fittings in
two leaves with strong hold fasts embedded in cement
concrete block at top and bottom with locking arrangements
including providing Wicket Gates as per drawing, cutting,
bending and making holes, thread to pipe and one coat of
primer etc. complete.
Sq.M. 3780.00 756.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
FIRE FIGHTING WORK SHEDULE OF RATES
1
ABC POWDER MAP 50, CAPACITY 2 KG Providing 2 kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge Gross Weight 3.6 kg, Empty Weight 1.6 kg, Can Height 341 MM, Diameter 108 MM, Discharge Time less than 8 Secs, Controllable discharge mechanism, Range minimum 4 meters, applicable on Class ABC and electrically started Fire, A Rating 5A, B Rating 21B Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 1.60 MM, with 5 Years Warranty.
Each
4343.65
Spec : As directed by Engineer-In-Charge
2 ABC POWDER MAP 50, CAPACITY 4 KG Providing 4 kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge Gross Weight 6.9 kg, Empty Weight 2.9 kg, Can Height : 435 MM, Diameter 140 MM, Discharge Time : less than 9 Secs, Controllable discharge mechanism, Range minimum 4 meters, applicable on Class ABC and electrically started Fire, A Rating 13A, B Rating 55B Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 1.60 MM, ISI and EN Approved with 5 Years Warranty.
Each 6032.25
Spec : As directed by Engineer-In-Charge
3 ABC POWDER MAP 50, CAPACITY 6 KG Providing 6 kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge Gross Weight 9.5 kg, Empty Weight 3.5 kg, Can Height : 435 MM, Diameter 160 MM, Discharge Time : less than 9 Secs, Controllable discharge mechanism, Range minimum 4 meters, applicable on Class ABC and electrically started Fire, A Rating 21A, B Rating 89B Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 1.60 MM, ISI and EN Approved with 5 Years Warranty.
Each 7331.65
Spec : As directed by Engineer-In-Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
4 ABC POWDER MAP 50, CAPACITY 9 KG Providing 9 kg
Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge Gross Weight 13.8 kg, Empty Weight 4.8 kg, Can Height : 611 MM, Diameter 175 MM, Discharge Time : less than 18 Secs, Controllable discharge mechanism, Range minimum 4 meters, applicable on Class ABC and electrically started Fire, A Rating 21A, B Rating 89B Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 1.60 MM, ISI and EN Approved with 5 Years Warranty.
Each 9652.50
5 ABC POWDER MAP 90, CAPACITY 25 KG Providing 25 kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type / Cartridge Operated as per IS:10658, Pressure Gauge Gross Weight 71 kg, Empty Weight 46 kg, Can Height : 1190 MM, Diameter 300 MM, Discharge Time : less than 30 Secs, Controllable discharge mechanism, Range minimum 6 meters, applicable on Class ABC and electrically started Fire, Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 4 MM, with one Years Warranty.
Each 37125.00
Spec : As directed by Engineer-In-Charge
6 ABC POWDER MAP 90, CAPACITY 50 KG Providing 50 kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type, / Cartridge Operated as per IS:10658 Pressure Gauge Gross Weight 125 kg, Empty Weight 75 kg, Can Height : 1190 MM, Diameter 400 MM, Discharge Time : less than 50 Secs, Controllable discharge mechanism, Range minimum 8 meters, applicable on Class ABC and electrically started Fire, Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 5 MM, with one Years Warranty.
Each 63112.50
Spec : As directed by Engineer-In-Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
7 ABC POWDER MAP 90, CAPACITY 75 KG Providing 75
kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type / Cartridge Operated as per IS:10658 , Pressure Gauge Gross Weight 161.5 kg, Empty Weight 86.5 kg, Can Height : 1190 MM, Diameter 400 MM, Discharge Time : less than 60 Secs, Controllable discharge mechanism, Range minimum 10 meters, applicable on Class ABC and electrically started Fire, Can construction: Deep drawn & Co. Mig welded, Valve construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can: Epoxy Polyster powder Coating, Sheet metal Thickness: 5 MM, with one Years Warranty.
Each 81675.00
Spec : As directed by Engineer-In-Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
BRIDGE WORKS..
1 Dismentling carefully the old structure by chiselling, including cutting reinforcement steel bars, sorting out serviceable materials and stacking, disposing off unserviceable material, upto lead of 50m etc. Complete.
BR-2 Spec. No. BR-2 Page No.113
a)Reinforced Cement Concrete Cu.M. 1069.00 893.00
b) Plain Cement Concrete Cu.M. 586.00 482.00
c) Stone Masonry in Lime or Cement Morter Cu.M. 254.00 167.00
2 Excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I. Ordinary Soil
A) Manual Means
(i) Depth upto 3 m Cu.M. 164.00 112.00
(ii) Depth from 3 m to 6 m Cu.M. 216.00 156.00
(iii) Above 6 m Depth Cu.M. 305.00 201.00
I. Ordinary Soil
B) Mechanical Means
(i) Depth upto 3 m Cu.M. 70.00 11.00
(ii) Depth from 3 m to 6 m Cu.M. 83.00 12.00
(iii) Above 6 m Depth Cu.M. 112.00 19.00
II)Ordinary Rock(Not requiring Blasting)(Soft Rock)
A) Manual Means Cu.M. 253.00 167.00
B) Mechanical Means Cu.M. 105.00 10.00
III) Hard Rock (Requiring Blasting)
A) Manual Means (Requiring Blasting) Cu.M. 613.00 271.00
b) By Manual Method with chiselling & wedging Cu.M. 856.00 139.00
c) Mechanical Means with hydraulic excavator and rock breaker (Blasting Prohibited)
Cu.M. 762.00 139.00
MORTH V) Marshy Soil
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
301.3/50 A) Manual Means Cu.M. 549.00 282.00
B) Mechanical Means Cu.M. 101.00 57.00
Sp.No. MORTH 301.3/50
3 Sand filling in foundation trenches as per drawing and technical specification.
Cu.M. 1210.00 165.00
Sp.No. MORTH 1209/376
4 Providing & laying plain in situ cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing (excluding dewatering by pump) for 14 days
Spec. No. MORTH 405/121 A) (Without formwork)
a) 1:3:6 Nominal Mix Cu.M. 3915.00 307.00
b)M-15 Cu.M. 4269.00 307.00
B) (Including plywood/steel formwork centering)
I) PCC Grade.
a) M-15 Cu.M. 4466.00 411.00
b)M-20 Cu.M. 5072.00 411.00
c)M-25 Cu.M. 5509.00 411.00
d)M-30 Cu.M. 5545.00 411.00
II) RCC Grade.
a)M-20 Cu.M. 5193.00 411.00
b)M-25 Cu.M. 5635.00 411.00
c)M-30 Cu.M. 5649.00 411.00
d)M-35 Cu.M. 5743.00 411.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5 a) Providing uncoursed rubble trap / graninte / quartize
/ gneiss stone masonry in cement mortar 1:5 for foundation of piers, abutments, wings etc including bailing out water striking joints and watering complete.
Cu.M. 3014.00 715.00
b) Coursed Rubble Masonary I sort Cu.M. 3300.00 785.00
Spec. No. MORTH 1405.4 Page 395
6 Providing & laying in situ controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. (excluding reinforcement).
BR-31 Spec. No. BR-31 Page No.142
a)M-15 Cu.M. 5434.00 550.00
b)M-20 Cu.M. 5720.00 550.00
c) M25 Cu.M. 5940.00 550.00
d)M-30 Cu.M. 6050.00 550.00
7 Providing & laying in situ Controlled reinforced cement concrete of trap/granite/quartzite/ gneiss metal for cut of walls including plywood/steel formwork,scaffolding, compaction by vibrating, in C.M. 1:3 finishing, curing etc complete. (excluding reinforcement).
BR-38 Spec. No. BR-38 Page No.149
a)M-15 Cu.M. 5720.00 1451.00
b)M-20 Cu.M. 6050.00 1425.00
c) M25 Cu.M. 6160.00 1425.00
d)M-30 Cu.M. 6380.00 1425.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
8
Prividing and fixing pressure relief pipes of 100 mm diametre of AC / PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.
R.M. 178.00 9.00
Spec. -MORTH 1013 Page 331
9 Providing and laying in position rubble stone of approved size for appron etc. complete as directed by Egineer in Charge (For rubble 300 metre lead) weight of 80% of stone shall be more than 40 Kg.
Cu.m. 1100.00 110.00
BR-6 Spec. No. BR-6 Page No.118
10 Providing & laying in situ plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge
Spec. No. MORTH 1107 Page 344
a) Height upto 5 M.
i) M-15 Cu.M. 4706.00 413.00
ii) M-20 Cu.M. 5334.00 413.00
iii) M-25 Cu.M. 5818.00 413.00
iv) M-30 Cu.M. 5869.00 413.00
v) M-35 Cu.M. 5992.00 413.00
b) Height above 5 m & upto 10 m
i) M-25 Cu.M. 6081.00 413.00
ii) M-30 Cu.M. 6135.00 413.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
iii) M-35 Cu.M. 6260.00 413.00
c) Height above 10 m
i) M-25 Cu.M. 6372.00 413.00
ii) M-30 Cu.M. 6430.00 413.00
iii) M-35 Cu.M. 6560.00 413.00
11 Providing & laying in situ cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) & including bailling out water & including CM 1:3 curing complete.
Spec. No. MORTH 1107 Page 344
a) Height upto 5 M.
i) M-15 Cu.M. 4730.00 413.00
ii) M-20 Cu.M. 5500.00 413.00
iii) M-25 Cu.M. 5983.00 413.00
iv) M-30 Cu.M. 6012.00 413.00
v) M-35 Cu.M. 6145.00 413.00
vi) M-40 Cu.M. 6213.00 413.00
b) Height above 5 m & upto 10 m
i) M-20 Cu.M. 5718.00 413.00
ii) M-25 Cu.M. 6196.00 413.00
iii) M-30 Cu.M. 6196.00 413.00
iv) M-35 Cu.M. 6291.00 413.00
v) M-40 Cu.M. 6361.00 413.00
c) Height above 10 m
i) M-20 Cu.M. 5992.00 413.00
ii) M-25 Cu.M. 6486.00 413.00
iii) M-30 Cu.M. 6459.00 413.00
iv) M-35 Cu.M. 6510.00 413.00
v) M-40 Cu.M. 6584.00 413.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
12 Providing and laying in Situ cement concrete of trap
/granite/quartzite/gneiss metal for cast in Situ R.C.C. piers with vertical and horizontal diaphragram having neat and smooth finish centering shuttering scaffolding compaction by vibrating and curing complete
BR-27 a Spec. No. BR-27a Page No.127
a)M-20 Cu.M. 7930.00 1760.00
b) M25 Cu.M. 8140.00 1760.00
c)M-30 Cu.M. 8360.00 1760.00
d)M-35 Cu.M. 8469.00 1760.00
e)M-40 Cu.M. 8649.00 1760.00
f)M-45 Cu.M. 8831.00 1760.00
g)M-50 Cu.M. 9099.00 1760.00
13 Providing and laying in situ cement concrete of trap /granite/quartzite/gneiss metal for R.C.C. work including ramming, vibrating, finishing and curing complete in solid/deck slab & T-Beam etc. including plywood/steel formwork, centering and finishing in cement plaster (Excluding H.Y.S.D. reinforcement)
Spec. No.
MORTH 405/ Page 121
Note :
1. Add 50% on basic rate for span 30m to 50m for creek bridge. 2. Add 75% on basic rate for span 50m and above for creek bridge.
1) SOLID DECK SLAB
a) Height upto 5 M.
i) M-20 Cu.M. 7095.00 413.00
ii) M-25 Cu.M. 7325.00 413.00
iii) M-30 Cu.M. 7667.00 431.00
iv) M-35 Cu.M. 7783.00 431.00
v) M-40 Cu.M. 8694.00 460.00
b) Height above 5 m & upto 10 m
i) M-20 Cu.M. 7404.00 413.00
ii) M-25 Cu.M. 7618.00 413.00
iii) M-30 Cu.M. 7960.00 431.00
iv) M-35 Cu.M. 8075.00 431.00
v) M-40 Cu.M. 8987.00 460.00
c) Height above 10 m
i) M-20 Cu.M. 7907.00 413.00
ii) M-25 Cu.M. 8895.00 413.00
iii) M-30 Cu.M. 9034.00 431.00
iv) M-35 Cu.M. 9096.00 431.00
v) M-40 Cu.M. 9446.00 460.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2) T-BEAM/ SLAB
a) Height upto 5 M.
i) M-20 Cu.M. 7732.00 408.00
ii) M-25 Cu.M. 8401.00 408.00
iii) M-30 Cu.M. 8535.00 428.00
iv) M-35 Cu.M. 8588.00 428.00
v) M-40 Cu.M. 8924.00 455.00
b) Height above 5 m & upto 10 m
i) M-20 Cu.M. 7907.00 408.00
ii) M-25 Cu.M. 8602.00 408.00
iii) M-30 Cu.M. 8743.00 428.00
iv) M-35 Cu.M. 8804.00 428.00
v) M-40 Cu.M.
c) Height above 10 m
i) M-20 Cu.M. 8227.00 408.00
ii) M-25 Cu.M. 8950.00 408.00
iii) M-30 Cu.M. 9242.00 428.00
iv) M-35 Cu.M. 9312.00 428.00
v) M-40 Cu.M. 9528.00 455.00
14 Providing and laying in situ cement concrete of trap /granite/quartzite/gneiss metal for R.C.C. work including ramming, vibrating, finishing IN cm 1:3 and curing complete for main/cross girder diaphragms arch etc ( including plywood/steel formwork, centering (Excluding reinforcement)
Spec. No. MORTH 1704 Page 421
a) Height upto 5 M.
i) M-20 Cu.M. 7586.00 413.00
ii) M-25 Cu.M. 7962.00 413.00
iii) M-30 Cu.M. 8243.00 431.00
iv) M-35 Cu.M. 8295.00 431.00
v) M-40 Cu.M. 8344.00 460.00
b) Height above 5 m & upto 10 m
i) M-20 Cu.M. 7877.00 413.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
ii) M-25 Cu.M. 8254.00 413.00
iii) M-30 Cu.M. 8389.00 431.00
iv) M-35 Cu.M. 8588.00 431.00
v) M-40 Cu.M. 8749.00 460.00
c) Height above 10 m
i) M-20 Cu.M. 8170.00 413.00
ii) M-25 Cu.M. 8547.00 413.00
iii) M-30 Cu.M. 8974.00 431.00
iv) M-35 Cu.M. 9027.00 431.00
v) M-40 Cu.M. 9241.00 460.00
15 Providing and casting special grade in controlled cement concrete of specified strength for prestressed concrete work for main girder including slab, cross girder, box girder balanced cantilever etc. including centering & scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, curing, finishing in CM 1:3 etc. complete steel & plywood formwork.
Note : 1. Add 50% on basic rate for span 30m to 50m for creek bridge. 2. Add 75% on basic rate for span 50m and above for creek bridge.
Spec. No. MORTH 1704 Page 421
a) Height upto 5 M.
a)M-35 Cu.M. 8733.00 431.00
b)M-40 Cu.M. 9079.00 460.00
b) Height above 5 M and upto 10 m
a)M-35 Cu.M. 9269.00 431.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b)M-40 Cu.M. 9634.00 461.00
c) Height above 10 m
a)M-35 Cu.M. 9790.00 431.00
b)M-40 Cu.M. 10054.00 460.00
16 Providing and laying in situ controlled cement concrete grade of trap metal for annular filling around abutment piers for foundation in rock including necessary bailing out water, compacting, curing etc. complete (excluding dewatering by pump & formwork)
Spec. No. MORTH 2204 Page 529
M-10 Cu.M. 3748.00 330.00
17 Providing Island for------------------- laying steel curbs for cutting edge of wells for depth of standing water ............. including supplying earth / murum/ within 50 m head lead in river / creek including necessary caging for protection etc complete.
Spec. - MORTH 407 Page 128
a) Depth of standing water 1 m and height of Island 0.5 m above water level.
Well Diameter Island Diameter
1) 4 m 8m No. 17967.00 1096.00
2) 6m 12m No. 40427.00 2462.00
3) 8m 16m No. 71871.00 4384.00
4) 10m 20m No. 112297.00 6849.00
b) Depth of standing water above 1m & upto 3 m & Height of Island 0.5 m above water level
Well Diameter Island Diameter
1) 4 m 8m No. 48872.00 2974.00
2) 6m 12m No. 69130.00 4208.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
3) 8m 16m No. 90559.00 5512.00
4) 10m 20m No. 119035.00 7245.00
c) Depth of standing water above 3m & upto 4 m and height of Island 0.5 m above water level.
Well Diameter Island Diameter
1) 4 m 8m No. 107605.00 10361.00
2) 6m 12m No. 242111.00 23310.00
3) 8m 16m No. 430420.00 41441.00
4) 10m 20m No. 672531.00 64752.00
18 A Sinking of------------- for foundation in soft strata/ boulders etc. except hard rock which can be removed by grabing and chiselling soft disintegrated rock which requires special efforts, including blasting, large scale dewatering, heavy chiselling, cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacles and use of necessary plant & machinery, driver etc and proper setting of wells including all methods except pneumatic sinking (depth 0 to 5 Metres). Note : Add 1)30% Extra for 5 to 10 M depth2)40% Extra for 10 to 15 M depth3) 60% Extra for depth 15 M to 20 M4) 100% Extra for depth above 20 M.
BR-14 Spec. No. BR-14 Page No.128
a) 4 m dia well R.M. 43165.00 4664.00
b) 5 m dia well R.M. 47689.00 5413.00
c) 6 m dia well R.M. 69091.00 8632.00
d) 7 m dia well R.M. 92176.00 11477.00
e) 8 m dia well R.M. 124398.00 14835.00
f) 10 m dia well R.M. 146322.00 17372.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
18 B Sinking of------------- for foundation in hard strata (Hard
Rock)/Boulder etc. which can be removed by grabing and chiselling soft disintegrated rock which requires special efforts, including blasting, large scale dewatering, heavy chiselling, cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacles and use of necessary plant & machinery, driver etc and proper setting of wells including all methods except pneumatic sinking (depth 0 to 5 Metres). Note : Add 1)30% Extra for 5 to 10 M depth 2)40% Extra for 10 to 15 M depth 3) 60% Extra for depth 15 M to 20 M 4) 100% Extra for depth above 20 M.
BR-14 Spec. No. BR-14 Page No.128
a) 4 m dia well R.M. 184863.00 12939.00
b) 5 m dia well R.M. 190427.00 13330.00
c) 6 m dia well R.M. 197680.00 13838.00
d) 7 m dia well R.M. 211145.00 14780.00
e) 8 m dia well R.M. 236525.00 16557.00
f) 10 m dia well R.M. 271596.00 19011.00
18 C Extra charges for sinking for various Dia of well foundation in hard rock encountered during sinking by chiselling in water
Cu.m. 1348.00 95.00
19 Providing & constructing one span service road 10m wide to reach island location. For 1 pier location to another pier location ( Depth of standing water 1 m)
R.M. 3711.00 57.00
20 Providing fabricating, launching, floating and grounding in position steel curbs for wells with necessary steel bracings and steel cutting edges as shown in the detailed drawings etc. Complete as directed by Engineer in charge.
M.T. 86198.00 11270.00
BR-8 Spec. No. BR-8 Page No.121
21
Providing fabricating cutting edge of mild steel weighing 40 kg per meter for well foundation as per drawing and Technical specification .
M.T. 98557.00 13200.00
Spec. No. MORTH 1204 Page 364
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
22 Providing and laying in situ cement concrete grade of
trap metal in the hollow of the steel curb including compaction by vibrating & curing etc. complete.
BR-9 Spec. No. BR-9 Page No.121
b)M-15 Cu.M. 4917.00 639.00
c)M-20 Cu.M. 5221.00 639.00
d)M-25 Cu.M. 5474.00 639.00
e)M-30 Cu.M. 5678.00 639.00
f)M-35 Cu.M. 5743.00 639.00
23 Providing & laying in C.C. of Trap/ Granite/ Quartzite/ Gneiss metal for R.C.C. well curbs including necessary compacting by vibrating, finishing and curing complete. ( excluding reinforcement and including shuttering)
Spec. No. MORTH 1205 Page 364
a)M-20 Cu.M. 6013.00 413.00
b)M-25 Cu.M. 6541.00 413.00
c)M-30 Cu.M. 6573.00 413.00
d)M-35 Cu.M. 6717.00 413.00
e)M-40 Cu.M. 6793.00 413.00
24 Providing and laying in situ cement concrete trap / granite / quartzite/ gneiss metal in well steining including steel shuttering compacting by vibrating, rodding finishing in CM 1:3 and curing complete (excluding reinforcement)
Spec. No. MORTH 1206 Page 365
a)M-20 Cu.M. 5500.00 413.00
b)M-25 Cu.M. 5983.00 413.00
c)M-30 Cu.M. 6012.00 413.00
d)M-35 Cu.M. 6145.00 413.00
e)M-40 Cu.M. 6213.00 413.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
25 Providing steel anchor dowell at the base of the well
including drilling holes upto 2.5 m depth in rock placing the dowells in position and effectively grouting the holes (32 mm diameter steel rod of 4.0 m length grouted upto 2.5 m depth) etc complete
No. 16711.00 1453.00
BR-16 Spec. No. BR-16 Page No.120
26 Providing steel anchor dowell bars including drilling holes of 75 mm dia in rock placing the dowell in position and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable M.S. Pipe.
R.M. 2145.00 235.00
Spec. - As directed by Engineer-In-Charge.
26B Providing steel anchor dowell bars including drilling holes of 75 mm dia in rock placing the dowell in position and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable M.S. Pipe. For Open Foundation
R.M. 1376.00 165.00
Spec. - As directed by Engineer-In-Charge.
27 Providing steel anchor dowell bars including drilling holes of 75 mm dia in rock placing the dowell in position and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable M.S. Pipe left inside.
R.M. 2627.00 235.00
BR-16 Spec. - As directed by Engineer-In-Charge.
28 Providing steel anchor dowells through steining of the well, at the base of the well in position and including drilling holes upto 2.5 mt. depth in rock effectively grouting the holes ( 32 mm diameter steel bar) etc. complete
Rmt. 7909.00 909.00
BR-16 Spec. No. BR-16 Page No.120
29 Providing and laying in situ cement concrete trap / granite / quartizite / gneiss metal for the bottom plugs/ intermediate plug of wells in the dry or under water including compation by vibrating and curing wherever necessary etc complete
Spec. No. MORTH 1208 Page 375
A) BOTTOM PLUG
a)M-20 Cu.M. 5570.00 414.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b)M-25 Cu.M. 5811.00 414.00
c)M-30 Cu.M. 5861.00 414.00
d) M-35 Cu.M. 5975.00 414.00
B) INTERMEDIATE PLUG
a)M-20 Cu.M. 5323.00 414.00
b)M-25 Cu.M. 5553.00 414.00
c)M-30 Cu.M. 5599.00 414.00
d) M-35 Cu.M. 5709.00 414.00
30 Providing and filling in well with sand/ rubble and sand/shingle and sand including compacting between the top and bottom plugs etc. Complete
Cu.M. 952.00 75.00
Spec. No. MORTH 1208, 1210 Page 375,376
31 Providing and laying in situ cement concrete of trap / granite / quartzite/ gniess metal for top plug of wells including compaction by vibration and curing etc complete centering formwork shall be of steel/plywood
Spec. No.MORTH 1210 Page 376
a)M-15 Cu.M. 4290.00 413.00
b)M-20 Cu.M. 4835.00 413.00
c)M-25 Cu.M. 5304.00 413.00
d)M-30 Cu.M. 5352.00 413.00
32 Providing and laying in situ cement concrete of trap / granite / quartzite/ gniess metal for reinforced cement concrete well / pile caps including necessary formwork compaction by vibrating finishing in CM 1:3 and curing etc complete (Excluding reinforcement)
Spec. No.MORTH 1114 Page 353
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
A) Well Cap
a)M-20 Cu.M. 5145.00 413.00
b)M-25 Cu.M. 5635.00 413.00
c)M-30 Cu.M. 5647.00 413.00
d)M-35 Cu.M. 5743.00 413.00
B) Pile Cap
a)M-20 Cu.M. 5168.00 431.00
b)M-25 Cu.M. 5640.00 431.00
c)M-30 Cu.M. 5699.00 431.00
d)M-35 Cu.M. 5823.00 431.00
33 Providing and laying in situ controlled cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement)
BR-29 Spec. No. BR-26 Page No.140
a)M-20 Cu.M. 6076.00 653.00
b)M-25 Cu.M. 6252.00 653.00
c)M-30 Cu.M. 6472.00 653.00
d)M-35 Cu.M. 6582.00 653.00
e)M-40 Cu.M. 6691.00 653.00
34 Providing and cutting bending, hooking, laying in position and tying __________ for reinforcement as per detailed drawings for R.C.C. work
Spec. No. MORTH 1600 page 411
A) Mild Steel
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
i) Foundation M.T. 64250.00 8000.00
ii) Sub-Structure M.T. 62250.00 8000.00
iii) Super Structure M.T. 64250.00 8000.00
B) T.M.T with approved brand of TMT FE 500
i) Foundation M.T. 64975.00 8000.00
ii) Sub-Structure M.T. 62975.00 8000.00
iii) Super Structure M.T. 64975.00 8000.00
C) T.M.T. FE 500, HCRM from SAIL CRS FE 500 D from TATA TISCON
i) Foundation M.T. 71265.00 8000.00
ii) Sub-Structure M.T. 69265.00 8000.00
iii) Super Structure M.T. 71265.00 8000.00
Note : Where item no 34(c) considered in estimate, Anti Corrosive Treatment Shall not be considered additionaly. HCRM : High Corrosion Resistance Marine. CRS : Corrosion Resistance Steel.
35 Providing and laying in situ of trap / granite / quartzite/ gniess metal Cement Concrete for R.C.C work of ballast walls, kerbs, box returns etc including scaffolding, centering plywood/steel formwork, compaction, finishing in CM 1:3 and curing completed (Excluding reinforcement)
BR-38 Spec. No. BR-38 Page No.150
a)M-15 Cu.M. 6128.00 1109.00
b)M-20 Cu.M. 6514.00 1109.00
c)M-25 Cu.M. 6664.00 1109.00
d)M-30 Cu.M. 6839.00 1109.00
e)M-35 Cu.M. 6907.00 1109.00
f)M-40 Cu.M. 7026.00 1109.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
36 Providing and laying in situ cement concrete of trap /
granite / quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement)
BR-30 Spec. No. BR-30 Page No.130
a)M-20 Cu.M. 6031.00 653.00
b)M-25 Cu.M. 6252.00 653.00
c)M-30 Cu.M. 6472.00 653.00
d)M-35 Cu.M. 6582.00 653.00
e)M-40 Cu.M. 6691.00 653.00
f)M-45 Cu.M. 6911.00 653.00
g)M-50 Cu.M. 7131.00 653.00
37 Providing welded joints for Mild/H.Y.S.D. steel reinforcement bars etc. complete
BR-29 Spec. No. BR-29 Page No.141
a) upto 25 mm dia. No. 340.00 125.00
b) above 25 mm dia. No. 472.00 125.00
38 Providing and fixing in position tar paper bearing as per detailed drawings etc. Complete.
Sq.M. 76.00 14.00
Spec. - As directed by Engineer-In-Charge.
39 Providing and fixing Neoprene bearing as per standard specifications etc complete. (As per IRC-83 Part II)
Cu. Cm.
2.00 0.30
Spec. - As directed by Engineer-In-Charge.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
40 Providing fitting & fixing in position true to the line and
level sliding guided POT/PTFE bearing with PTFE surface sliding on stainless steel confirming to IRC:83 (Part III) & clause 2003 of MORTH specification complete, including transportation to the site all accessories as per drawing & technical specifications.
MT 340.00 1.10
Spec. - MORTH 902 Page 301
41 Providing fitting & fixing in position true to the line and level fixed POT bearings confirming to IRC:83 (Part III) & clause 2003 of MORTH specification complete, including transportation to the site all accessories as per drawing & technical specifications.
MT 325.00 1.10
Spec. - MORTH 902 Page 301
42 Providing Elastomeric expansion joints as per detailed drawings MORTH 2606 578
R.M. 25018.00 1492.00
43 Providing expansion joint as per detailed drawing 25 mm thick premoulded bituminous filler and with alluminium plate
Sq.M. 1176.00 122.00
BR-30 Spec. No. BR-30 Page No.143
44 Providing & fixing in position expansion joint with ----- bituminous pad as per detailed drawing etc. complete
BR-32 Spec. No. BR-32 Page No.146
a) 18 mm. Thick Sq.M. 1331.00 229.00
b) 25 mm. Thick Sq.M. 2217.00 229.00
c) 37 mm. Thick Sq.M. 2103.00 263.00
45 Research Design and specificaton Organisation (RDSO) Angle type expansion joint with movement upto 50mm
Rmt. 103400.00 10340.00
Spec. - As directed by Engineer-In-Charge & R.D.S.O Guidelines
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
46 Providing and laying in situ cement concrete of trap /
granite / quartzite/ gniess metal including compacting, finishing, curing and filling in joints with bitumen complete for wearing course 8 cm thick
BR-35 Spec. No. BR-35 Page No.148
a)M-15 Sq.M. 431.00 70.00
b)M-20 Sq.M. 451.00 70.00
c)M-25 Sq.M. 482.00 70.00
d)M-30 Sq.M. 497.00 70.00
e)M-35 Sq.M. 508.00 70.00
f)M-40 Sq.M. 517.00 70.00
47 Providing and laying in position 90 cm thick flexible stone mat as per detailed drawing including laying and compaction consolidation 15 cm to 23 cm soling, consolidation of 60 mm size metal in two layers and compaction of 10 cm layers in single layer with watering etc. complete including lead of 50 mt
Sq.M. 935.00 121.00
Spec. No. As directed by Engineer-in Charge
48 Providing and laying in situ cement concrete of trap / granite / quartzite/ gniess metal including compacting, finishing in CM 1:3 , curing and filling in joints with bitumen complete for approach slab (excluding reinforcement)
BR-35 Spec. No. BR-35 Page No.148
a)M-15 Cu.M. 4899.00 680.00
b)M-20 Cu.M. 5327.00 680.00
c)M-25 Cu.M. 5543.00 680.00
d)M-30 Cu.M. 5756.00 680.00
e)M-35 Cu.M. 5842.00 680.00
f)M-40 Cu.M. 6013.00 680.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
49 Providing rubble mound of selected trap rubble each
rubble stone not less than 60 Kgt. for abutments, foundation including machinery and compaction laying in layer as per detailing drawing and specification (lead 50 m)
Cu.M. 1036.00 275.00
Spec. No. As directed by Engineer-in Charge
50 Providing and fixing GI 100 mm dia water spout (length of water spout 600mm) including MS plate, Grill 6mm thick suitably cut & welded on GI pipe as per detailed drawing complete
No. 1105.00 70.00
Spec. No. BR-41 Page No.157
51
Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.
R.M. 162.00 11.00
Spec. - MORTH 1013 Page 331
52 Providing and laying in situ 1:4:8 cement concrete of trap metal for haunch filling including compacting curing complete.
Cu.M. 3157.00 330.00
BR-33 Spec. No. BR-33 Page No.148
53 Providing and laying in situ cement concrete of trap metal for haunch filling including compacting curing complete.
BR-45 Spec. No. BR-45 Page No.139
a)M-10 Cu.M. 3740.00 330.00
b)M-15 Cu.M. 4070.00 330.00
54 Providing trap rubble filling over haunches and arches including hand packing complete (Lead 50 m)
Cu.M. 1035.00 275.00
BR-34 Spec. No. BR-34 Page No.146
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
55
Providing and fixing in position to extact profile and prestressing high tensile steel of specified ultimate strength including cost of sheathing of (bright metal) bending, cutting, laying and providing necessary standard, all anchorage cable as per detailed drawing including necessary plant and machinery for prestressing etc complete.
M.T. 191070.00 5353.00
Spec. - MORTH 1009.2 Page 327
56 Providing R.C.C. parapet with (15 cm x 60 cm) cement concrete cement of trap/ granite / quartzite / gneiss metal with cast in situ precast panels as per the detailed drawing including reinforcement, scaffolding , centering, plywood/steel formwok, compating, finishing in CM 1:3 and curing complete.
Spec. No. BR-39 Page No.155
a)M-25 R.M. 2248.00 745.00
b)M-30 R.M. 2306.00 745.00
c)M-35 R.M. 2365.00 745.00
d)M-40 R.M. 2424.00 745.00
57
Providing R.C.C. parapet , concrete with R.C.C railing of SANCHI type as per detailed drawing and design
Spec. No. BR-39 Page No.155
a)M-25 R.M. 2156.00 207.00
b)M-30 R.M. 2166.00 207.00
c)M-35 R.M. 2179.00 207.00
d)M-40 R.M. 2203.00 207.00
58 Providing railing of galvanised iron 'B' class 40 mm dia pipes with M.S. Angle posts as 100mm x 100mm x 6mm As per detailed drawings including scaffolding and painting. Two Rows
BR-39 Spec. No. BR-39 Page No.155
a) on Bridge R.M. 1747.00 146.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b)for road (High embankment with bed block
0.30x0.30x0.30 in c.c. 1:4:8.) R.M. 1741.00 146.00
59 Providing collapsible railing with mild steel channel posts removable galvanised iron pipes as per the detailed drawings including scaffolding and painting.
R.M. 1673.00 141.00
BR-39(f) Spec. No. BR-39(f) Page No.155
60 Providing railing of mild steel angle post 2 metre centre to centre of section 75 mm x 75 mm x 10 mm or equivalent channel section of height 1.05 m above bridge surface with minimum anchor lenght of 30 cm including hold fast of 25 mm diameter mild steel bars welded at the bottom and concreting of 1:3:6 of size 30 x 30 x 30 cm with three rows of 40 mm 'B' class G.I pipe provided at 30 cm centre to centre and including scffolding and with two coat of anti corrosive paint.
R.M. 2047.00 147.00
Spec. No. BR-39(b) Page 151
61 Providing and fixing 25 mm thick marble tablet of size and description as per detailed drawings inclduing moulded marble 1:2 cement mortar border.
Sq.M. 6895.00 1440.00
BR-42 Spec.No.BR-42 Page No.157
62 Providing trap/ granite/ quartzite / gneiss rubble filling behind the abutments, returns or wings, (lead for rubble 300 m)
Cu.M. 704.00 220.00
BR-43 Spec. No. BR-43 Page No.158
63 Providing epoxy mortor with quartz sand with proportion epoxy concrete sand 1:6 for repairs to the cracked pier, girder etc including chipping the loose cracked concrete cleaning rust by means of brush, sand blasting and rebuilding the section giving minimum 3 day compressive strenght of 525 Kg/cm2 and maximum epoxy consumption of 315 Kg/m3 of mortar with all materails labour equipment etc complete (Quartz Sand 885 Kg/Cum)
Cu.M. 139927.00 10346.00
Spec. No. As directed by Engineer-in Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
64 Providing and laying epoxy concrete with epoxy
aggregate proportion 1:4 using epoxy fine quartz sand, course quartz sand and trap metal in suitable proportion by weight including weighing, mixing placing inclusive of celaning the surface by wire, brush, sand balsting for applying the tackcoat of epoxy as directed and giving minimum 3 days compressive strength of 525 Kg/cm2 and maximum epoxy consumption of 214 Kg/m3 of concrete including necessary formwork with all materials, labour, centering equipment etc complete as directed. (scaffolding will be paid separately if required)( Fine sand 660 Kg/Cum, Course Sand 660Kg/Sqm, Trap metal 660 Kg/Sqm)
Cu.M. 94463.00 10450.00
Spec. No. As directed by Engineer-in Charge
65 Providing epoxy coating in two coats with primer for the stone or concrete surfaces including cleaning by sand blasting, brushing, cost of the materials, machinery equipment, scaffolding labour etc complete as directed.
Sq.M. 688.00 255.00
Spec. No. As directed by Engineer-in Charge
66 Providing and injecting epoxy grout including scraping/cleaning of cracked in surfacs by sand blasting drilling of holes and nozzel fixing brushing cost of the materials, machinery equipment, scaffolding labour etc complete as directed.
Kg. 1234.00 87.00
Spec. No. As directed by Engineer-in Charge
67 Providing Sump pit in hard strata in wells as diercted or as shown in drawing including shoring and strutting as necessary and disposing of excavted stuff
Cu.M. 3135.00 1123.00
Spec. No. As directed by Engineer-in Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
68 Providing and Laying mastic asphalt wearing course
with 10/20 paving grade bitumen meeting the requirements of table 500.29 of MORT & H specification including cleaning the road surface by mechanical broom as compound air laying the mastic asphalt layer of required profile camber including providing antiskid surface with bitumen precoated lead stone chippings of 7.5 mm nominal size at the rate of 0.005 cum/10 sq.m at an approximate sapcing of 10 cm centre to center in both direction into surface is not less than 100 c, protrudintg 1 mm to 4 mm over mastic surface including transportation of all materials with all levels and lifts etc. complete including transportation of all materials with all levels and lifts etc. complete including 50kg/100 Sq.m.tack coat of 60/70 grade bitumen.
MORTH 515 Page 71
a) 25mm Sq.M. 637.00 79.00
b) 40mm Sq.M. 1019.00 103.00
69 Providing and applying approved quality Coal Tar epoxy paint in two coat for surface of well, pier abutment between L.T.L to 0.90 metre above H.F.L
Sq.M. 260.00 64.00
Spec. No. As directed by Engineer-in Charge
70 Providing and applying epoxy paint primer with middle coat and top coat to superstructure including scaffolding etc complete.
Sq.M. 505.00 160.00
Spec. No. As directed by Engineer-in Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
71 Providing and applying Polymer synthetic
elastomeric coating cum paint, ready to use for bridge structure in Saline as to avoid salt penitration from marine environmet & U.V effects of sunrays, fungus developments and to protect the reinforcement from marine atmoshpere effects in three coats including sand blasting, cleaing the surface of concrete, brushing and steel reinforcement and applying POLYMER coating with PRIMER, FIRST COAT and SECOND COAT at an interval of 24 hours in approved shade and colour, but not to applied on oil, Grease, Tar & Moisture of surface, including Scaffolding etc (as directed by Engineer in Charge) Complete. NOTE :- Thinner only, KEEP AWAY FROM FIRE AND DIRECT SUNLIGHT.
Sq.M. 528.00 56.00
Spec. No. As directed by Engineer-in Charge
72 Providing and filling sand below raft and in box return including compaction etc. complete ( including lead upto 500 mt. )
Cu.M. 180.00 147.00
Spec. No. As directed by Engineer-in Charge
73 Dewatering for ---(a/b/c/d/e)--- in---(A/B/C)--- including diversion of stream providing cofferdam, bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular component till completion of bridge etc. Complete
BR-4 Spec. No. BR-4 Page No.114-116
(A) other soil
a) Abutment Cu.M. 162.00 43.00
b) Returns Cu.M. 78.00 43.00
c) Piers Cu.M. 233.00 43.00
d) Raft, Cut of Walls Cu.M. 163.00 43.00
e) Toe Wall, Apron Cu.M. 76.00 43.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
(B) Sandy soil
a) Abutment Cu.M. 263.00 43.00
b) Returns Cu.M. 109.00 43.00
c) Piers Cu.M. 289.00 43.00
d) Raft, Cut of Walls Cu.M. 281.00 43.00
e) Toe Wall, Apron Cu.M. 133.00 43.00
(C) Perennial River or Stream
a) Abutment Cu.M. 538.00 43.00
b) Returns Cu.M. 204.00 43.00
c) Piers Cu.M. 733.00 43.00
d) Raft, Cut of Walls Cu.M. 766.00 43.00
e) Toe Wall, Apron Cu.M. 358.00 43.00
74 Providing M-30 R.C.C. cast in situ------------ bored piles each of load capacity as per design and of specified diametre or as directed, placed through steel shell sunk to the required depth through all strata except hard rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel including chippings, dressing of R.C.C. piles cleaning the reinforcement etc. complete.
MORTH 12.23, 12.24, 12.25/ 1100,
1600 & 1700.
Spec. No. As directed by Engineer-in Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) 450 mm dia R.M. 1896.00 19.00
b) 475 mm dia R.M. 2113.00 21.00
c) 500 mm dia R.M. 2340.00 23.00
d) 525 mm dia R.M. 2581.00 26.00
e) 550 mm dia R.M. 2833.00 29.00
f) 600 mm dia R.M. 3372.00 34.00
g) 625 mm dia R.M. 3658.00 36.00
h) 650 mm dia R.M. 3956.00 40.00
I) 750 mm dia R.M. 5267.00 53.00
j) 800 mm dia R.M. 5424.00 57.00
k) 825 mm dia R.M. 5512.00 62.00
l) 900 mm dia R.M. 6558.00 73.00
n) 975 mm dia R.M. 7697.00 86.00
m) 1000 mm dia R.M. 8097.00 90.00
o) 1050 mm dia R.M. 8401.00 94.00
p) 1100 mm dia R.M. 9220.00 96.00
q) 1200 mm dia R.M. 10969.00 113.00
r) 1500 mm dia R.M. 17145.00 176.00
75 Providing M-35 R.C.C. cast in situ bored piles each of load capacity as per design and of specified diametre or as directed, placed through steel shell sunk to the required depth through all strata except hard rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel including chippings, dressing of R.C.C. piles cleaning the reinforcement etc. complete.
Spec. No. As directed by Engineer-in Charge
a) 450 mm dia R.M. 1912.00 19.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) 475 mm dia R.M. 2130.00 21.00
c) 500 mm dia R.M. 2360.00 23.00
d) 525 mm dia R.M. 2602.00 26.00
e) 550 mm dia R.M. 2856.00 29.00
f) 600 mm dia R.M. 3399.00 34.00
g) 625 mm dia R.M. 3688.00 36.00
h) 650 mm dia R.M. 3989.00 40.00
I) 750 mm dia R.M. 5311.00 53.00
j) 800 mm dia R.M. 5344.00 57.00
k) 825 mm dia R.M. 5554.00 62.00
MORTH 1107 page 344
l) 900 mm dia R.M. 6610.00 73.00
n) 975 mm dia R.M. 7758.00 86.00
m) 1000 mm dia R.M. 8162.00 90.00
o) 1050 mm dia R.M. 8485.00 94.00
p) 1100 mm dia R.M. 9314.00 96.00
q) 1200 mm dia R.M. 11080.00 113.00
r) 1500 mm dia R.M. 17318.00 176.00
76 Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete.
Spec. No. As directed by Engineer-in Charge
a) 450 mm dia R.M. 2914.00 0.00
b) 475 mm dia R.M. 3330.00 0.00
c) 500 mm dia R.M. 3538.00 0.00
d) 525 mm dia R.M. 3955.00 0.00
e) 550 mm dia R.M. 4370.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
f) 600 mm dia R.M. 5203.00 0.00
g) 625 mm dia R.M. 5619.00 0.00
h) 650 mm dia R.M. 6035.00 0.00
I) 750 mm dia R.M. 7944.00 0.00
j) 800 mm dia R.M. 9156.00 0.00
k) 825 mm dia R.M. 9781.00 0.00
l) 900 mm dia R.M. 13527.00 0.00
n) 975 mm dia R.M. 13736.00 0.00
m) 1000 mm dia R.M. 14359.00 0.00
o) 1050 mm dia R.M. 15608.00 0.00
p) 1100 mm dia R.M. 16233.00 0.00
q) 1200 mm dia R.M. 20811.00 0.00
r) 1500 mm dia R.M. 29136.00 0.00
77
Providing and placing and driving in position for R.C.C.Piles, 6mm/ 8mm thick permanent M.S. liner upto required depth with 12mm thick M.S. cutting edge of 0.50 metre length at bottom including fabricating, cutting the M.S. sheet to required diametre and shape, welding the joints and driving with the help of required machineries including all materials labours and lifts with one coat of zinc based epoxy primer and two coats of coal tar epoxy painting etc. complete.
M.T. 93117.00 7118.00
Spec. No. MORTH 1106 Page 341
78 Providing and Fixing single strip modular type expasion joint material inclusive of edge beams and elastometic strip seal along with indigenous fabricated anchorage system for fixing the deck for movement of +/- 50mm (total 100mm) as per MORT&H specification under supervision of specilised manufacturer.
R.M. 14467.00 25.00
MORTH 2604 page 577
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
79 Providing and applying anticorrisive treatment for
MS & TOR steel reinforcement as per cement polymer composite coating (CPCC) method developed by CECRI including cleaning the bar by means of any established mechanical or manual method for removing the rust and deletious matter, applying rapid setting primer and cement polymer sealing coat of approved and licensed by CECRI including redoing the process if damaged occur during handling, stacking etc. complete as directed by the Engineer in charge. (with prior approval of S.E.P.W.Circle,Ratnagiri)
M.T. 8963.00 2321.00
As directed by Engineer-in-charge
80 Providing fusion bonded epoxy coating to reinforcing bars as per IS: 3620-1993 specification for a thickness of 175+/-50 microns including testing of coating at plant, extra cost for careful handling using PVC coating, binding wires instead of G.I.wires, touching up the material supplied, repair work etc. complete as per detailed specifications. (Lead 200 km to and fro from plant) etc. complete.
M.T. 11798.00 770.00
As directed by Engineer-in-charge
81 Providing and placing Cage Unit, with suitable Dia of each cage in the unit, for each support of staging to two lane prestressed box girder, embedded 0.50m below the bed and raised 0.50m above HTL, comprising 25mm dia, vertical HYSD bars/ ISMB Sections and bamboos within, strirrups of 25mm and 12mm dia - HYSD bars, including boulder filling with void filling and compaction, RCC footing M-30 with reinforcement, Bolts, fabrication and placing cage in position as per design and drawing complete.
(Item shall be included in Estimate with prior permission of SE, with due attention to site condition and actual requirement for creek bridges. Depth of standing water shall be verified and certified by EE for each span seperately, and accordinly provisions shall be made) For intermidiate depth of water rate shall be derived by interpolation.
1. For depth of water 2.50 M Each Support
of staging
198241.00 15941.00
2. For depth of water 5.0 M 322234.00 25873.00
3. For depth of water 6.0 M 451361.00 36252.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
4. For depth of water 7.50 M 653602.00 52506.00
5. For depth of water 8.00 M 730404.00 58658.00
6. For depth of water 9.0 M 852819.00 68462.00
7. For depth of water 10.0 M 929172.00 74578.00
As directed by Engineer-in-charge
82 Providing and applying Polymer Synthetic Elastomeric Coating cum paint, ready to use for bridge structure in saline as to avoid salt penetration from marine environment & U.V. effects of sunrays, fungus developments and to protect the reinforcement from marine atmosphere effects in three coats including scaffolding, sand blasting, cleaning the surface of concrete, brushing steel reinforcement and applying polymer coating with Primer, 1st coat and 2nd coat at an interval of 24 hours of approved shade and colour (But not to applied on Oil, Grease, Tar & Moisture of surface)
Sq.M. 728.00 75.00
Note : Prior Approval of SE is required
83 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications. Spec. No.: MORTH 2504 Page 566
Cu.M. 1106.00 440.00
84 Geotextile Filter - Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. Spec. No. MORTH - 2412 Page 556
Sq.M. 858.00 111.00
85 Construction of Curtain wall complete as per drawing and Technical specification. Spec. No.: MORT & H - 2507.2 Page 570
a) Stone masonry in cement mortar (1:3) Cum 3300.00 880.00
b) Cement Concrete Grade M-15 Cum 4290.00 550.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
86 Gabian Structure for Retaining Earth - Providing and
construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 Sq.Mt. having minimum tensile strength of 300 Mpa conforming to IS: 280 and alvanizing coating conforming to IS: 4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire Spec. No.: MORT & H - 2503.3
Cum 1543.00 95.00
87 Gabian Structure for Erosion Control, River Training Works and Protection works - Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS: 4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. Spec. No.: MORT & H -111.4 Page 13.
Cum 3186.00 330.00
NEW ITEM
1 Providing & laying plain in situ Plum cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing for 14 days (excluding dewatering by pump)(with 15% plum)
Spec. No. MORTH 405/121 A) (Without formwork)
a) 1:3:6 Nominal Mix Cu.M. 3690.00 307.00
b)M-15 Cu.M. 3995.00 307.00
B) (Including plywood/steel formwork centering)
I) PCC Grade.
a) M-15 Cu.M. 3788.00 411.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2 Inspection of Bridges :Scope of work includes
comprehensive inspections of various elements of bridge like protection work (wing wall, retaining wall), foundations and flooring river training works, waterways, etc. It also include inspection of sub-structure (abutments and piers, bed block or pier cap) and superstructure (bearings deck slab or PSC girder box girder railing approach road) with necessary tools, plants scaffolding and inspection supporting system and any other inspection work mentioned in PWD circular No. MIS/3366/NH-2 Dated 21-03-1988 as applicable and submitting the comprehensive inspection report in the specified format. Scope of work includes detailed photography of (each element of bridge of) above said works. Inspection report should include defects in the bridge elements in detail along with its severity and time frame within which it should be repaired along with certificate of inspection the whole inspection shall be done in presence of concern Deputy Engineer.
a) Length of bridge : upto 30 Mtr. Each Each 33700.00 3370.00
b) Length of bridge : from 31 Mtr. To 100 Mtr. Each Each 56180.00 5618.00
c) Length of bridge : from 101 Mtr. To 200 Mtr. Each Each 78650.00 7865.00
d) Length of bridge : Above 200 Mtr. Each 95500.00 9550.00
3 Load test : Carrying out load test by collecting all the relevant
data of the bridge from PWD. Design Circle and checking the design and redesign should be done to calculate safe working load carrying capacity of bridge if required. Detailed design and calculation should be done by grid analysis/courbons method/Little and morice method or by using AASHTO factors in case of Girder Slab and bon type superstructure and by dispersion width formula in Slab type structure should be submitted to PWD for approval along with method statement. The test load shall be applied by appropriate method and placed longitude initially and transversely for minimum desired effect with finding of deflection gauges at critical points with necassary inspection platform and supporting system including measuring of defection and crack width if any. The adequate safety pracautions shall be taken during test period including video photography of entire testing procedure. The soft copy shall be submitted along with detail design calculations load test result and recommendations etc complete. approved of SE/CE)
The entire work shall be carried out in presence of concern Sectional Engineer and Deputy Engineer. In this column rate for 1st Span had to be quoted after considering all above said factors.
a) For 1st Span each Each 955060.00 95506.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) For subsequent span of same bridge each Each 280900.00 28090.00
4 Underwater inspection of submerged pier or abutment Wells, Piles, foundations : Underwater water inspection, highly experience divers, fully equipped shall be used. The divers safety is entire responsibility of the agency. The diving operation shall be conducted and supervised by specialist personnel with necessary tools and plants with air compressor, hoses and helmets. Divers shall able to identify all type of defects undermining due to scour, settlements tilting, exposure of well/piles concrete cradling due to numerous causes honey comb. cavity etc. Superstructure structure and should be able to measure its quantity person of agency must be present. Scope of work includes still photography and videography of above said work. Detailed inspection report should be submitted along with DVD in 2 numbers. The prior approval of Engineer-in-charge should be taken before conduct in a underwater inspection work. The inspection shall be done in the presence of D.E.
a) If the depth of water at abutment or pier is more than 6.00 mtr.
Each 10000.00 1000.00
b) If the depth of water at abutment or pier is less than 6.00 mtr.
Each 5000.00 500.00
5 Core Test (Permeability & Strengh) Each Core shall be extracted from concrete at desired ocations approved by Engineer-in-Charge in the resence of concerned field staff Extracted core shall be in cylindrical shape with suitable height to width ratio. Proper demarcation should be given to each core like bridge number, span number etc. Total number of cores varies from length of bridge or as per decided by Engineer-in-charge. Proper capping should be done on either sides of core and it should test under universal testing machine for its compressive test. Capping and testing should be done as per IS : 516-4959 and data interpretation should be done as per IS : 456:2000 clause 17.4. Similarly permeability test should be carried out on each core of a bridge and should fulfill all the criteria mentioned in ASTM C 1202-05 Test report should mention compressive strength and permeability for each core.
Each 16850.00 1685.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
6 PH, Chloride & Sulphate Test
Each core should test for pH, Chloride and Sulphate test. pH test can be done by making concrete power. Test shall be done either by litmus paper or preferably by digital pH meter. Chloride and Sulphate test should be carried out as per IS : 3025 Part - 32 and IS : 3025 part - 24 respectively. Test report should mention pH, Chloride and Sulphate values for each core.
Each 2800.00
7 In-situ Absorption Test It shall be done as per IS specifications/ASTM specification.
Each 2800.00 280.00
8 In-situ Permeability Test It shall be done as per IS specifications/ASTM specification.
Each 2800.00 280.00
9 Carbonation Test Carbonation Test shall be done by spraying or by applying on concrete phenolphthalein or rain bow indicator as approved by Engineer-in-charge. Carbonation depth shall be measured in milimeter (mm) and should submit along with the report.
Each 670.00 67.00
10 Half Cell Potential Test Half cell potential test carried out to check the corrosion attack on reinforcement will in the presense of D.E./S.O.The calibrated equipement shall be used and calibration certificate should be available at site during testing. Test should be carried out as per ASTM-C876-80. Test report should mention corrosion readings along with photographs.
Each 670.00 67.00
11 Non Destructive Test (Rebound Hammer Test) Each Rebound hammer Hammer which will use for this test should properly calibrated and calibration certificate should be available at site during testing. The test must be carried out in the presence of D.E./S.O.Test should be carried out as per IS : 13311 (Part-2) 1992. Test report should mention compressive strength of the member along with graphical data, shows number of measurements, mean value, standard deviation and curve used for calculation of compressive strength along woth photographs.
Each 560.00 56.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
12 Non Destructive Test (Ultrasonic Pulse Velocity Test)
The calibrated equipement shall be used and calibration certificate should be available at site during testing. The test must be carried out in the presence of D.E./S.O. Test should be carried out as per IS : 13311 (Part -1) 1992. Test report should mention number readings taken on each member along with its distance path length, method used (direct or indirect) and its relative velocity along with photographs.
Each 560.00 56.00
13 Cover measurement by cover meter : Each Cover meter test should be carried out with pachometer digital instrument having data storage capacity Equipment should properly calibrated and calibration certificate should be available at site during testing. The test must be carried out in the presence of concern D.E./S.O. Test report should mention number of bars. minimum and maximum cover and average depth of cover along with graphical representation along with photographs.
Each 560.00 56.00
14 Preparing Estimate for repair, BOQ, each specification and methodology, suggesting make and type of material. Preparation of a execution clear (without ambiguity) summary report with cerification based on the bridge inspections done, carrying out measurement of the defects and estimating the ouantities for the repair items and preparation of estimate in the P.W.D s formation specifying the procedures and specifications in consultaion with competent authority for various repair/rehabilitation items, suggesting the materials to be used, their source for doing quantity work. also suggesting the equipments/machinery to be used. The payment will be made after sanctioning of the estimate, procedures and specification by the competent authority.
Each 3370.00 337.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
C. D. WORK
1 Providing rubble filling of trap/granite/quartzite gneiss
stones of approved quality in foundation including hand
packing filling gravel of sand in the voids etc. comlete. (Lead
50 m)
Cu.M. 825.00 250.00
CD -1 P-317
2 Providing and laying in situ cement concrete of ___
proporation with trap metal in foundations including
necesary compacting and curing etc., complete. (including
formwork)
CD -1 P-317
CD-3
P-160
a) 1:5:10 Cu. M. 3677.00 584.00
b) 1:4:8 Cu. M. 4010.00 584.00
c) 1:3:6 Cu. M. 4479.00 584.00
d) M-15 Cu. M. 5311.00 584.00
3 Providing approved quality of trap/granite /quartizite /gneiss
rubble stone paving 15cm thick in 1:3 cement mortar over a
bedding of 15cm thick cement concrete of 1:4:8 proportion
with trap/granite/quartizite/gneiss metal including striking
joints and watering etc. complete.
Sq.M. 1135.00 243.00
CD -2 P-317
4 Providing approved quality of trap/ granite/ quartizite/
gneiss khandki stone paving of 20.50 cm. thick in 1:3 cement
morter over bedding of 15cm thick cement concrete of 1:4:8
porportion with trap/granite/quartzite/gneiss metal
including pointing with cement mortar 1:3 and watering etc.
complete.
Sq.M. 2975.00 672.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
CD -3 P-318
5 Providing uncoursed rubble masonry trap stone in cement
mortar 1:6 for head walls including striking joints of the non
exposed faces and pointing the exposed faces with cement
mortar 1:3 including scaffolding and watering masonry etc.
complete. Including bailing out water manually.
Cu. M. 2578.00 346.00
CD -4 P-319
6 Providing and Laying cement concrete pipe of IS 458-1988
Class in proper line level and slope including providing fixing
collars in cement mortar 1:2 etc. complete item
Spec No. CD-5, P-320
CD-5
P-162
A) NP-2 for V.R.& O.D.R.
i) Diameter 450 mm Rmt 1245.00 197.00
ii) Diameter 600 mm Rmt 1842.00 241.00
iii) Diameter 800 mm Rmt 2978.00 344.00
iv) Diameter 900 mm Rmt 3474.00 344.00
v) Diameter 1000 mm Rmt 3998.00 402.00
vi) Diameter 1200 mm Rmt 5527.00 463.00
B) NP-3 for M.D.R. & S.H.
i) Diameter 600 mm Rmt 3027.00 243.00
ii) Diameter 800 mm Rmt 4926.00 245.00
iii) Diameter 900 mm Rmt 5604.00 352.00
iv) Diameter 1000 mm Rmt 6287.00 403.00
v) Diameter 1200 mm Rmt 8442.00 461.00
C) NP-4 for MSH&NH
i) Diameter 600 mm Rmt 3337.00 243.00
ii) Diameter 800 mm Rmt 5664.00 245.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
iii) Diameter 900 mm Rmt 6639.00 352.00
iv) Diameter 1000 mm Rmt 8407.00 403.00
v) Diameter 1200 mm Rmt 9845.00 461.00
7 Providing cast in situ block 1:3:6 cement concrete with circle
or other shaped opening for water way including necessary
form work, compacting, finishing and curing etc. complete.
Cu.M. 3900.00 1000.00
CD -6 P-320
8 Providing and laying in situ 1:4:8 cement concrete of trap
metal for haunch filling including formworks compacting,
curing and scaffolding etc. complete.
Cu.M. 3275.00 300.00
CD -7 P-321
9 Providing seclected hard murum filling including laying in
layers of 15 to 20 cm. watering and compacting etc.
complete.
Cu.M. 626.00 123.00
CD -8 P-321
10 Providing Cast in Situ CC M-15 of trap metal for coping to
head wall moulded or champhered as per drawing or
including finishing, curing, plywood/steel formwork etc.
complete.
Cu.M. 4498.00 539.00
As directed by Engineer-In-Charge
11 Providing and fixing in cement mortar 1:2, marble plate
30cm. x 20cm. showing the No. of Cross Drainage work and
the direction of flow by arrow including cutting border line,
figures, letters, signs and painting etc. complete.
Sq.M. 5048.00 830.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
CD -10 P-322
12 Providing & fixing M-15 R.C.C. guard stone of 20 x 20 x
75cm. including fixing in ground and white washing etc.
complete.
No. 400.00 49.00
CD -12 P-322
13 Providing & laying in situ cement concrete of trap
/granite/quartzite/ gneiss metal for cast in citu head walls
for causeway & C.D.Works with compaction by vibrating &
curing complete including form work centering (excluding
dewatering by means of pump and including bailling out
water).
Spec. No. CD-12 Page No.322
a)M-15 Cu.M. 4159.00 387.00
b)M-20 Cu.M. 4632.00 387.00
14 Providing & fixing precast M-20 RCC Slab over the span of
the C.D.Work as per detailed drawing including Tor Steel
Reinforcement, conveyance, fixing in proper position in CM
1:3 and curing, finishing etc. complete.
CD -6 P-320
Cu.M. 8468.00 810.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
SAKAV
1 Providing & Fixing fabricated structural steel decking as per
approved drawings and designs including cost of Steel Angle
flat plate, Nut and bolts labour, fabrication and one coat of
red oxide painting for steel work etc. complete.
Mt. 80050.00 8085.00
(Girder type sakav)
2 Providing & fixing fabricated structural steel decking as per
approved drawings and designs including cost of Steel Angle
flat plate, Nut and bolts labour, fabrication and one coat of
red oxide painting for steel work etc. complete.
Mt. 83480.00 11325.00
(Trussed type sakav)
3 Providing & fixing 50mm thick RCC Planks for Sakav decking
of size 120m x 0.30m in CC M-20 including fixing with
M.S.Flat 40mm x 6 mm with nut and bolt, scaffolding etc.
complete
Sq.M 1290.00 132.00
4 Providing and fixing chequered plate 5/6mm thick for sakav
decking including fixing with nut & bolts or welding as per
requirement, One Coat of Red Oxide paint, scaffolding etc.
complete
Sq.M 3372.00 110.00
5 Providing and fixing 25mm. "B" Class G.I. Pipe railing in two
rows with oil painting in two coats including cost of pipe
fixture etc. completed. (Excluding M.S.Angle Post)
R.M. 708.00 195.00
(Rate for structural Sakav)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
ROAD
1 Excavation for roadways in soft strata such as ______
including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all
lifts upto a lead of 50 m and spreading for embankment or
stacking, disposing as directed. (By Manually)
Spec. No.:Rd. 2 Page No. 353
a) Earth soil of all sorts sand, gravel or soft murum Cu.M. 125.00 80.00
b) Hard murum Cu.M. 146.00 85.00
c) Hard murum and boulders Cu.M. 163.00 95.00
2
Excavation for roadway in earth soil of all sorts sand, gravel
or soft murum including dressing section to the required
grade, camber and side slopes and conveying the excavated
materials with all lifts upto a lead of 50m and spreading for
embankment or stacking, disposing as directed.
By Mechanical means
Cu.M. 55.00 5.00
Spec. No. RD-2 Page No.353
3 Excavation for roadways in hard strata by appropriate means
such as ____ , including dressing section to the required
grade, camber and side slopes and conveying the excavated
materials with all lifts upto a lead of 50 m and spreading for
embankment or stacking, disposing as directed.
Spec. No.:Rd. 6 Page No. 357
a) Soft rock Cu.M. 254.00 215.00
b) Hard rock by blasting Cu.M. 480.00 300.00
c) Hard rock by wedging chiselling or line drilling Cu.M. 567.00 360.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
d) Laterite rock by weighing chiselling or line drilling Cu.M. 500.00 170.00
4 Excavation catch / side water gutters _______ to the
specified section including stacking the excavated stuff in a
regular bund if necessary and disposing off unsuitable or
excess stuff as directed upto 50 mtr. (Manual means)
Spec. No.:Rd. 9 Page No. 359
a) In all sorts of Soil Cu.M. 200.00 95.00
b) In Hard murum Cu.M. 234.00 100.00
c) In Hard murum & Boulder Cu.M. 262.00 105.00
d) In Soft rock Cu.M. 456.00 195.00
e) In Hard rock (by chiesellIng) Cu.M. 755.00 315.00
5 Excavation catch / side water gutters _______ to the
specified section including stacking the excavated stuff in a
regular bund if necessary and disposing off unsuitable or
excess stuff as directed upto 50 mtr(Mechanical means)
Spec. No.:Rd. 9 Page No. 359
a) In all sorts of Soil Cu.M. 82.00 6.00
b) In Hard murum Cu.M. 91.00 12.00
c) Any other type of Strata Cu.M. 150.00 20.00
6 Preparing embankment with approved materials obtained
from the road cutting within a lead _____ including all lifts,
laying in layers of 20 to 30cm. thickness, breaking clods,
dressing to the required lines, curves, grade & section with
normal watering and compaction etc. complete. (Excluding
Royalty)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.:Rd. 14 Page No. 368
a) lead of 50m Cu.M. 69.00 30.00
b) lead over 50 to 300m Cu.M. 126.00 40.00
c) lead over 300 to 500m. Cu.M. 140.00 35.00
7 Watering and compacting of embankment formed of
materials obtained from the road cutting, within a lead of
50m to 95% of standard proctor density after laying them in
layers of 20 to 30 cm with _____ roller etc. complete.
Spec. No.:Rd. 10 Page No. 360
a) Static roller Cu.M. 55.00 24.00
b) Vibratory roller Cu.M. 70.00 24.00
8 Watering and compacting of embankment formed of
materials obtained from the road cutting, within a lead of
50m, to 100% of standard proctor density after laying them
in layers of 20 to 30 cm with _____ roller etc. complete.
Spec. No.:Rd. 10 Page No. 360
a) Static roller Cu.M. 58.00 6.00
b) Vibratory roller Cu.M. 76.00 6.00
9 Watering and compacting of embankment formed of
materials obtained from the road cutting/Department land,
within a lead of 50m, with normal watering and compaction
including laying materials in layers of 20 to 30 cm with static
roller etc. complete.
Cu.M. 52.00 30.00
Spec. No.:Rd. 10 Page No. 360
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
10 Providing earth work in embankment with approved
materials obtained from departmental land or other sources,
upto lead of 50m. including all lifts, laying in layers of 20 to
30cm thickness, breaking clods, dressing to the required lines,
curves, grade & section, watering and compaction to ____
with _____ roller etc. complete. (Excluding Royalty)
Spec. No.:Rd. 12 Page No. 366
a) 95% of standard proctor density of Static Roller Cu.M. 132.00 78.00
b) 95% of standard proctor density of Vibratory Roller Cu.M. 138.00 78.00
i) 100% of standard proctor density of Static Roller Cu.M. 132.00 78.00
ii) 100% of standard proctor density of Vibratory Roller Cu.M. 162.00 78.00
11 Providing earth work in embankment with approved
materials obtained from Departmental land or sources, upto
lead of 50m including all lifts, laying in layers of 20 to 30cm.
thickness, breaking clods, dressing to the required lines,
curves, grade & section, normal watering and compaction
with power roller etc. complete. (Excluding Royalty)
Cu.M. 119.00 76.00
Spec. No.:Rd. 13 Page No. 367
12 Providing earth work in embankment with approved
materials obtained from private land including all lifts and 50
m lead laying in layers of 20 to 30cm thickness, breaking
clods, dressing to the required lines, curves, grade & section,
normal watering and compaction with _____ roller etc.
complete. (including royalty)
Spec. No.:Rd. 12 Page No.366
i) 95% of standard proctor density of Static Roller Cu.M. 216.00 76.00
ii) 95% of standard proctor density of Vibratory Roller Cu.M. 241.00 76.00
i) 100% of standard proctor density of Static Roller Cu.M. 213.00 76.00
ii) 100% of standard proctor density of Vibratory Roller Cu.M. 244.00 76.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
13
Providing earth work in embankment with approved
materials obtained from private land including all lifts and
50.m lead laying in layers of 20cm to 30cm. thickness
breaking clods dressing to the required lines, curves, grade &
section, normal watering and compaction with power roller
etc. complete.
Cu.M. 196.00 76.00
Spec. No.:Rd. 13 Page No. 367
14 Supplying 15 to 23 cm. trap/granite/quartzite/gneiss stone
rubble at the road side for metal including conveying &
stacking etc. complete. (50 metre initial lead) (including
royalty)
Spec. No.:Rd. 19 Page No. 373
I) By blasting Cu.M. 465.00 21.00
II) Laterite
a) By blasting/Quarrying Cu.M. 280.00 105.00
b) By breaking boulders Cu.M. 240.00 95.00
15 Supplying trap/granite/quartzite/gneiss stone metal at the
road side for metal including conveying & stacking etc.
complete. (50 metre lead) Including Royalty & all Taxes.
a) By Blasting
II) 60mm metal Cu.M. 685.00 188.00
Spec. No. RD 20 Page-374
Iii) 40mm metal Cu.M. 750.00 188.00
Spec. No. RD 22 Page-374
b) By Breaking boulders (Hand broken)
IV) 80mm metal Cu.M. 344.00 125.00
Rd.19(a).P-373
V) 60mm metal Cu.M. 394.00 125.00
Spec. No. RD 20 Page-374
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
VI) 40 mm metal Cu.M. 419.00 125.00
Spec. No. RD 22 Page-375
c) Laterite (By Blasting/Quarrying)
VIII) 80mm metal Cu.M. 531.00 190.00
Rd.19(a).P-373
IX) 60mm metal Cu.M. 544.00 190.00
Spec. No. RD 20 Page-374
16 Supplying 80 mm. laterite stone metal at the road side for
metal including conveying & stocking etc. complete (50 meter
lead hand broken from boulders (Including Royalty)
Cu.M. 312.00 188.00
Spec. - As directed by Engineer-In-Charge.
17 Supplying 60 mm. laterite stone metal at the road side for
metal including conveying & stocking etc. complete (50 meter
lead hand broken from boulders) (Including Royalty)
Cu.M. 325.00 200.00
Spec. - As directed by Engineer-In-Charge.
18 Supplying hard murum / kankar at the road side, including
conveying and stacking etc. complete. Lead upto 50M. (initial
lead) (Includig Royalty)
Cu.M. 264.00 67.00
Spec. No.:Rd. 23 Page No. 376
19
Supplying soft murum at the road side, including conveying
and stacking etc. complete. Lead upto 50m. (initial lead)
(Includig Royalty)
Cu.M. 139.00 67.00
Spec. No.:Rd. 24 Page No. 377
20
Supplying gravel at the road side, including conveying and
stacking etc. complete. Lead upto 50m. (Includig Royalty)
Cu.M. 222.00 122.00
Spec. No.:Rd. 26 Page No. 378
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
21
Laying 15 to 23cm. trap stone rubble soling including hand
packing with rubble chips etc complete excluding cost of
materials. (Lead 50 m)
Cu.M. 96.00 83.00
Spec. No.:Rd. 27 Page No. 379
22
Spreading gravel / hard murum /soft murum & stone dust
over the rubble soling, oversize and size metal layer /
Blandage on W.B.M. surface etc. complete.
Cu.M. 17.00 11.00
Spec. No.:Rd.Rd.28,31,36.P-379,382,388
23
Spreading oversize 40mm / 50mm / 60mm / 80mm
Laterite/Trap metal including sectioning etc. complete.
Cu.M. 27.00 22.00
Spec. No.:Rd.Rd. Rd.29,34. P-380,384
24 Compacting sub grade / gravel / oversize metal (200mm
loose)layer 2 to 7 m wide with _____ including necessary,
labour, materials and artificial watering etc. complete.
Spec. No.:Rd. 32 Page No. 382
i) By Static roller Sq.M. 15.00 2.00
(II) By Vibratory Roller. Sq.M. 20.00 2.00
25 Picking the road surface including sectioning etc. complete.
Spec. No.:Rd. 33 Page No.383
i) on W.B.M. surface Sq.M. 4.25 3.00
ii) on B.T. surface (Scarifying existing B.T.) Sq.M. 6.00 4.00
iii) on murum surface Sq.M. 2.50 1.00
26 Compacting the size metal (100 mm loose) layer 2.00 to 7.00
m width with _____ roller, including necessary labour,
materials and artificial watering etc. complete.
Spec. No.:Rd. 35 Page No. 388
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
i) Static roller Sq.M. 16.00 2.00
ii) Vibratory Roller. Sq.M. 19.00 2.00
27 Compacting the size metal (150 mm loose) layer with
______ roller, including necessary labour, materials and
artificial watering etc. complete.
Spec. No.:Rd. 35 Page No. 388
i) static roller Sq.M. 16.00 2.00
ii) Vibratory Roller. Sq.M. 19.00 2.00
28 Compacting for 80 mm laterite metel layers with power roller
including necessary labour, materials and artificial watering
etc. complete.(controlling item)
Sq.M. 7.00 1.00
29 Compacting for 60 mm laterite metel layers with power roller
including necessary labour, materials and artificial watering
etc. complete.(controlling item)
Sq.M. 5.00 1.00
30
Spreading hard murum / kankar on the road formation / side
width.
Cu.M. 19.00 10.00
Spec. No.:Rd. 23. P-376
31 Compacting the hard murum / kankar upto 2.00 m width
(200mm loose) with ______ roller including artificial watering
etc. complete.
Spec. No.:Rd. 23 Page No. 376
i) Static roller Sq.M. 6.25 1.00
ii) Vibratory Roller. Sq.M. 11.25 1.00
32 Supplying crushed metal of trap/granite/quartzite /gneiss
stone aggretage at the road side, including conveying and
stacking etc. complete for use in bituminous road surface. (50
m lead) (including royalty & all taxes)
Spec. No.:Rd. 64 Page No. 420
Rd.64.
P-420
a) 40 mm Cu.M. 903.00 230.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) 25 mm Cu.M. 903.00 230.00
c) 20 mm Cu.M. 950.00 230.00
d) 12 mm Cu.M. 950.00 230.00
e) 10 mm Cu.M. 950.00 230.00
f) 6 mm Cu.M. 750.00 228.00
33
Refixing the disturbed guard stone in position and in line with
necessary excavation, back filling, ramming etc. Complete.
No. 12.00 9.00
Spec. As directed by Engineer in Charge
34
Providing rain cuts over side shoulder and making
arrangement for surface drainage.
R.M. 5.00 2.00
Spec. As directed by Engineer in Charge
35
Providing dry rubble stone pitching 23 cm thick as directed
etc. complete.(Lead 50 m)
Sq.M. 310.00 85.00
Spec. No.:Rd.60 Page No. 414
36
Providing dry / trap / granite / quartzite /gneiss rubble stone
masonry with header.(Lead 50 m)
Cu.M. 1499.00 285.00
Spec. No.:Rd. 61 Page No. 414
37 Providing 20 mm thick premix bituminous carpet including
supplying all materials, preparing and cleaning the base,
heating bitumen applying tack coat at specified rate, Mixing
hot bitumen and chips, laying the carpet layer and
compacting etc. complete.By Bulk Asphalt. (excluding Tack
coat). (Cold Mix with approval of S.E.)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.:Rd. 68 Page No. 425
i) 60/70 grade of bitumen Sq.M. 181.00 29.00
ii) 30/40 grade of bitumen Sq.M. 188.00 29.00
38 Providing and laying open graded premix carpet 20 mm thick
with specified graded crushed aggregates for wearing course
including supplying all materials preparing and cleaning the
base loading of aggregate with front edge loader heating
bitument and aggregates in modern drum mix type of hot mix
plant, transporting the mixed material from tipper and laying
with paver finisher to the required level and grade rolling with
power roller (excluding the cost of tack coat)
Spec. - MORTH 509 page 177
i) 60/70 grade of bitumen Sq.M. 143.00 1.00
ii) 30/40 grade of bitumen Sq.M. 150.00 1.00
39 Providing & laying Single coat surface dressing or first coat of
the two coat surface dressing with 0.15 cum crushed stone
chipping & bitumen 12Kg/10Sqm dressing as wearing course
consisting of a layer of bituminious binder laid on the
prepared surface, followed by a cover of crushed stone
chippings of specified size (may be precoated also) and rolling
with power roller 8-10 tonne.(19mm nominal chipping size)
Using 60/70 Asphalt
Sq.M. 78.80 1.00
MORTH 503 page 148
40 Providing bituminous Liquid seal coat to B.T. surface
including, supplying all materials with all leads, preparing
existing road surface, heating & applying bitumen, spreading
chips, rolling complete. (by using bulk asphalt). (bitumen at
the rate of 0.98 kg / one square metre 60/70 grade)
Sq.M. 77.70 1.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
41 Providing and laying bituminous tack coat, @.......... by
manual/mechanical sprayer including supplying all materials,
preparing the existing surface, heating bitumen and applying
tack coat evenly on the surface etc. complete. specification.
(60/70 grade)
MORTH 503/148
a) @ 50 Kg/100 m2 over B.T.surface Sq.M. 39.00 7.00
b) @ 100 Kg/100 m2 over W.B.M. surface Sq.M. 73.00 9.00
42 Providing and laying Bituminous Bound macadam surface
75mm thickness including supplying all material, Spreading 40
mm trap metal Hand Borken 70% and 30% crushed metal
layer compacting metal layer with power roller heating and
spraying bitumen at the rate of 200Kg / 100m2 and spreading
12mm key aggregate and compacting with power roller
without tack coat including picking the WBM surface etc.
complete. (On WBM surface) Using 60/70 grade of bitumen.
(40mm size hand broken metal 9.00 cum/100sqm and 12mm
size crushed metal 1.8 cum/100sqm)
Spec. No.: As directed by Engineer in Charge
i) Power Roller Sq.M. 304.00 32.00
ii) With Vibratory Roller Sq.M. 312.00 32.00
43 Providing and laying Bituminous Bound macadam surface
50mm thickness including supplying all material, Spreading 40
mm trap metal Hand Borken 70% and 30% crushed metal
layer compacting metal layer with power roller heating and
spraying bitumen at the rate of 175Kg / 100m2 and spreading
12mm key aggregate and compacting with power roller
without tack coat including picking the WBM surface etc.
complete. (On WBM surface) Using 60/70 grade of bitumen.
(40mm size hand broken metal 6.00 cum/100sqm and 12mm
size crushed metal 1.2 cum/100sqm)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. No.: As directed by Engineer in Charge
i) Power Roller Sq.M. 236.00 23.00
ii) With Vibratory Roller Sq.M. 242.00 23.00
44 Providing and painting centre line strip 3.00 x 0.10 metre
4.50 m interval etc. Complete with superior quality road
marking paint of approved brand In two coats including
traffic control etc complete.
R.M. 12.00 4.00
Spec. As directed by Engineer-in Charge
45 Providing and painting Zebra painting of pedestrain crossing
on the carriageway with approved superior quality road
marking paint in two coats including diversion of traffic etc
complete.
Sq.M. 136.00 40.00
Spec. As directed by Engineer-in Charge
46 Painting 5th K.M. stone with approved enamel paint in two
coats and lettering including cleaning surface etc. complete.
No. 263.00 143.00
Spec. As directed by Engineer-in Charge
47 Painting Ordinary K.M. stone with approved enamel paint in
two coats and lettering including cleaning surface etc.
complete.
No. 222.00 134.00
Spec. As directed by Engineer-in Charge
48 Painting Two Hundred Meter stone with approved enamel
paint in two coats and lettering including cleaning surface etc.
complete.
No. 91.00 55.00
Spec. As directed by Engineer-in Charge
49 Painting Boundary stones with approved enamel paint in two
coats and lettering including cleaning surface etc. complete.
No. 44.00 19.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec. As directed by Engineer-in Charge
50 Providing oil painting to the plain surface of cement plaster,
wooden planks, steel sheets etc. in two coats with superior
grade oil paints Rate for Painting the letters as under-
Spec. As directed by Engineer-in Charge
i) For lettering upto 5 cm. height - No. 5.00 2.00
ii) For lettering 5 to 7.5 cm. height - No. 6.00 2.00
iii) For lettering 7.5 to 10 cm. height - No. 7.00 2.00
iv) For lettering 10 to 12.50 cm. height - No. 10.00 2.00
51 Providing and colour washing to road side trees in 2 coats in 2
bands of white and one red band at centre of 30cm height
each including preparing the surface, cost of material,
conveying etc. complete.
Sq.M. 35.00 21.00
Spec. As directed by Engineer-in Charge
52 Providing white washing the parapets of bridges, culverts and
parapet in two coats of approved colour washing etc.
complete.
Sq.M. 30.00 10.00
Spec. As directed by Engineer-in Charge
53 Providing white washing the guard stones in two coats of
approved colour washing etc. complete.
No. 10.00 5.00
54 Labour for metal patch repairs including preparing surface,
adding required quantity of metal, murum, Watering,
ramming etc. complete.
Sq.M. 33.00 28.00
Spec. As directed by Engineer-in Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
55 Braking and removing the existing cement concrete
pavement to full width, depth including lean concrete, cutting
dowel bars, breaking the removed cement concrete slab
pieces into 50 to 80 mm size, spreading the layer, watering
and consolidation with power roller etc. complete. (IInd layer
not to be more than 75mm) complete.
Cu.M. 1230.00 690.00
Spec. As directed by Engineer-in Charge
56 Dressing of side shoulder including excavation, cutting shrubs
and bushes, spreading the excavated stuff and section in to
the required line, level and slope etc. complete.
Sq.M. 7.50 7.00
Spec. As directed by Engineer-in Charge
57 Providing R.C.C 5th kilometre stone standard size (M-15) and
shape including painting, numbering as per I.R.C. design for
highway and fixing in standard size of cement concrete 1:4:8
block etc. complete.
No. 2940.00 348.00
Spec. No.:Rd. 57 Page No. 411
58 Providing R.C.C. M-15 ordinary km. stones including painting
numbering etc. complete for N.H.,S.H., and M.D.R. as per IRC
design for highway km. stone and fixing in standard size
cement concrete 1:4:8 block complete.
No. 2305.00 270.00
Spec. No.:Rd. 57 Page No. 411
59 Providing and fixing 200 metre stone of M-15 cement
concrete of standard size and shape as per I.R.C. design
including painting, numbering, fixing in standard size of
cement concrete 1:4:8 block etc. complete.
No. 1020.00 166.00
Spec. No.:Rd. 57 Page No. 411
60 Providing R.C.C. (M-20) boundry stone as per type design
including painting, numbering etc. complete for N.H.,S.H., and
M.D.R. as per IRC design for highway km. stone and fixing in
standard size cement concrete 1:4:8 block complete.
(Including Painting)
No. 685.00 83.00
Spec. No.:Rd. 57 Page No. 411
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
61 Providing and laying in situ Dry lean cement concrete
subbase (M10 grade) of trap metal of specified gradation
using minimum cement content of 150 Kg/cum.,OPC 43 grade
cement ,mixing as per approved design mix,using batching
plant of appropriate capacity, transporting and laying with
self propelled paver with electronic sensor device and
compacting with vibratory roller of minimum 80-100KN static
weight to give desired compacted density, providing
construction joints, and curing with liquid curing compound
and sprikling water and covering with moist hessain or
ponding of water for 7 days including all
materials,labour,machinery with all leads and lifts including
bailing out water manually, and formwork etc complete.
Cum. 3220.00 18.00
Spec.: MORTH-601 page 211
62 Providing and laying Pavement Quality Concrete of M - 40
grade (cast in situ ) of trap metal including providing 125
micron thick impermeable plastic sheet membrane over the
surface to be covered, coarse and fine aggregates of specified
gradation using minimum cement content of 350 Kg/cum. of
concrete,OPC 43 grade cement ,approved admixtures, mixing
as per the design mix to the specified workability, providing
necessary side forms,rails and guidewires,transporting the
mix with transit mixers and laying and spreading within fixed
form by mechanical auger and compacting with plate vibrator
and minimum ten needle vibrators,curing with approved resin
based aluminised reflective curing compound and covering
with moist hessian or ponding and sprinkling of water for a
minimum period of 14 days and including providing and fixing
dowels,tiebars,cutting joints,jointfillers,sealants and all types
of joints and finishing to the desired surface texture including
all material, labour,machinery with all leads and lifts etc
complete.
Cum. 7006.00 46.00
Spec.: MORTH-602 page 220
63 Providing dry laterite rubble stone pitching 23 cms thick as
directed etc. complete (Lead 50 m) (Including Royalty)
Sqm 250.00 100.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec.No. Rd-60 page 413
64 Providing dry laterite rubble stone masonary etc. complete.
(Lead 50 m) (Including Royalty)
Cu.M. 895.00 294.00
Spec.No. Rd-61 page 414
65 Excavation for Exposed laterite/trap rock for gutters,
trenches, pit, by wedging, chiselling or line drilling including
dressing section to the required grade, camber & side slopes
& conveying excavated materials with all lifts upto a lead upto
50m. spreading or stacking
Cu.M 567.00 400.00
Spec.No. As directed by Engineer in Charge
66 Providing and constructing informatory board of laterite
stone masonary in C.M. 1:6 with 20mm thick C.M. 1:3 plaster
including excavation in soft strata with providing C.C. 1:4:8
bedding including painting with synthetic enamel paint in two
coats including primer coat and lettering with best quality
enamel paint as directed by Engineer in Charge including
curing finishing etc complete.
(Sixe 1.50 x 1.20 x 0.30)
No. 3720.00 520.00
As directed by Engineer in Charge
67 Providing and constructing informatory board of C.C. 1:2:4
with 12 mm thick C.M. 1:3 plaster including excavation in
soft strata with providing C.C. 1:4:8 bedding including
painting with synthetic enamel paint in two coats including
primer coat and lettering with best quality enamel paint as
directed by Engineer in Charge including curing finishing etc
complete.
(Sixe 1.5 x 1.20 x 0.30)
No. 5640.00 660.00
As directed by Engineer in Charge
68 Providing & applying two coats of flat oil paint of approved
colour and shade to the old informatory boards including
scaffolding if necessary, cleaning the surface including primer
coat with lettering as directed by Engineer in Charge.
a) Size 1.50 x 1.20 x (0.30+1.50)/2) No 880.00 115.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) Size 1.50 x 1.20 x 0.30 ) No 770.00 115.00
69 Breaking charges for metal from available rubble of road
cutting including stacking etc. complete
a) 80 mm laterite metal Cu.M. 95.00 94.00
b) 60 mm laterite metal Cu.M. 103.00 102.00
c) 60 mm trap metal Cu.M. 116.00 123.00
d) 40 mm trap metal Cu.M. 124.00 130.00
70 Providing & fixing plain cement concrete M-20 guard stones
of standard size 75cm x 20cmx20cm including fixing in ground
and white washing etc. complete.
No. 330.00 73.00
As directed by Engineer in Charge
71 Providing 25mm thick premix bituminous carpet including
supplying all materials, preparing and cleaning the base,
heating bitumen, applying tack coat at specified rate, mixing
hot bitumen and chips, laying the carpet layer and
compacting etc. complete. By Bulk Asphalt (excluding tack
coat)
( Cold Mix with approval of S.E.)
i) 60/70 Grade of Bitumen
Spec. No.Rd 68/ Page No.425
Sq.M. 218.00 35.00
72 Providing 25mm thick premix bituminous carpet including
supplying all materials, preparing and cleaning the base,
heating bitumen, applying tack coat at specified rate, mixing
hot bitumen and chips, laying the carpet layer and
compacting etc. complete. By Bulk Asphalt (excluding tack
coat)
( Cold Mix with approval of S.E.)
ii) 30/40 Grade of Bitumen
Spec. No.Rd 68/ Page No.425
Sq.M. 226.00 35.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
73 Providing 25mm thick HMHL bituminous carpet including
supplying all materials, preparing and cleaning the base,
heating bitumen, mixing hot bitumen and chips in drum mix
plant, laying the carpet layer by paver finisher and
compacting by power roller etc. complete By Bulk Asphalt
(excluding tack coat)
i) 60/70 Grade of Bitumen
Spec. No.Rd 68/ Page No.425
Sq.M. 215.00 30.00
74 Providing 25mm thick HMHL bituminous carpet including
supplying all materials, preparing and cleaning the base,
heating bitumen, mixing hot bitumen and chips in drum mix
plant, laying the carpet layer by paver finisher and
compacting by power roller etc. complete By Bulk Asphalt
(excluding tack coat) ii) 30/40 Grade of BitumenSpec. No.Rd
68/ Page No.425
Sq.M. 223.75 29.00
75 Providing rain cuts over side shoulder and making
arrangements for surface drainage
Sq.M. 4.00 4.00
Spec.No. As directed by Engineer in Charge
76 Milling the Road surfuce in bituminous pavement upto a
depth of 55 mm stacking milled material AS directed ect.
Completed.
Sq.M. 74.00 6.00
As directed by Engineer in Charge
77 Providing , laying and compacting semi grout surface 50 mm
thick, including supplying all materials, spreading crushed
trap metal layer, heating and spraying bitumen at the rate of
400 Kg/100 Sq.m. spreading 12 mm aggregates and
compaction etc. complete.using 60/70 grade of
bitumen.(excluding tack coat.) (Basic rate of 60/70 grade bulk
bitumen is considered in rate analysis is Rs. 45787/-)
Sq.M. 283.00 29.00
Spec.No. As directed by Engineer in Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
78 Water Bound MacadamProviding, laying, spreading and
compacting stone aggregates of specific sizes to water bound
macadam specification including spreading in uniform
thickness, hand packing, rolling with 3 wheeled steel/
vibratory roller 8-10 tonnes in stages to proper grade and
camber, applying and brooming requisite type of screening/
binding materials to fill up the interstices of coarse
aggregates, watering and compacting to the required density.
Spec. MORTH 404 Page 112
A. By Manual Means
For Gradeing I Material Cum 1111.00 218.00
For Grading II Material Cum 1205.00 218.00
For Grading III Material Cum 1344.00 218.00
B. By Mechanical Means
For Gradeing I Material Cum 1051.00 14.00
For Grading II Material Cum 1103.00 14.00
For Grading III Material Cum 1160.00 14.00
79 Providing 50 mm (about 2") thick full grout bituminous road
surface including supplying all materials, preparing the
existing road surface, laying the required thickness of metal
layer, heating and spraying bitumen, spreading chips, laying
with seal coat @ 125 Kg/100 square metre and compacting
etc. complete.(with Bulk asphalt 60/70 grade.)
Spec. No.:Rd.59 Page No.232
Sqm 388.00 29.00
80 Laying 50 mm thick full grout bituminous road surface
including preparing the existing road surface, laying the
required thickness of metal layers, heating and spraying
bitumen, spreading chips and laying seal coat etc. complete,
excluding cost of stone aggregate, bitumen and compacting
with static roller.(using bulk asphalt) (Controlling Item)
Spec. No.:Rd.43 Page No.218
Sqm 29.00 18.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
81 Compacting 50 mm thick full grout surface with power roller
including labour, use of plant etc. complete (Controlling Item.)
Spec. No.:Rd.44 Page No.220
Sqm 8.00 1.10
82 Wet Mix Macadam
Providing, laying, spreading and compacting graded stone
aggregates to wet mix macadam specification including
premixing the material with water at OMC in mechanical mix
plant carriage of mixed material by tipper to site, laying in
uniform layers with paver in sub base/ base course on well
prepared surface and compacting with vibratory roller ro
achieve the desired density.
Spec : MORTH 406 Page 123
Cum 1229.00 18.00
83 Construction of Median and Island with Soil taken from
Roadway cuttingConstruction of Median and Island above
road level with approved material deposited at site from
roadway cutting and excavation for drain and foundation of
other structures, spread, graded and compacted as per Clause
407Spec : MORTH 407 Page 128
Cum 287.00 114.00
84 Construction of Median and Island with Soil taken from
Borrow Areas
Construction of Median and Island above road level with
approved material brought from borrowpits, spread, sloped
and compacted as per Clause 407
Spec : MORTH 407 Page 128
Cum 320.00 77.00
85 Prime Coat
Providing and applying primer coat with bitumen emulsion on
prepared surface of granular base including clearing of road
surface and spraying primer at the rate of 0.60 kg/ sqm. Using
mechanical means.
Spec : MORTH 502 Page 145
Sqm 31.00 0.00
86 Tack Coat
Providing and applying tack coat with bitumen emulsion using
emulsion pressure distributor at the rate of ........ kg per sqm.
On the prepared bituminious/ granular surface cleaned with
mechanical broom.
Spec : MORTH 503 Page 148
a) On B.T. Surface by Emulsion at 5 Kg/10 Sqm Sqm 25.00 4.00
b) On Granuler surface already primed at 7.5 Kg/10 Sqm Sqm 30.00 6.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
c) On Granuler base such as WBM,WMM, un-primed at 10
Kg/10 Sqm
Sqm 35.00 8.00
87 Tack Coat (With Bitumen 60/70) GradeProviding and
applying tack coat with 60/70 grade bitumen using pressure
distributor at the rate of ---- kg per sqm. On the prepared
bituminious/ granular surface cleaned with mechanical
broom.
Spec. MORTH 503 Page 148
a. 2.5 Kg. / 10 Sqm. Sqm 20.00 4.00
b. 5.00 Kg/ 10 Sqm Sqm 39.00 7.00
88 Bituminous Macadam
Providing and applying bituminous macadam with 40-60 TPH
hot mix plant producing an average output of 37 tonnes per
hour using crushed aggregates of specified grading premixed
with bituminous binder, transported to site, laid over a
previously prepared surface with paver finisher to the
required grade, level and alignment and rolled as per Clause
501.6 and 501.7 to achieve the desired compaction.Bitumen
Content 3.30 %
Spec : MORTH 504 Page 149
Grading I (40 mm Nominal Size) Cum 6410.00 45.00
89 Bituminous Penetration Macadam
Construction of penetration macadam over prepared base by
providing a layer of compacted crushed coarse aggregates
using chips spreder with alternate applications of bituminous
binder and key aggregates and rolling with a smooth wheeled
steel roller 8-10 tonnes capacity to achieve the desired
degree of compaction.
Spec : MORTH 505 Page 157
A) 50mm thick Binder content 5 Kg/Sqm Sqm 367.00 1.00
B) 75 mm thick Binder content 6.8 Kg/Sqm Sqm 512.00 1.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
90 Built-up Spray Grout
Providing laying and rolling of built up spray grout layer over
prepared base consisting of a two layer composite
construction of compacted crushed coarseaggregates using
motor grader for aggregates. Key stone chips spreader may
be used with application of bituminous binder after each
layer, and with key aggregates placed on top of the second
layer to serve as a base conforming to the line,grades and
cross section specified, the compacted layer thickness being
75 mm.Initial lead consider is 0.5 Kms.
Binder Content 15 Kg/10Sqm for each layer i.e. 30 Kg/10 Sqm
for both layers
Spec : MORTH 506 Page 160
Sqm 332.00 1.00
91 Dense Graded Bituminous MacadamProviding and laying
dense graded bituminous macadam with 100-120 TPH batch
type HMP producing an average output of 75 tonne per hour
using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.0 to 4.5 per cent by weight of total
mix and filler, transporting the hot mix to work site, laying
with a hydraulic paver finisher with sensor control to the
required grade, level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MORT&H Specificiations Clause 507
complete in all respects.Spec : MORTH 507 Page 163
Grading I (40 mm nominal size) Binder content 4.25% Cum 7754.00 46.00
92 Bituminous Concrete
Providing and laying bituminous concrete with 40-60 TPH
batch type HMP producing an average output of 75 tonne per
hour using crushed aggregates of specified grading, premixed
with bituminous binder @ 5% of mix and filler, transporting
the hot mix to work site, laying with a hydraulic paver finisher
with sensor control to the required grade, level and
alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per
MORT&H Specificiations Clause 509 complete in all respects.
Spec : MORTH 512 Page 186
Grading I (19 mm nominal Size) Binder content 5% Cum 9426.00 46.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
93 Surface Dressing
Providing and laying surface dressing as wearing course in
single coat using crushed stone aggregates of specified size on
a layer of bituminous binder laid on prepared surface and
rollingwith 8-10 smooth wheeled steel roller.
Spec : MORTH 508 Page 170
19 mm Nominal Chipping Size.Bitumen 1.20 Kg/Sqm Sqm 93.00 0.00
13 mm Nominal Chipping SizeBitumen 1.00 kg/Sqm Sqm 80.00 0.00
94 Open - Graded Premix SurfacingProviding, laying and rolling
of open graded premix surfacing of 20 mm thickness
composed of 13.2 mm to 5.6mm aggregates either using
penetration grade bitumen or cut back or emulsion to
required line, course on a previously prepared base, including
mixing in a suitable plant, laying and rolling with a smooth
wheeled roller 8-10 tonne capacity, finished to required level
and grades. (Excluding Tack Coat)Spec : MORTH 509 Page 177
Case I : Mechanical method using penetration grade bitumen
and HMP of appropriate capacity not less than 75 tonne/
hour.
30/40 Grade of Bitumen. Binder content 14.60 Kg/10 Sqm. Sqm 159.00 1.00
60/70 Grade of Bitumen Binder content 14.60 Kg/10 Sqm. Sqm 150.00 1.00
95 Seal Coat
A) Type A-
Providing and laying seal coat sealing the voids in a
bituminous surface laid to the specified levels, grade and
cross fall using type 'A' seal coats.Type A
Binder content 9.80 Kg/10 Sqm.
Sqm 72.00 0.00
B)Type B.
Providing and laying of premix seal coat with HMP of
appropriate capacity using crushed stone chipping 6.70 mm
size and penetration bitumen of suitable grade.
Binder content 6.80 Kg/10 Sqm.
Sqm 59.00 0.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec : MORTH 513 Page 192
96 Providing and laying bituminous macadam using crushed
aggregates of specified grading premixer with bituminous
binder transported to site with VTS laid over a previously
prepared surface finihsed to the required grade level
alignment and rolling to achieve the desired compaction for
50/75 mm compacted thickness with 3.4% VG-30 Bitumen
USING 80 TPH Batch Mix Type Hot Mix Plant with SCADA
Sensor Paver Intelligent Compactor with compaction
analyzer and V-Net attachment
Spec As per MORTH Specification Fifth Edition Clause Spec :
MORTH 504 Page 149
Cum 7155.00 46.00
97 Dense Bituminous macadam providing and laying dense
bituminous macadam using crushed aggregates of specified
grading premixed with bituminous binder @4.00 to 4.50 per
cent by weight of total mix and filler transported to site with
VTS laid over a previously prepared surface finished to the
required grade level alignment and rolling to achieve the
desired compaction VG-30 Bitumen using 80 TPH Batch mix
type hot mix plant with SCADA sensor paver intelligent
compactor with compaction analyzer and V-Net attachment
with Stone Dust Filler .Spec No. As per MORTH Specification
Fifth Edition Spec No.507 page 163
Cum 8995.00 49.00
98 Bituminous concrete providing and laying bituminous
concrete using crushed aggregates of specified grading
premixed with bituminous binder @5.00 per cent by weight
of total mix and filler transported to site with VTS laid over a
previously prepared surface finished to the required grde,
level, alignment and rolling to achieve the desired compaction
VG-30. Bitumen Excluding prime/tack coat. For Bitumen VG-
30 bulk USING 80 TPH batck mix type hot mix plant with
SCADA Sensor Paver Intelligent Compactor with compaction
analyzer and V-Net Attachment with stone dust filler.
Spec : MORTH 512 Page 189
Cum 10719.00 50.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
99 Open Graded Premix surfacing Providing and Laying OGC 20
mm thickness composed of 13.2 mm to 5.6 mm aggregates
premixed with bituminous binder transported to site with
VTS laid over a previously prepared surface finished to the
required grade level alignment and rolling to achieve the
desired compction VG-30 Bitumen including providing and
laying seal coat sealing voids in a Bituminious surface laid to
the specified level and cross fall using Type A seal coat but
excluding prime/tack coat. For Bitumen VG-30 bulk USING 80
TPH Batch Mix type hot mix plant with SCADA Ordinary paver
with Static Roller
Spec : MORTH 509 Page 177
Cum 207.00 11.00
100 Providing and laying Modified Penetration Macadam road
surface for compacted thickness of 50mm supplying all
materials preparing the existing road surface, to receive the
MPM course i.e. cleaning Existing WBM surface spreading of
40mm size metal layer in required thickness with
compaction with power roller heating and spraying bitumen
with sprayer, spreading key aggregates (12mm chips) and
final compaction with power roller etc complete (using 60/70
grade of bitumen)
Spec : As directed by Engineer-In-Charge
A) On WBM surface including picking the existing surface
a) 75 mm thick
i) Power Roller Sq.M. 237.00 36.00
ii) With Vibratory Roller Sq.M. 251.00 36.00
b) 50mm
i) Power Roller Sq.M. 196.00 35.00
ii) With Vibratory Roller Sq.M. 200.00 35.00
B) on B.T.Surface including Tack coat @50 kg/100 sqm
a) 75 mm thick
i) Power Roller Sq.M. 253.00 36.00
ii) With Vibratory Roller Sq.M. 275.00 36.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) 50mm
i) Power Roller Sq.M. 213.00 33.00
ii) With Vibratory Roller Sq.M. 223.00 33.00
101 Providing and laying mastic asphalt wearing course with
paving grade bitumen meeting the requirement of table
500.29 of MORT& H specification including cleaning the road
surface by mechanical broom as compressed air laying the
mastic asphalt layer of repuired profile camber including
providing antiskid surface with bitumen precoated lead stone
chippings of 7.5 mm nominal size at the rate of 0.005 cum/10.
Sq.m at an approximate spacing of 10 cm centre to center in
both direction into surfuce when the temperature of surface
is not less than 1000 C, Protruding 1 mm to 4 mm over mastic
surface including transportation of all materials with 1.00 km
leads and lifts etc. complete including 50kg/100 Sq.m tack
coat of VG-40 (Bitumen 30/40 grade) bitumen . (Spce.
Mort&h : Clause No.515. Page 151-152)
a) 12 mm thick Sq.M. 630.00 40.00
b) 25 mm thick Sq.M. 1100.00 80.00
c) 40 mm thick Sq.M. 1300.00 120.00
102 Supply of Polygonal / Circular hot dip Galvanized Gantry
Structure for the various span alongwith suitable foundation
bolt sets made up of High Tensile sheet confirming to BSEN
100025 or equivalent as per reference drawing for Gantry-
Structure suitable for mounting of single sided messagae
board of size 21960mm x 2440mm. Galvanization thickness
for the gantry structure should be avg 85 microns.
M.T. 110798.00 11079.00
Spec : As directed by Engineer-In-Charge
103 Casting of suitable foundations for 25m gantry with M20
concrete garde considering SBC as 10 T/m2 as per drawing for
Gantry Foundation including excavation, shuttering,
backfilling, levelling, soil removal etc.
Cum 5985.00 598.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec : As directed by Engineer-In-Charge
104 Providing & fixing HYSD steel for the 25m gantry foundation
as per drawingfor Gantry Foundation including cutting,
bending, binding alongwith foundation bolts alignment etc.
M.T. 57353.00 5735.00
Spec : As directed by Engineer-In-Charge
105 Erection of above siad 25m gantry structure on the casted
foundation alongwith the fixng of above signboards with the
horiozontal section with suitable mounting arrangments
including necessary lifting equipment, loading / unloading etc.
M.T. 21600.00 2160.00
Spec : As directed by Engineer-In-Charge
106 Supply & fixing of removable type clear film for the overhead
gantry signboard of size 3.66m x 2.44m & all around vertical
columns of the gantry around 8m height as per drawing for
Gantry Pictorial Illustration
Sq.M. 2520.00 252.00
Spec : As directed by Engineer-In-Charge
107 Supply of Polygonal / Circular hot dip Galvanized Cantilever
Structure for the overhang of 4.17m alongwith suitable
foundation bolt sets made up of High Tensile sheet
confirming to BSEN 10025 or equivalent as per drawing for
Cantilever-Structure suitable for mounting of single sided
messgae board of size 3660mm x 1830mm on one side & logo
board of size 3050mm x 915mm on the other side.
Galvanization thickness for the cantilever structure should be
avg 85 microns.
M.T. 110798.00 11079.00
Spec : As directed by Engineer-In-Charge
108 Supply of foundation bolts set for the the above said
cantilever alongwith the connecting hardwares as per
drawing for Cantilever-Structure
M.T. 12000.00 1200.00
Spec : As directed by Engineer-In-Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
109 Casting of suitable foundations for cantilever with M20
concrete grade considering SBC as 10 T/m2 as per drawing for
Cantilever Foundation including excavation, shuttering,
backfilling, levelling, soil removal etc.
Cum 5984.68 598.00
Spec : As directed by Engineer-In-Charge
110 Providing & fixing HYSD steel for the Cantilever foundation as
per drawing for Cantilever Foundation including cutting,
bending, binding alongwith foundation bolts alignment etc.
M.T. 57353.00 5735.00
Spec : As directed by Engineer-In-Charge
111 Erection of above said cantilever structure on the casted
foundation alongwith the fixng of above signboards with the
horiozontal section with suitable mounting arrangments
including necessary lifting equipment, loading / unloading etc.
M.T. 12000.00 1200.00
Spec : As directed by Engineer-In-Charge
112 Supply of foundation bolts set for the the above said gantry
alongwith the connecting hardwares as per drawing for
Gantry-Structure
M.T. 70000.00 7000.00
Spec : As directed by Engineer-In-Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
113 Fabricating, supplying and fixing Cautionary signs of 900 mm
Eq. triangle side boards using retro-reflective – (confirming
to ASTM Type IX) sheeting of white colour bonded on 3mm
Aluminum Composite Panel (0.25+2.50+0.25 - Pvdf Coated)
over which alphabets and numerals are reverse cut made
using Electro Cutable Film with computerized cutting plotter.
The board shall be with back support with MS Angle iron
frame (35x35x5mm) duly riveted and mounted on vertical
post made out of 65mm NB ‘B’ class having sufficient length
to hold the signboard bottom height of atleast 2 meters (IRC
67-2001) from the top of the carriageway. Including necessary
excavation for foundation (45x45x65cm M20) concreting
/reveling, etc. necessary for fixing of the Board including
powder coating to MS Structure as per the enclosed drawings
inclusive of cost and conveyance of all materials, equipment,
machinery and labor with all leads and lifts, loading and
unloading charges necessary for successful completion of the
work . (3 m - sheeting) should include in wording
Spec : as directed by the Engineer-in-charge of work
No. 11107.00 1110.00
114 Fabricating, supplying and fixing Prohibitory / Mandatory
Signs of 600 mm diameter circular boards using retro-
reflective – – (confirming to ASTM Type IX) sheeting of white
colour bonded on 3mm Aluminum Composite Panel
(0.25+2.50+0.25 - Pvdf Coated) over which alphabets and
numerals are reverse cut made using Electro Cutable Film
with computerized cutting plotter. The board shall be with
back support with MS Angle iron frame (35x35x5mm) duly
riveted and mounted on vertical posts made out of 65mm NB
‘B’ class having sufficient length to hold the signboard bottom
height of atleast 2 meters (IRC 67-2001) from the top of the
carriageway. Including necessary excavation for foundation
(45x45x65cm M20) concreting /reveling, etc. necessary for
fixing of the Board including powder coating to MS Structure
as per the enclosed drawings inclusive of cost and conveyance
of all materials, equipment, machinery and labor with all
leads and lifts, loading and unloading charges necessary for
successful completion of the work Spec : as directed by the
Engineer-in-charge of work.
No 6381.00 638.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
115 Fabricating, supplying and fixing Informatory Signs of 800 x
600 mm size boards using retro-reflective – – (confirming to
ASTM Type IX) sheeting of white colour bonded on 3mm
Aluminum Composite Panel (0.25+2.50+0.25 - Pvdf Coated)
over which alphabets and numerals are reverse cut made
using Electro Cutable Film with computerized cutting plotter.
The board shall be with back support with MS Angle iron
frame (35x35x5mm) duly riveted and mounted on vertical
posts made out of 65mm NB ‘B’ class having sufficient length
to hold the signboard bottom height of atleast 2 meters (IRC
67-2001) from the top of the carriageway. Including necessary
excavation for foundation (45x45x65cm M20) concreting
/reveling, etc. necessary for fixing of the Board including
powder coating to MS Structure as per the enclosed drawings
inclusive of cost and conveyance of all materials, equipment,
machinery and labor with all leads and lifts, loading and
unloading charges necessary for successful completion of the
work
Spec : As directed by the Engineer-in-charge of work.
No 7956.00 795.00
116 Fabricating, supplying and fixing Median Mounted Signs of
900 x 600 mm size boards using retro-reflective – –
(confirming to ASTM Type IX) sheeting of white colour
bonded on 3mm Aluminum Composite Panel (0.25+2.50+0.25
- Pvdf Coated) over which alphabets and numerals are reverse
cut made using Electro Cutable Film with computerized
cutting plotter. A part of the board shall have CYG logo as
shown in the drawing. The board shall be on both faces with
back support with MS Angle iron frame (35x35x5mm) duly
riveted and mounted on vertical post made out of 80mm NB
‘B’ class having sufficient length to hold the signboard bottom
height of atleast 2.5 meters (IRC 67-2001) from the top of the
carriageway. Including necessary excavation for foundation
(50x50x95cm M20) concreting /reveling, etc. necessary for
fixing of the Board including powder coating to MS Structure
as per the enclosed drawings inclusive of cost and conveyance
of all materials, equipment, machinery and labor with all
leads and lifts, loading and unloading charges necessary for
successful completion of the work Spec : As directed by the
Engineer-in-charge of work.
No 14610.00 1461.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
117 Fabricating, supplying and fixing Shoulder Mounted Signs of
1200 x 2700 mm size boards using retro-reflective ––
(confirming to ASTM Type IX) sheeting of white colour
bonded on 3mm Aluminum Composite Panel (0.25+2.50+0.25
- Pvdf Coated) over which alphabets and numerals are reverse
cut made using Electro Cutable Film with computerized
cutting plotter. A part of the board shall have CYG logo as
shown in the drawing. The board shall be on both faces with
back support with MS Angle iron frame (35x35x5mm) duly
riveted and mounted on vertical posts made out of 80mm NB
‘B’ class having sufficient length to hold the signboard bottom
height of atleast 2 meters (IRC 67-2001) from the top of the
carriageway. Including necessary excavation for foundation
(100x50x95cm M20) concreting /reveling, etc. necessary for
fixing of the Board including powder coating to MS Structure
as per the enclosed drawings inclusive of cost and conveyance
of all materials, equipment, machinery and labor with all
leads and lifts, loading and unloading charges necessary for
successful completion of the work
Spec : as directed by the Engineer-in-charge of work.
No 62671.00
118 Supply of single/double sided messgae board of any size
using ,white coloured retro-reflective sheet confirming ASTM
Type IX Specifications bonded on 4mm Aluminum Composite
Panel (0.25+3.50+0.25 - Pvdf Coated) over which alphabets
and numerals are reverse cut made using Electro Cut able
Film with computerized cutting plotter. The signboard shall
be fixed with the galvanized backframe made up of 40x40x5
GI angle.
Spec : as directed by the Engineer-in-charge of work.
Sq.M. 11725.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
119 Fabricating, supplying and fixing Location Signs of 2400 x 400
mm size boards using , full cube retro-reflective – –
(confirming to ASTM Type IX) sheeting of white colour
bonded on 3mm Aluminum Composite Panel (0.25+2.50+0.25
- Pvdf Coated) over which alphabets and numerals are reverse
cut made using Electro Cutable Film with computerized
cutting plotter. A part of the board shall have CYG logo as
shown in the drawing. The board shall be covered on all faces
with back support with MS Angle iron frame (35x35x5mm)
duly riveted and mounted on vertical post made out of 72mm
x 72mmx4.8mm hollow section having sufficient length to
hold the signboard bottom height of atleast 2.5 meters (IRC
67-2001) from the top of the carriageway. Including necessary
excavation for foundation (50x50x95cm M20) concreting
/reveling, etc. necessary for fixing of the Board including
powder coating to MS Structure as per the enclosed drawings
inclusive of cost and conveyance of all materials, equipment,
machinery and labor with all leads and lifts, loading and
unloading charges necessary for successful completion of the
work Spec : as directed by the Engineer-in-charge of work.
No 54653.00
120 Fabricating, supplying and fixing Information Signs of 2400 x
1200 mm size boards using , full cube retro-reflective – –
(confirming to ASTM Type IX) sheeting of white colour
bonded on 3mm Aluminum Composite Panel (0.25+2.50+0.25
- Pvdf Coated) over which alphabets and numerals are reverse
cut made using Electro Cutable Film with computerized
cutting plotter. A part of the board shall have CYG logo as
shown in the drawing. The board shall be covered on all faces
with back support with MS Angle iron frame (35x35x5mm)
duly riveted and mounted on vertical posts made out of
72mm x 72mmx4.8mm hollow section having sufficient length
to hold the signboard bottom height of atleast 2.5 meters
(IRC 67-2001) from the top of the carriageway. Including
necessary excavation for foundation (100x50x95cm M20)
concreting /reveling, etc. necessary for fixing of the Board
including powder coating to MS Structure as per the enclosed
drawings inclusive of cost and conveyance of all materials,
equipment, machinery and labor with all leads and lifts,
loading and unloading charges necessary for successful
completion of the work
Spec : as directed by the Engineer-in-charge of work.
N0 121568.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
121 Fabricating, supplying and fixing Prohibitory Signs of 2400 x
200 mm size boards using , full cube retro-reflective – –
(confirming to ASTM Type IX) sheeting of white colour
bonded on 3mm Aluminum Composite Panel (0.25+2.50+0.25
- Pvdf Coated) over which alphabets and numerals are reverse
cut made using Electro Cutable Film with computerized
cutting plotter. A part of the board shall have CYG logo as
shown in the drawing. The board shall be covered on all faces
with back support with MS Angle iron frame (35x35x5mm)
duly riveted and mounted on vertical posts made out of
72mm x 72mmx4.8mm hollow section having sufficient length
to hold the signboard bottom height of atleast 2.5 meters
(IRC 67-2001) from the top of the carriageway. Including
necessary excavation for foundation (45x45x65cm M20)
concreting /reveling, etc. necessary for fixing of the Board
including powder coating to MS Structure as per the enclosed
drawings inclusive of cost and conveyance of all materials,
equipment, machinery and labor with all leads and lifts,
loading and unloading charges necessary for successful
completion of the work Spec : as directed by the Engineer-
in-charge of work.
No 38895.00
122 Scarifying Existing Granular Surface to a Depth of 50 mm by
Manual Means.
Scarifying the existing granular road surface to a depth of
50mm and disposal of scarified material within all lifts and
leads upto 1000 metres.
Spec : MORTH 501.8 Page No.139
Sqm 23.00 17.00
123 Scarifying Existing Bituminous Surface to a Depth of 50 mm
by Mechanical Means.
Scarifying the existing bituminous road surface to a depth of
50mm and disposal of scarified material within all lifts and
leads upto 1000 metres.
Spec : MORTH 501.7 Page No.137
Sqm 10.00 1.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
124 Road Delimeators
Supplying and installation of delineators ( road way
indicators, hazard markers, object markers) 80-100 cm high
above ground level, painted black and white in 15 cm wide
strips, fitted with 80 x 100 mm rectangular or 75 mm dia
circular reflectorised panels at the top, buried or pressed into
the ground and conforming to IRC:79 and the drawings.
Spec : MORTH 805 Page 289
Nos 800.00 9.00
125 A. Type - A, "W" : Metal Beam Crash BarrierProviding and
erecting "W" metal beam crash barrier comprising of 3 mm
thick corrugated sheet metal beam rail, 70 cm above road/
ground level, fixed on ISMC series channel vertical post, 150 x
75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1n
below ground/ road level, all steel parts and fitments to be
galvanised by not dip process, all fittings to conform to
IS:1367 and iS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section 150 x 75 x 6
mm, 330 mm long complete as per clause 810 including
excavation for crash barrier foundation 500x500x950mm and
concrete M-20 in foundation block 350x350x950 mm etc
complete.Spec : MORTH 810 Page 292
Rmt 2997.00 101.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
126 Road marking with hot applied Thermo plastic compound
with reflrctorising glass beeds on bituminois surface.
Painting the road surface using approved quality thermo
plastic material(Homogeneously compsed of aggregates
pigments resins and glass reflectorising beeds)comforming to
clause 803.4.2.2 applied hot either by screeding or extension
process at rate of 5Kg/Sq.mt.of painted surface using suitable
machine capable of controlled preparation and laying with
surface applicators of glass beeds at 250gms/Sq.mt. allowing
cooling to ambient pavement temperature,thatb shall
produce and adherent pavement marking of minimum
specified thickness of 2.5mm including barricading for traffic
diversion, traffic controll including cost of all materials,
labour, loadng, unloading lead, lift, transporting etc.complete.
Spec : MORTH 803 Page No.282
Per 1
Sqm
683.00 217.00
127 Road Studs with lense Reflectors:
Providing and fixing of reflective raised pavement marker
(RPM's)/Cat eyes/road studs conforming to ASTMD4280
TypeH having reflective pannels made of presmatic lense of
total internal reflection the prismatic lense should be
electronically fixed (welded)to the body made of poly
carbonate mould with a height of 20mm size of
130mmx105mm and reflecting area of 13 Sq.cm with a slope
of retro reflective surface withen the limit of 35+ degree to
the base on either side.The marker shall disply an initial
minimum luminous intensity of 279mod/lux at an entrance
angle of zero degree an observation angle of 0.2degree. The
corrospponding values for 20 degree entrance and 0.2 Degree
observation angle shall be 112 mod/lux with colour
multiplieng factor on either cases for white yellow and red
markers being 1.0,0.6 and 0.25 respectively.
Per 1 No 340.00 34.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
The RPM's should fixed by using two numbers of polymetric
shanks using approprite adhesive as recommended and
certified by the RPM manufacturer.The raised pavement
marker should support a sufficient minimum load 13635Kg in
accordance with ministry specification. The test certificate of
the product and purchase lot certificate issued by the supplier
should be produced at the time of billing. The RPM's should
be got approved by the Engineer in charge of work before
fixing at site.The cost is inclusive of all lead,lift,trasportion,
labour, fixing in position firmly,as per the directions and
instructions of Engineer in charge of work
128 Providing & fixing Road Junction / information sign board of
size 90 cm x 60 cm prepared on 16 gauge M.S.sheet with
angle iron frame of size 25 x 25 x 3 mm including painting
with one coat of zinc cremite stoving primer and 2 coats each
of Green White back ground and back side grey stove
enamelled, bounded with Red Retro Reflective sheet
Engineering grade border / Letters / Numerals /Arrows
coated with non peelable crystal clear protective cost
retaining 100 percent renflection including two angle iron
post of size 50 mm. X 50mm. X 5 mm of 3.65 mtr. Long
inflated at bottom drilled on top and painted in white and
back bands of 25 cm. With 4 Nos. high strength G.I. Bolts and
Nuts of size 10 mm. Dia and 20mm. Long sheet and angle iron
posts in one piece without joint including fixing in ground
with C.C. 1:4:8 block of size 60cm x 60cmx 75cm as directed
by engineer-in-charge etc. complete.
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
No 3843.00 384.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
129 Providing & fixing circular type Delenator made of G.I. pipe
75 mm dia 1.05 metre long providing and fixing Reflective
tape 100 mm wide around the top end of pipe covered with
round welded mesh/ 6mm Bar cadge to protect the tape
painting the pipe with oil paint 3 coat etc. as directed.
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
No 725.00 72.00
130 Providing & fixing Mandatory / Regulatory Sign board of
circular shape of size 60cm. diameter prepared on 16 gauge
M.S. sheet including painting with of zinic cromate stoving
primer and two coats each of white back ground, red border
and back side grey stove enamelled bonded with cut cut of
Retro reflective Engineering grade. Symbol / Letters /
numerals / Border / Coated with non peelable crystal clear
protective Transparent coat retaining 100 percent reflection
including one number of M.S. angle iron post of size 50 x 50.5
mm. Of 3.65 Mtr. Long inflated at bottom drilled on top in
one piece without joint painted with white and black bands of
25 cm. Fixing board and post with 2 Nos. high strength G. I.
Bolts and Nuts of size 10 mm. and 20 mm. Long including
fixing in ground with C.C. 1:4:8 block of size 60cm x 60cmx
75cm as directed by engineer-in-charge etc. complete.Spec :
IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp paper
shall be provided in original by the agency.)
No 2050.00 205.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
131 Providing & fixing N.H.,S.H. Route marker size 60cm. X 45cm.
With 1 No Direction Plate of size 30cm x 25cm. Prepared on
16 gauge. M.S. Sheet including painting one coat of Zinc
Cromate Stoving primer and 2 coats each of white and green
back ground and back side grey stove enamelled, bonded
with cut cut of Red Retro Reflective Sheet Engineering Grade
border / letter / Numerals and arrow coated with non -
peelable crystal clear protective transparent coat retaining
100 percent reflection including one number of M. S. Angle
iron Post of size 50 x 50 x 5 mm at 3.65 mtr. Long inflated at
bottom drilled on Top in one piece without Joint painted with
white and black bands of 25 cm fixing board and post with 4
Nos. of high strength G. I. Bolts and Nuts of size 10 mm dia
and 20 mm long including fixing in ground with C.C. 1:4:8
block of size 60cm x 60cmx 75cm as directed by engineer-in-
charge etc. complete.
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
No 2275.00 227.00
132 Providing & fixing Road Junction / information sign board of
size 180 cm x 120 cm prepared on 14 gauge M.S.sheet with
angle iron frame of size 35 x 35 x 3 mm with cross bracing of
size 25 x 25 x 3 mm. Including painting with one coats of
Zinc Cromate stoving primer and two coats each of Green /
White back ground and back side gray stove enamelled
bonded with Red / White Retro /letters / Numerals / Arrows
coated with non peelable crystal clear protective coat
retaining 100 percent reflection including two angle iron post
of size 50 x 50 x 5 mm of 3.65 mm mtr. Long inflated at
bottom drilled on top with two. Nos. Angle Iron cross bracing
for vertical Angle post of size 50 x50 x 5 mm of 2.35 mtr. Long
painted in white and black bands of 25 cm. Of size 10 mm
long sheet and angle iron post in one piece without joint
fixing in ground with C.C. 1:4:8 block of size 60cm x 60cmx
75cm as directed by engineer-in-charge etc. complete.Spec :
IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp paper
shall be provided in original by the agency.)
No 13375.00 1337.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Spec.: No. I.R.C. No. 67:1977 & as directed by Engineer- In
Charge.
133 A) Supplying Road Juction / information sign board of size
120 cm x 75 cm prepared on 16 gauge M.S. Sheet with angle
iron frame of size 35mm x 35mm x 3 mm with cross bracing of
size 25 x 25 x 3 mm including painting with one coat of zinc
cromate stoving primer and 2 coats each of Green / White
back Ground and back side gray stove enamelled bounded
with Red / White Retro Reflective Sheet of Engineering grade
Border / Letter / Numerals / Arrows coated with non peelable
crystal clear protective coat reating 100 percent reflection
including two angle iron post of size 50mm x 50mm x 5mm of
3.65 mtr. Long inflated at bottom drilled on top and painted
in white and black bands of 25mm with 4 Nos. high strength
G. I. Bolts and Nuts of size 10mm Dia and 20 mm long sheet
and angle iron posts in one piece without joint fixing in
ground with C.C. 1:4:8 block of size 60cm x 60cmx 75cm as
directed by engineer-in-charge etc. complete.
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
No 5020.00 502.00
134 A) Providing and fixing sign boards of size 90 cm. having
shape of an equilateral triangle made our of 14 gauge sheet
with retro reflective sheeting of high intensity grade as per
M.O.T. clause No. 8017 new edition 1988 white back ground,
lettering symbol bordering of back non- refelective provided
with 3.45 meter long M.S angle one post of 50 mm x 50mm x
5mm size duly painted with white and black bands including
fixing the boards of M.S. Angle with heavily galvanised nuts
and bolts and with washer the bound shall be as per IRC 67
1977 code of practice for road signs including conveying
fixing in ground with C.C. 1:4:8 block of size 0.45x 0.45x 0.45
m with 7 years guarantee for the sheeting etc. complete.
Alluminum board 14 gauge. Spec : IRC-67-1977 (7 YEARS
gurantee on Rs.100/- stamp paper shall be provided in
original by the agency.)
No 3615.00 361.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
135 B) ___ do____ shape of size 60cm. Diameter.
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
No. 3150.00 315.00
136 Providing and fixing cautionary/warning sign board of size 90
cm having shape of equilateral triangle with apex point up-
wards. Prepared on 16 guage M.S.Sheet including painting
with one coat of zinc cromate stoving primer and two coats
each of white back ground, red border and backside gray
stove enamelled, bonded with cut out of Retro reflective
sheet Engineering grade, symbol/letters/numerals/border
arrow, coated with non pealable crystal clear protective
transparent coat retaining 100% reflection including one
number of M.S. Angle iron post of size 50 x 50 x 5mm of
3.65m long inflated at bottom drilling on top in one piece
without joint painted with white and black bands of 25cm
fixing board and post with 2 Nos. high strength G.I. Bolts and
nuts of size 10mm dia, 20mm long including all taxes,
conveying fixing in ground with Cement Concrete 1:4:78 block
of 60cm x 60cm x 75 cm size as directed by Engineer-in-
Charge etc. complete
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
No 2275.00 227.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
137 Providing and fixing cautionary/ warning sign board of size
60 cm having shape of equilateral triangle with apex point up-
wards. Prepared on 16 guage M.S.Sheet including painting
with one coat of zinc cromate stoving primer and two coats
each of white back ground, red border and backside gray
stove enamelled, bonded with cut out of Retro reflective
sheet Engineering grade, symbol/letters/ numerals/ border
arrow, coated with non pealable crystal clear protective
transparent coat retaining 100% reflection including one
number of M.S. Angle iron post of size 50 x 50 x 5mm of
3.65m long inflated at bottom drilling on top in one piece
without joint painted with white and black bands of 25cm
fixing board and post with 2 Nos. high strength G.I. Bolts and
nuts of size 10mm dia, 20mm long including all taxes,
conveying fixing in ground with Cement Concrete 1:4:78 block
of 60cm x 60cm x 75 cm size as directed by Engineer-in-
Charge etc. completeSpec : IRC-67-1977 (7 YEARS gurantee
on Rs.100/- stamp paper shall be provided in original by the
agency.)
No 2010.00 201.00
138 Providing and erecting direction and place identification
retro-reflectorised sign boards as per IRC:67 made of high
intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 2mm thick with area not exceeding 0.9
sqm supported on a mild steel angle iron post 75mm x 75mm
x6mm, including conveying and fixing firmly to the ground by
means of properly designed foundation with M-15 grade
cement concrete 45cm x 45 cm x 60 cm, 60cm below ground
level as per approved drawing
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
Sqm 10810.00 1081.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
139 Providing and erecting direction and place identification
retro-reflectorised sign boards as per IRC-67 made of high
intensity grade sheeting vide clause 801.3 fixed over
alluminium composite panel sheeting 2mm thick with area
not exceeding 0.9 sqm. Supported on a mild steel angle iron
post 75 x 75 x 6mm, including conveying and fixing firmly to
the ground by means of properly designed foundation with
M-15 grade cement concrete 45 cm x 45cm x 60 cm, 60cm
below ground level as per approved drawing with 7 years
guarantee for the sheeting etc. complete.
Note :- Prior approval of SE is required.
Sqm 10730.00 1073.00
140 Providing and erecting direction and place identification
retro-reflectorised sign boards as per IRC-67 made of high
intensity grade sheeting vide clause 801.3 fixed over Fibre
reinforced plate sheeting 3mm thick with area not exceeding
0.9 sqm. Supported on a mild steel angle iron post 75 x 75 x
6mm, including conveying and fixing firmly to the ground by
means of properly designed foundation with M-15 grade
cement concrete 45 cm x 45cm x 60 cm, 60cm below ground
level as per approved drawing . complete. Note :- Prior
approval of SE is required.Spec : IRC-67-1977 (7 YEARS
gurantee on Rs.100/- stamp paper shall be provided in
original by the agency.)
Sqm 12625.00 1262.00
141 Providing and erecting direction and place identification
retro-reflectorised sign boards as per IRC:67 made of high
intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 2mm thick with area exceeding 0.9
sqm supported on a mild steel angle iron post 75mm x 75mm
x6mm, including conveying and fixing firmly to the ground by
means of properly designed foundation with M-15 grade
cement concrete 45cm x 45 cm x 60 cm, 60cm below ground
level as per approved drawing
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
Sqm 12217.00 1221.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
142 Providing and erecting direction and place identification
retro-reflectorised sign boards as per IRC-67 made of high
intensity grade sheeting vide clause 801.3 fixed over
alluminium composite panel sheeting 2mm thick with area
exceeding 0.9 sqm. Supported on a mild steel angle iron post
75 x 75 x 6mm, including conveying and fixing firmly to the
ground by means of properly designed foundation with M-15
grade cement concrete 45 cm x 45cm x 60 cm, 60cm below
ground level as per approved drawing complete.
Note :- Prior approval of SE is required.
Spec : IRC-67-1977 (7 YEARS gurantee on Rs.100/- stamp
paper shall be provided in original by the agency.)
Sqm 12140.00 1214.00
143 Providing and erecting direction and place identification
retro-reflectorised sign boards as per IRC-67 made of high
intensity grade sheeting vide clause 801.3 fixed over Fibre
reinforced plate sheeting 3mm thick with area exceeding 0.9
sqm. Supported on a mild steel angle iron post 75 x 75 x
6mm, including conveying and fixing firmly to the ground by
means of properly designed foundation with M-15 grade
cement concrete 45 cm x 45cm x 60 cm, 60cm below ground
level as per approved drawing complete. Note:-Prior
approval of SE is required.Spec : IRC-67-1977 (7 YEARS
gurantee on Rs.100/- stamp paper shall be provided in
original by the agency.)
Sqm 14030.00 1403.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
Survey D.S.R. Year 2014-15.
GENERAL NOTES
Rates are inclusive of following charges
A) Over Head Charges 10%
B) Service Tax 12% and cess 3% of Service Tax Total 12.36%
C) Vat 5%
E) TDS 10%.
The above percentages are calculated on basic rates :
a. Rates for advance equipments like Total Station & Computer Software’s are
adopted as per Market Rates.
b. Norms for task work for labour & technical person are adopted considering the
work in typical Ghat Area/Highly technical Work.
c. “Typical Ghat Portion” will be that typical ghat area in Sahyadri Ridges and
this will be applicable for that area. This rate will be applicable after approval
of Engineer-in-Charge.
d. “Typical Creek Portion” is that creek area having perennial water depth
above 6 m. This rate will be applicable after approval of Engineer-in-Charge
e. Scale for labours & technical persons are adopted as per D.S.R. and the Market
Rate respectively.
f. The transportation and head lead for materials like apex stones, boundary
stones are considered as per actual requirement while framing the estimate.
g. These rates shall be applicable to all types of road standards.
h. Service Tax 12.36% shall be payable to the agency, who has obtained service
tax registration under section 69, Payment of service tax (Section 69) and
filling of service tax return (Section 70) is casted on the person providing
service and complying the basic requirements. Proof of payment of S.T. shall
be produced.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
SURVEY D.S.R. (MATERIAL)
Sr.
No
Item Description Unit Out Turn
"A" REQUIREMENT OF LABOURS FOR UNIT WORK
1) ROAD SURVEY
1 Reconnasissance survey for alignment including taking three
diamentions of apexes ascertaining type of land etc.complete.
(Without chaining ) Day 4 Nos
2 -do- (with chaining ) Day 7 Nos
3 Levelling Day 3 Nos
4 Chain and compass or cross staft survey Day 6 Nos
II) STREAM SURVEY
1 Catchment Area Survey upto 100 Acres with chain and compass
(Traverse survey )
Day 6 Nos
2 -do- village Map upto 100 Acres by visualisation (without chain
and Compass )
Day 2 Nos
3 Levelling for contouring of sections of longitudinal sections of
stream including chain and compass U/S Survey or other details
of stream
Day 9 Nos
4 Chain and compass or cross staff survey Day 6 Nos
"B" REQUIREMENT MATERIALS ON UNIT BASIS
1 Paint one tin of 100 millilietres Tin/K.M. 2 Tin/Km
2 Chunam K.M. 2 Kg/Km.
3 Pegs No/Km. 65 Nos/Km
4 Kersone oil Lit/Month 6 Ltr/Month
5 Torch Cell (1/2)V) Cell/Month 3Cell/Month
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
6 Flags No./K, 65 Nos/Km
C) UNIT TURN OUT PER DAY.
1) ROADS
1 Reconnaisance survey of alignment of a Road in plain country
including three diamension of apexes indicating type of land
etc. along the alignment and verification of survey
Nos.(without chaining )
Km/Day 2Km/Day
2 -do- (with chaining ) Km/Day 2 Km/Day
3 Reconnaisance survey of a road alignment for new hilly road
with use Ghayt tracer (if found necessary ) taking three
diamensions of appexes including verification of type of land
etc. complete without chaining
Km/Day 1.50Km/Day
4 -do- including takiang three diamensions of appexe as
verification type of land and etc.complete (with chaining)
Km/Day 1Km./Day
5 Reconnaisswance survey of alignment of Road in hilly country
utilising existing forest tracks (without chaining)
Km/Day 1.50Km/Day
6 Reiconnaissance survey of alaignment of Road in hilly country
utilising existing forest tracks (with chaining )
Km/Day 1.50
Km/Day
7 Detailed survey of road in plain country including chaining
(with cross section @ every 2 chains ) and closing of survey
each day
Km/Day 1.50
Km/Day
8 Detailed survey in plain country (along with work done)
including chaining (with cross sections @ every 2 chains) and
closing survey @ the close of day
Km/Day 1.25Km/Day
9 Detailed survey for a new hilly road taking C/S at every chain
or as desired including chaining levelling and closing survey
Km/Day 0.50Km/Day
10 Detailed survey of road thorugh hilly country taking C/S
utilising existing forest track
Km/Day 0.75Km/Day
11 Chain and compass survey including collection of necessary
details along the chain line in plain country
Km/Day 1.50Km/Day
12 -do- hilly country Km/Day 0.75
Km/Day
(II) STREAMS
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
1 Longitudinal and cross section of a stream complete with
levelling and chaining including closing survey at end of work
Km/Day 1.50Km/Day
2 Purely fly levelling (if required ) Km/Day 5 Km/Day
3 Finding out catchment area with traverse survey upto 100
acres.
No/Day 3 No/Day
4 Finding out catchment area with traverse survey above 100
acres.(not traceable in topo- sheets and upto 1 Sq.m. site )
No/Day 2 No/Day
5 Fixing chain and apex stones alaong the road on and Av.4 to 5
chain stone and 5 to 6 apex stone in length of 1 Km. for unit
labour
Km. 0.75 Km.
(D) RATES FOR MATERIALS
Sr.
No.
Description of Item Unit Rate for
2012-13
(In Rs)
1 2 3 4
1 Bamboo mole 35mm. to 50mm. dia. and 3.00 to 4.00 m long. No 30.00
2 Readymade flags as directed including stitching
I ) with cotton cloth
a) size 300mm. x 300mm. No 35.00
b) - do - 600mm. x 450mm. No 60.00
c) - do - 900mm x 900mm. No 90.00
II ) with satien cloth
a) size 300mm. x 300mm. No 30.00
b) - do - 600mm. x 450mm. No 55.00
c) - do - 900mm x 900mm. No 80.00
3 Enamel paint (tin contains 100 ml.) No 30.00
4 Chunum (lime) Kg 14.00
5 Plastic buckets
a) 2 liters. capacity No 25.00
b) 5 liters. capacity No 50.00
6 Wooden survey pegs No 15.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
7 Torch cell (1/2 V) No 15.00
8 Nylon rope Kg 200.00
9 R.C.C Post of size 10 X10 X 180 Cm No 180.00
10 Hire charges for boat (with 2 No. boatmen) No / day 850.00
11 Hire charges for boat (with 4 No. boatmen) No / day 1100.00
12 Guard for safety of survey party No / day 240.00
13 Survey Shoes Pair 750.00
14 Lettering Brush No 40.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
(1) SURVEY FOR ROAD WORK
(Labour Rates )
Item
No.
&
Item
code
Description of Item Unit Rate for the year
2014-15 (In Rs)
Completed Labour
1 2 3 4 5
1 Reconnaissance survey of Road alignment including taking
three dimensions of apexes, verification of type of land, fixing
reference pegs wherever necessary including collection of other
essential data etc. complete.
a) Typical Ghat portion Km. 2480
b) Typical Creek portion Km. 1860
c) Hilly Area Km. 1240
d) Plain and Rolling terrain Km. 930
2 Carrying out chain and compass survey of road alignment
including taking details of structures verification of type of land,
fixing of wooden survey pegs with white washing etc. complete.
a) Typical Ghat portion Km. 5253
b) Typical Creek portion Km. 3090
c) Hilly Area Km. 3502
d) Plain and Rolling terrain Km. 1751
3 Detailed survey of road alignment in Plain and Rolling terrain
including levelling for establishing bench mark, taking
longitudinal section with cross section @ every 30 metre
inclusive of fly levelling for closing survey each day.
Km. 2065
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
4 Detailed survey of road alignment by Total Station in Plain and
Rolling terrain including levelling for establishing bench mark,
taking longitudinal section with cross section @ every 30 metre
inclusive of fly levelling for closing survey each day.
Km. 2478
5 Detailed survey of road alignment including levelling for
establishing bench mark, taking longitudinal section with cross
section @ every 15 metre inclusive of fly levelling for closing
survey each day.
a) Typical Ghat portion Km. 12388
b) Typical Creek portion Km. 7742
c) Hilly Area Km. 6194
d) Plain and Rolling terrain Km. 3100
6 Detailed survey of road alignment by Total Station including
levelling for establishing bench mark, taking longitudinal section
with cross section @ every 15 metre inclusive of fly levelling
for closing survey each day.
a) Typical Ghat portion Km. 14865
b) Typical Creek portion Km. 9291
c) Hilly Area Km. 7433
d) Plain and Rolling terrain Km. 3720
7 Detailed survey along existing earth work including taking
longitudinal section, cross section at every 30 metre, fixing,
Bench Marks, chaining, fixing pegs and closing the survey with
fly levels etc.complete.
Km. 2787
8 Detailed survey by Total Station along existing earth work
including taking longitudinal section, cross section at every 30
metre, fixing, Bench Marks, chaining, fixing pegs and closing the
survey with fly levels etc.complete.
Km. 3407
9 Taking trial pit 1.00 x 1.00 x 1.50 mtr.at 200 metre interval and
minimum 3 numbers for small stream in earth soil of all types,
sand, gravel, soft murum etc.complete.
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) In all types of soil No 300
b) In hard murum & boulders No 386
10 Providing and fixing apex stones of require size along the
alignment including excavation in earth soil of all sorts with
back filling, painting and lettering etc. complete.
a) Trap stone - 20 X 20 X 75 Cm No 117
b) P.C.C.-M -15 - 10 X 10 X 60 Cm No 104
c) R.C.C.-M -15 - 10 X 10 X 60 Cm No 126
d) Laterite Stone - 20 x 20 x 60 Cm No 123
11 Providing and fixing P.C.C. chaniage/appex/ Bench Mark stone
of size 20 x 20 x 75 cm.in cement concrete 1:4:8 block of size 45
x 45 x 60 cm. including excavation, conveyance etc.complete.
No 754
12 Painting and lettering charges on appex on Bench mark stone.
(Labour charges only)
No 159
13 Fly Levelling for carrying Bench Mark including establishing
bench mark etc complete.
a) Typical Ghat portion Km 413
b) Typical Creek portion Km. 275
c) Hilly Area Km. 310
d) Plain and Rolling terrain Km. 248
14 Removing grass, bushes, Shrubs, Sapling and disposing upto
sufficient distance including clearing the site as directed for
4.00 metre width, etc. complete. ( General Forest area )
a) Typical Ghat portion Km. 12388
b) Hilly Area Km. 6194
c) Plain and Rolling terrain Km. 4129
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
15 Removing grass, bushes, Shrubs, Sapling in Dense forest area
and disposing upto sufficient distance including clearing the
site as directed for 4.00 metre width etc. complete.
a) Typical Ghat portion Km. 15485
b) Hilly Area Km. 10323
c) Plain and Rolling terrain Km. 6194
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
S U R V E Y
( 2 ) SURVEY FOR C.D. WORK
1 Catchment area traverse survey of stream by visual
inspection with using chain and compass etc. complete.
.
Hector.
1858
( 3) SURVEY FOR MINOR BRIDGE
1 Detailed survey of stream including chaining compassing and
levelling taking necessary L.S../ C.S. and other details etc.
complete.
a) Catchment area upto 1.00 Sq. mile Number 5574
b) Catchment area more than 1.00 Sq. mile Number 11149
2 Detailed survey of stream By Total Station including chaining
compassing and levelling taking necessary L.S../ C.S. and other
details etc. complete.
a) Catchment area upto 1.00 Sq. mile Number 6194
b) Catchment area more than 1.00 Sq. mile Number 11768
( 4 ) SURVEY FOR MAJOR BRIDGE
1 Reconnaissance survey for selecting major Bridge site
including chain and compass and other instruments as
necessary, fixing reference pegs etc. complete.
a) Typical creek portion Km. 4058
b) Hilly Area Km. 2478
c) Plain and Rolling terrain Km. 1487
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2 Detailed survey of major bridge including necessary chain
compassing, levelling taking L-Section of stream extending
upstream and down stream site of bridge, taking cross
sections and other details etc complete.
a) Typical creek portion Km. 11515
b) Hilly Area Km. 7012
c) Plain and Rolling terrain Km. 4675
3 Detailed survey of major bridge By Total Station including
necessary chain compassing, levelling taking L-Section of
stream extending upstream and down stream site of bridge,
taking cross sections and other details etc complete.
a) Typical creek portion Km. 13064
b) Hilly Area Km. 8251
c) Plain and Rolling terrain Km. 4955
4 Measuring velocity of water at 3 sections 1 at center and
others on both banks) at an interval of 2 hours (4 times in a
day) by using sink floats including rent of boat etc. complete.
No. 2748
(5) CONTOUR SURVEY
1 Chain and compass and cross staff survey for demarking
counter blocks of size 10m. x 10m.
a) Plain area Hector 829
b) Hilly area Hector 1658
2 Levelling for contour survey including taking levels @ 10 m
x 10 m blocks.
a) Plain area Hector 619
b) Hilly area Hector 1239
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
( 6) TAKING TRIAL BORES
1 Providing & Maintaining temporary platform as required of
3m x 3 metres size for erecting the boring machine for taking
trial bore in the nalla/ river bed in standing water including all
materials etc. complete depth of standing water.
a) Upto 2.00 M depth, solid platform with sand filled bags . No. 14654 2790
b) Above 2.00 M. to 5.00 M depth (floating platform)
including Anchoring charges.
No. 93672 1116
c) Above 5.00 M. to 10.00 M depth including Anchoring
charges.
No. 98356 1172
d) Above 10.00 M. upto 20.00 M depth including Anchoring
charges.
No. 103274 1230
e) 20.00 M depth and above including Anchoring charges. No. 108438 1292
2 Taking trial bores 150 mm (6 ") dia in soft strata & in soft
rocks including all materials such as casing pipes & accessories
oil grease steel balls & such other material as required (
including conveying the materials and machineries to site of
work) preserving the loose sample serially in glass/ plastic jar
on site of work and conveying the same to the concerned
office as directed including S.P.T. test and supplying results
etc. complete.. .
Rmt. 5310 2232
3 Taking trial bores in hard strata 76.20mm.(3") dia for 50.80
mm. (2") core by diamond drilling machine with "N.X. Bit"
with double tube core barrel system including preservation of
core in standard core boxes etc. complete with testing &
supplying results etc. complete..
Rmt. 14417 3348
4 Providing trun tappa core boxes of jungle wood of size 1.25
x 0.55 x 0.15 metres for preserving core sample with all
fixtures and fastening handles locking arrangement etc.
complete
No. 4421 565
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
II ) RATES FOR COMPLETED ITEMS FOR SURVEY
(1) SURVEY FOR ROAD WORK 1 Reconnaissance Survey for road of all standards
including study of survey sheets, maps etc. for alignment including three dimensions of apex, fixing pegs at every apex point and fixing alignment on ground by chaining and compassing with all types of compliance, if required from department complete including supplying 2 sets of alignments plans with soft copy etc. complete as directed by Engineer - in - charge. ( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Typical Ghat portion Km. 24364.00
b) Hilly inaccessible Area Km. 17153.00
c) Plain and Rolling terrain Km. 14496.00
2 Detailed topographical survey with total station and L/S, C/S with auto level including carrying out detailed geographical survey taking trial pits of size 1.00 x 1.00 x 1.00 m. at every 200 m. interval along the road side for strata classification showing details of permanent / temporary structures, trees, telephone lines pipe lines, field bunds, cross roads within 100 m. or as directed including taking L- section and Cross Section at 10 metre interval upto 15 m on either side of center of the road as per road Standard, down loading survey data on computer and preparing plans and cross section , L-section including necessary road geometrics working out quantities of various items in Computer Print in 5 copies etc. complete as directed by Engineer - in - charge. ( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Typical Ghat portion Km. 68420.00
b) Hilly inaccessible Area Km. 52706.00
c) Plain and Rolling terrain Km. 36993.00
3 Preparing detailed plans and estimates with the help of approved survey data of road computer confirming to guidelines of govt. of Maharashtra and IRC Hill Road Manual and other relevant IRC codes including necessary L.S./C.S. in 5 copies in proper file indexing and paging with all types of compliance if required from department etc complete. ( Prior approval of S.E. is necessary before sanctioning of estimate.)
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
a) Ghat portion Km. 6211.00
b) Plain and Rolling terrain Km. 5130.00
4 Preparing detailed computer plans on the basis of the approved detailed survey data of road confirming to guide lines of govt. of Maharashtra and IRC Hill Road Manual and other relevant IRC codes including necessary L.S./C.S. in 5 copies in proper file indexing and paging with all types of compliance if required from department etc complete. ( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Ghat portion Km. 2979.00
b) Plain and Rolling terrain Km. 2422.00
5 Carrying Bench Mark from G.T.S. Bench Mark location to starting point with Auto level including closing the survey etc. complete.( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Typical Ghat portion Km. 2923.00
b) Typical Creek portion Km. 1948.00
c) Hilly inaccessible Area Km. 2192.00
d) Plain and Rolling terrain Km. 1754.00
(2) SURVEY FOR C.D. WORK 1 Detailed Survey & preparing plans and estimate of C.D.
works having catchment area upto 100 acres including taking L -section of road, working out catchment area plan by traverse method, taking one trial pits of size 1.50 x 1.50 x 1.50 m.preapring computrised data with all types of compliance if required from department & with supplying 5 copies in proper file etc. complete. ( Prior approval of S.E. is necessary before sanctioning of estimate.)
No. 6427.00
(3) SURVEY FOR MINOR BRIDGE 1 Carrying out survey for minor bridge including taking L-
Section of existing road, two defined cross sections one at U/S and one at D/S to proposed site, taking L-section of stream upto minimum 250 metre on either side of proposed bridge with Total Station taking three trial pits of size 2.00 x 2.00 x 3.00 m. two at bank and one at the center of the nalla including dewatering and collecting samples of bed materials from trial pits including necessary tests as directed by the Engineer-in-charge .( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Hilly Area No. 31175.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
b) Plain and Rolling terrain No. 31501.00
2 Preparing plans and estimate of minor bridge with the help of approved detailed survey data given by the competent authority, confirming to guidelines of govt. of Maharashtra and IRC Hill Road Manual and other relevant IRC codes, including computerised 5 copies prints, site plans, proper filing, indexing and paging with all types of compliance if required from department etc. complete upto 30 m. linear waterway
a) Hilly Area No. 7471.00
b) Plain and Rolling terrain No. 5009.00
3 Preparing plans of minor bridge with the help of approved detailed survey data given by the competent authority, confirming to guidelines of govt. of Maharashtra and IRC Hill Road Manual and other relevant IRC codes, including computerised 5 copies prints, site plans, proper filing, indexing and paging with all types of compliance if required from department etc. complete upto 30 m. linear waterway
a) Hilly Area No. 5688.00
b) Plain and Rolling terrain No. 4240.00
(4) SURVEY FOR MAJOR BRIDGE 1 Carrying out the Survey of Major Bridge including taking
L-Section of proposed bridge site up to suitable lengths taking L-Section of stream upto 500 metre U/S and 500 metre D/S of proposed bridge site two cross section on either side (two at U/S and two at D/S) and compass survey and preparation of detailed survey data, submission of the project report with general arrangement drawing of the proposed bridge. detailed hydraulic calculation duly computerised coloured prints, site plan and other drawings and all types of compliance, if required from department etc complete, with obtaining approval from the Design Circle.( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Plain and Rolling terrain No. 54062.00
b) Typical creek portion No. 58237.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2 Preparing plans and estimate of major bridge with the
help of approved detailed survey data given by the competent authority, confirming to guidelines of govt. of Maharashtra and IRC Hill Road Manual and other relevant IRC codes, including computerised 5 copies prints, site plans, proper filing, indexing and paging with all types of compliance if required from department etc. complete, with obtaining approval from the Design Circle.
a) Plain and Rolling terrain No. 6924.00
b) Typical creek portion No. 7685.00
3 Preparing plans of major bridge with the help of approved detailed survey data given by the competent authority, confirming to guidelines of govt. of Maharashtra and IRC Hill Road Manual and other relevant IRC codes, including computerised 5 copies prints, site plans, proper filing, indexing and paging with all types of compliance if required from department etc. complete.
a) Plain and Rolling terrain No. 5009.00
b) Typical creek portion No. 5497.00
(5) MISCELLANEOUS ITEMS 1 Scanning and digitizing the surveying R-14 plane
table on Auto-cad 2000 & preparing computor disk Km 2766.00
1a Prepartion of land plans of road with fixing boundaries on both sides of centre line of Road / Existing road up to road boundary, including carrying out detailed Total Station survey along the centre line of the road, showing details of permanent / semi-permanent structures, trees, telephone-lines, pipe-lines, field-bunds, cross-roads upto 60 m or as directed, plotting work of surveyed area including Preperation land plans(Tracing ) on polyester tracing film of approved make 60/65 micron one side matt including taking out prints & binding the same in road wise, Scanning and digitizing the surveyed plan on Autocad14 and preparing computor disk, Providing '7' copies of computer printouts of plans including binding in the form of booklet etc. complete including scrutiny and approval of Land Plans from T.I.L.R. ( Prior approval of S.E. is necessary before sanctioning of estimate.) Note : The Item for preparation of Land Plans in miscellaneous item section includes sanction by T.I.L.R. authority unless otherwise only 30% part payment will be released.
Km 15971.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
2 Preparation of village wise land acquisition proposal in 5
sets as required by revenue authority (SLAO) including procurement of necessary 7/12 land extracts and preparation of land schedule, tracing out of village maps (at the same scale of revenue maps) and taking out ammonia prints (5 copies) colouring the same showing the alignment on village map taking out 4 zerox copies of questionnaires schedules of land to be acquired respective 7/12 land extracts and binding in booklet. (5 Nos.) as directed by Engineer-in-charge upto the stage of submission of land acquisition proposal and compliance of remarks at all levels till final acceptance of proposal etc. complete.( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Upto 30 Metre Km. 13010.00
b) 30 to 60 Metre Km. 17510.00
3 Preparing District map including stitching of all village maps by way of CCP in to single sector drawing using AUTOCAD vcr.12 legal software, Trial plot for making corrections on A1/A2 size multi colour plotter in foot scale on white paper,ploting drawing by high quality colour plotter as a final output etc.complete
No. 2393.00
4 Conditional survey of bridge including inspecton of all components of bridge from foundation to superstructure including hiring and transporting charges for necessary equipments and accessories, video shooting showing damages, closed still photographs of damaged portions, preparation of Computer CD including suggestions & remedies, in form of Booklet in seven copies with all documents etc complete.( Prior approval of S.E. is necessary before sanctioning of estimate.)
a) Bridge length Upto 30 meters - non-perinal No. 9271.00
b) Bridge length 30 to 60 meters - non-perinal No. 17881.00
c) Bridge length 60 to 250 meters - non-perinal No. 30133.00
d) Bridge length above 250 meters - non-perinal No. 54494.00
e) Bridge length Upto 30 meters - Perinal No. 12244.00
f) Bridge length 30 to 60 meters - Perinal No. 18900.00
g) Bridge length 60 to 250 meters - Perinal No. 32560.00
h) Bridge length above 250 meters - Perinal No. 55980.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
5 Conditional survey of building including inspecton of all
components of building from foundation to superstructure including hiring and transporting charges for necessary equipments and accessories, video shooting showing damages, closed still photograph of damaged portions, conducting necessary nondestructive test & their results, preparation of Computer CD including suggestions & remedies, in form of Booklet in seven copies with all documents etc complete.( Prior approval of S.E. is necessary before sanctioning of estimate.)
Sqm. 14.00
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
VIDEOGRAPHY
1 Providing & carrying out video cassettee hour shooting of
roads,bridges,buildings,other structures and programmes,
including preliminary survey, still shots moving shooting,
transportation of all equipments,persons required for shooting,
lighting arrangement as may be necessary, editing, mixing,
titling,lettering,sounding including cost of two coloured cassette
(C.D)of approved quality etc. complete
Cassette
hour.
1694.00
As Directed by the Engineer-In-Charge
2 Preparing and carrying out video shooting of roads, bridges,
buildings, other structures and progremmes, including hiring of
vehicles, equipment for video shooting, titling, lighting, mixing,
lettering, editing, including cost of two colour cassettes(C.D)of
approved make and quality etc. complete.
As Directed by the Engineer-In-Charge
i) Within 50 Kms Day 3465.00
ii) Beyond 50 Kms Day 4447.00
iii) Work upto 5 hours per day only Day 1943.00
3 Shooting of still photographs,outdoor and indoor, of construction
and other works of building, bridges, roads etc. in District and
outside District of any distances.
As Directed by the Engineer-In-Charge
i) Still photos passport cut size 3 Copies 64.00
I)a Extra copies passport cut size 1 each 18.00
ii) 4" x 6" Size 3 Copies 87.00
ii)a Extra copies 4" x 6" Size 1 each 18.00
iii) 5"x 7" Size 3 Copies 145.00
iii)a Extra copies 5" x 7" Size 1 each 29.00
4 Printing of drawing on Autocad in following size with tracing on
reproducting paper from available sources .
As Directed by the Engineer-In-Charge
Item No.& Item code
Description Of Items Unit Rate for Year 2014-15 (In Rs)
Complete Labour
i) AO ( 1165X817mm ) 1 each 635.00
ii) A1 ( 817X570mm ) 1 each 508.00
iii) A2 ( 570X396mm ) 1 each 444.00
iv) A3 ( 396X275mm ) 1 each 381.00
v) A4 ( 285X196mm ) 1 each 254.00
5 Printing of drawing on Autocad with one proof print for
following size on plain white paper with black colour print
providing tracing with saving on disc.
As Directed by the Engineer-In-Charge
i) AO ( 1165X817mm ) 1 each 2033.00
ii) A1 ( 817X570mm ) 1 each 1525.00
iii) A2 ( 570X396mm ) 1 each 1271.00
iv) A3 ( 396X275mm ) 1 each 1016.00
v) A4 ( 285X196mm ) 1 each 635.00
6 Editing and correction on drawing and giving the print on tracing
paper with tracing.
As Directed by the Engineer-In-Charge
i) AO ( 1165X817mm ) 1 each 762.00
ii) A1 ( 817X570mm ) 1 each 635.00
iii) A2 ( 570X396mm ) 1 each 571.00
iv) A3 ( 396X275mm ) 1 each 444.00
v) A4 ( 285X196mm ) 1 each 312.00
Statement 'C'.
TRANSPORTATION CHARGES STATEMENT 'C' CARRIAGE OF MATERIALS OVER DISTANCE EXCEEDING 0.05 KM.INCLUDING LOADING & UNLOADING
Lead in Kms
Average Speed
Km/Hour
No. of trips in 8 hour
kms done Quantity of diesel in ltr.
Cost of diesel at
Rs.65.13/liter
Quantity of mobile oil
Cost of oil per liter
Rs.230/ltr
Cost of 6 mazdoor at
Rs. 283.00/day
Hire charges of truck Rs.
Total cost col.6+8+9+10
Add 10% over head
charges
Total of 11+12
Cost per trip
1 2 3 4 5 6 7 8 9 10 11 12 13 14
0.5 15 7.50 13.50 3.38 219.81 0.09 20.70 1590 2400 4230.51 423.05 4653.57 620.48
1 16 7.11 20.22 5.06 329.27 0.13 31.01 1590 2400 4350.28 435.03 4785.30 672.93
1.5 16.5 6.77 26.31 6.58 428.36 0.18 40.34 1590 2400 4458.69 445.87 4904.56 724.54
2 17 6.48 31.90 7.98 519.49 0.21 48.92 1590 2400 4558.41 455.84 5014.25 774.26
2.5 17.25 6.20 37.01 9.25 602.64 0.25 56.75 1590 2400 4649.39 464.94 5114.32 824.59
3 17.5 5.96 41.74 10.44 679.71 0.28 64.01 1590 2400 4733.72 473.37 5207.09 874.05
3.5 17.75 5.74 46.16 11.54 751.63 0.31 70.78 1590 2400 4812.41 481.24 5293.65 922.66
4 18 5.54 50.31 12.58 819.14 0.34 77.14 1590 2400 4886.27 488.63 5374.90 970.47
4.5 18.25 5.36 54.22 13.56 882.84 0.36 83.14 1590 2400 4955.98 495.60 5451.58 1017.50
5 18.5 5.19 57.93 14.48 943.24 0.39 88.83 1590 2400 5022.07 502.21 5524.27 1063.80
6 18.75 4.88 64.54 16.13 1050.82 0.43 98.96 1590 2400 5139.77 513.98 5653.75 1159.02
7 19 4.61 70.48 17.62 1147.67 0.47 108.08 1590 2400 5245.75 524.57 5770.32 1252.77
8 19.3 4.37 75.98 19.00 1237.19 0.51 116.51 1590 2400 5343.70 534.37 5878.07 1343.89
9 19.6 4.17 81.06 20.27 1319.92 0.54 124.30 1590 2400 5434.22 543.42 5977.64 1433.41
10 20 4.00 86.00 21.50 1400.30 0.57 131.87 1590 2400 5522.16 552.22 6074.38 1518.59
15 25 3.64 115.09 28.77 1873.97 0.77 176.47 1590 2400 6040.44 604.04 6644.48 1827.23
20 25 3.08 129.08 32.27 2101.70 0.86 197.92 1590 2400 6289.61 628.96 6918.57 2248.54
25 25 2.67 139.33 34.83 2268.70 0.93 213.64 1590 2400 6472.34 647.23 7119.57 2669.84
30 25 2.35 147.18 36.79 2396.40 0.98 225.67 1590 2400 6612.07 661.21 7273.28 3091.14
35 30 2.40 174.00 43.50 2833.16 1.16 266.80 1590 2400 7089.96 709.00 7798.95 3249.56
40 30 2.18 180.55 45.14 2939.73 1.20 276.84 1590 2400 7206.57 720.66 7927.22 3633.31
Lead in Kms
Average Speed
Km/Hour
No. of trips in 8 hour
kms done Quantity of diesel in ltr.
Cost of diesel at
Rs.65.13/liter
Quantity of mobile oil
Cost of oil per liter
Rs.230/ltr
Cost of 6 mazdoor at
Rs. 283.00/day
Hire charges of truck Rs.
Total cost col.6+8+9+10
Add 10% over head
charges
Total of 11+12
Cost per trip
1 2 3 4 5 6 7 8 9 10 11 12 13 14
60 30 1.60 198.00 49.50 3223.94 1.32 303.60 1590 2400 7517.54 751.75 8269.29 5168.31
70 30 1.41 203.65 50.91 3315.88 1.36 312.26 1590 2400 7618.14 761.81 8379.96 5935.80
80 30 1.26 208.11 52.03 3388.47 1.39 319.09 1590 2400 7697.57 769.76 8467.33 6703.30
90 30 1.14 211.71 52.93 3447.24 1.41 324.63 1590 2400 7761.87 776.19 8538.05 7470.80
100 30 1.04 214.70 53.67 3495.78 1.43 329.20 1590 2400 7814.98 781.50 8596.48 8238.29
125 40 1.10 281.86 70.47 4589.42 1.88 432.19 1590 2400 9011.61 901.16 9912.77 8983.45
150 40 0.94 288.35 72.09 4695.11 1.92 442.14 1590 2400 9127.25 912.72 10039.97 10667.47
175 40 0.82 293.18 73.29 4773.70 1.95 449.54 1590 2400 9213.24 921.32 10134.56 12351.50
200 40 0.73 296.91 74.23 4834.42 1.98 455.26 1590 2400 9279.68 927.97 10207.65 14035.52
225 40 0.65 299.88 74.97 4882.76 2.00 459.81 1590 2400 9332.57 933.26 10265.83 15719.55
250 40 0.59 302.30 75.57 4922.14 2.02 463.52 1590 2400 9375.66 937.57 10313.23 17403.57
275 40 0.54 304.31 76.08 4954.85 2.03 466.60 1590 2400 9411.45 941.14 10352.59 19087.59
300 40 0.50 306.00 76.50 4982.45 2.04 469.20 1590 2400 9441.65 944.16 10385.81 20771.62
325 40 0.46 307.45 76.86 5006.04 2.05 471.42 1590 2400 9467.47 946.75 10414.21 22455.64
350 40 0.43 308.70 77.18 5026.45 2.06 473.34 1590 2400 9489.80 948.98 10438.78 24139.67
375 40 0.41 309.80 77.45 5044.28 2.07 475.02 1590 2400 9509.30 950.93 10460.23 25823.69
400 40 0.38 310.76 77.69 5059.98 2.07 476.50 1590 2400 9526.48 952.65 10479.13 27507.72
IN COL.NO 4 OF KM. DONE ALLOWANCE OF 6 KM. IS
CONSIDERED
Statement 'C2'.
LOADING, UNLOADING & STACKING Sr.
No.
Materials Unit Rates for 2014-2015
Loading
carriage
upto 50
m lead
Unloading
carriage
upto 50 m
lead
Stacking
1 Boulders, Rubble stones and metal
of all the sizes
One
Cubic
metre
19.55 14.54 14.22
2 Murum, Sand Gravel, stone dust,
Earth and other loos materials.
One
Cubic
metre
12.62 7.42 6.91
3 Cement, Lime One
metric
tonne
42.66 36.21 17.73
4 Mild Steel and H.Y.S.D. bars of
all the diametres and structural
steel.
One
metric
tonne
46.90 39.39 29.85
5 Bricks 1000
Nos.
27.73 22.34 14.42
6 Shahabad Stones One
Square
metre
1.54 1.54 1.40
7 Manglore tile, Ridges, Hips, single
Allahabad Tiles and Country
Tiles.
1000
Nos.
17.05 12.81 13.32
8 R.C.C. pipes with collars One
metric
tonne
42.66 42.66 11.12
9 Timber One
Cubic
metre
18.20 18.20 6.61
10 Flooring tiles 1000
Nos.
25.62 21.38 17.73
11 Asphalt pack tins One
metric
tonne
37.36 37.36 22.13
Transportation charges by Head load
Sr.No. DESCRIPTION OF ITEMS Unit 2013-14
1 Conveying materials by Head load 0 to 50
metres (initial lead 50 mtr.)
One
Cubic
metre
31.35
2 Conveying materials by Head load Above 50
meters & upto 100 metres
One
Cubic
metre
23.54
3 Conveying materials by Head load Above
100 metres & upto 200 metres
One
Cubic
metre
37.66
4 Conveying materials by Head load Above200
metres & upto 500 metres
One
Cubic
metre
18.23
5 Conveying Cement by Head load upto 50 mts One Bag 4.51
4 Conveying Cement by Head load Above 50
metres & upto 300 metres
One Bag 12.12
4 Conveying Cement by Head load Above 300
metres & upto 500 metres
One Bag 15.12
THEORITICAL REQUIREMENT OF MATERIALS BUILDINGS.
EXCAVATION
Sr.
No. Item Unit Rubble
in M3 Over Size
metal in M3 Sand in
M3 Quarry in spaul
in M3
1 Providing trap
rubble spoiling 15
to 20cm thick
M3 1.00 -- -- 0.20
2 Providing soiling
using 80mm over
size trap metal
M3 -- 1.00 0.15 --
PILE FOUNDATION
Sr.
No. Item Unit Cement
Bags Sand in M3
1 M-25 RCC Cast in Situ Bored Piles M3 7.50 0.45
2 M-30 RCC Cast in Situ Bored Piles M3 8.00 0.45
PLAIN CEMENT CONCRETE AND REINFORCED CEMENT CONCRETE
Sr. No.
Item Unit Cement Bags
Screened Sand in
M3
Coarse Aggregate
40mm in M3
20mm in M3
12/10mm in M3
1 Plain cement concrete 1:5:10
M3 2.60 0.47 0.90 -- --
2 Plain cement concrete 1:4:8
M3 3.40 0.47 0.90 00 00
3 Plain cement concrete 1:3:6
M3 4.40 0.445 0.56 0.24 0.11
4 Plain cement concrete 1:2:4
M3 6.27 0.445 -- 0.57 0.28
5 M-10 Grade Cement Concrete
M3 4.40 0.445 0.56 0.24 0.11
6 M-15 Grade PCC M3 6.27 0.445 0 0.57 0.28
7 M-20 Grade PCC M3 7.00 0.445 0 0.57 0.28
8 M-15 Grade Cement M3 6.27 0.425 0 0.57 0.28
Concrete (RCC)
9 M-20 Grade Cement Concrete(RCC)
M3 7.00 0.425 0 0.57 0.28
10 M-25 Grade cement Concrete (RCC)
M3 7.50 0.425 0 0.57 0.28
11 M-30 Grade Cement Concrete (RCC)
M3 8.00 0.425 0 0.57 0.28
BRICK MASONARY.
Sr.
No.
Item Unit Cement
in Bags
Screened
Sand in M3
Bricks
in Nos
M.S. Bars
in Kg.
1 Second class brick work in CM
1:6 in foundation and plinth of
Inner Wall/ External Wall.
M3 1.42 0.32 475 00
2 Second Class Brick works in CM
1:6 in Superstructure
M3 1.42 0.32 475 00
3 Second Class Brick works in CM
1:4 with 6mm diameter M.S.Bars
in half brick walls.
M3 0.22 0.034 55 1.76
4 Second Class Brick masonary in
CM 1:4 for pillars rectangular in
shape
M3 2.60 0.25 475 --
5 Second Class Brick Masonary in
CM 1:4 for Pillars Curved in
Shape
M3 2.60 0.25 475 --
6 Second Class brick masonary
coping in CM 1:6
M3 1.24 0.25 475 --
STONE MASONARY.
Sr.
No.
Item Unit Cement
in Bags
Screened
Sand in M3
Trap
Rubble
in Nos
Corner/
Quins in
Nos
1 UCR masonary in CM 1:6 in
foundations and plinth of inner
walls/external walls
M3 1.77 0.35 1.16 2
2 UCR masonary in CM 1:6 in
Super structure
M3 2.05 0.35 1.16 2
3 Random rubble masonary IInd
sort in CM 1:6 in Superstructure
M3 2.05 0.35 1.16 2
Sr.
No.
Item Unit Cement
in Bags
Screened
Sand in
M3
Trap
rubble
in M3
Cornet/
Quins
in Nos
Trap
header
in Nos
Khandkis
in Nos
4 CR Masonary 2nd sort
in CM 1:6 in Plinth
M3 1.50 0.30 0.35 2 7 50
5 CR Masonary 2nd sort
in CM 1:6 in
superstructure
M3 1.50 0.30 0.35 2 7 50
6 CR Masonary 1st sort
in CM 1:6 in
superstructure &
pillars
M3 1.50 0.30 0.35 2 7 50
Sr.
No.
Item Unit Cement
in Bags
Screened
Sand in M3
Laterite Stone
45x30x20 cm in
nos.
7 Laterite masonary in CM 1:6 in
foundations
M3 1.20 0.21 45
8 Laterite masonary in CM 1:6 in
superstructures
M3 1.20 0.21 45
WATER PROOFING TREATEMENT.
Sr.
No.
Item Unit Cement
in Bags
Screened
sand in M3
Course Aggtregate
20mm in
M3
12/10mm
in M3
1 50mm thick damp proof
coarse in CC 1:2:4
M2 0.32 0.022 0.033 0.011
2 20mm thick integral finishing
in CM 1:3
M2 0.20 0.020 0 0
3 W.P. to terrace 112 mm thick M2 0.71 0.09 Brick Bat
0.10
00
4 W.P. of BB coba to water
closet
M3 2.20 0.23 0 0
5 20mm thick water proof
plaster in 1:3 for dado
M2 0.22 0.03 0 0
6 25mm thick water proof
bedding in CM 1:3
M2 0.27 0.02 0 0
PLASTERING AND POINTING.
Sr.
No.
Item Unit Cement
in bags
Screened
sand in
M3
Fine
aggregate
in M3
1 6mm plaster in CM 1:4 M2 0.054 0.0076 0
2 6mm plaster in CM 1:3 M2 0.07 0.0076 0
3 12 mm plaster in single coat in CM 1:5 M2 0.090 0.015 0
4 12 mm plaster in single coat in CM 1:4 M2 0.11 0.015 0
5 12 mm plaster in single coat in CM 1:3 M2 0.14 0.015 0
6 20mm cement plaster in CM 1:3 in single coat M2 0.228 0.024 0
7 20mm cement plaster in CM 1:5 in two coat M2 0.14 0.025 0
8 20mm cement plaster in CM 1 :4 in two coat M2 0.17 0.025 0
9 25mm cement plaster in CM 1:4 in two coat M2 0.217 0.031 0
10 Sand faced plaster in CM 1:4 in two coat M2 0.25 0.033 0
11 Rough Cast Plaster in two costs in CM 1:4 M2 0.25 0.021 0.012
12 Rough Cast Plaster in two coats in CM 1:4 with
colour pigment
M2 0.25 0.021 0.012
13 Exterior Stone crete facing in CM 1:3 M2 0.300 0.015 0.015
14 Flush grooved pointing CM 1:3 to brick
masonary
M2 0.02 0.003 0
15 Flush grooved pointing in CM 1:3 to stone
masonary
M2 0.040 0.003 0
16 Tuck pointing in CM 1:3 to stone masonary M2 0.040 0.005 0
17 Weather pointing in CM 1:3 to stome
masonary
M2 0.040 0.004 0
18 Vee pointing in CM 1:3 to stone masonary M2 0.030 0.003 0
19 Flush pointing in CM 1:3 to stone masonary M2 0.025 0.003
PAVING AND FLOORING
Sr.
No.
Item Unit Cement in
Bags
Screened
sand in M3
1 Rough Shahabad flooring 25 to 30mm thick on
bed of 1:6 CM with CP 1:3
M2 0.135 0.022
2 Polished shahabad/tandur/kotah stone flooring
25 to 30mm thick on bed of 1:6 CM
M2 0.135 0.022
3 Polished shahabad/tandur/kotah stone flooring
25 to 30mm thick on bed of 1:6 CM with
kadappa border
M2 0.135 0.022
4 Polished shahabad tandur/kotah stone flooring
25 to 30mm thick for dado on 1:4 cement
mortar plaster
M2 0.185 0.022
5 Plain cement tile 25 x 25 cm flooring on bed of
1:6 cement mortar
M2 0.135 0.02
6 Plain cement tiles for dado and skirting on 1:4
cement mortar plaster
M2 0.185 0.02
7 Plain Coloured cement tiles for flooring on bed
of 1:6 CM
M2 0.135 0.02
8 Plain coloured cement tiles for dado on plaster
of 1:4 cement mortar
M2 0.185 0.02
9 White/colour glazed tiles 150 x 150mm & 200
mm x 100mm for flooring on 1:4 CM.
M2 0.22 0.02
10 White/colour glazed tiles 150 x 150mm & 200
mm x 100mm for dado on 1:4 cm plaster
M2 0.21 0.02
11 Gray/white cement based marble mosaic tiles
for flooring on 1:6 cement mortar
M2 0.135 0.02
12 Gray/white cement based marble mosaic tiles
for dado on 1:4 cement plaster bed.
M2 0.185 0.02
13 P & L Machine cut Marble Slab 60 x 45 cm
flooring on 1:6 Cement mortar bed
M2 0.135 0.022
14 P & L Machine cut Marble Slab 60 x 45 cm for
dado on 1:4 Cement plaster bed
M2 0.185 0.02
15 Providing & Laying in situ cement mosaic dado
and skirting 6mm thick on plaster in CM 1:3
M2 0.20 0.02
16 Providing and laying flooring of Tukda
mosaic/china mosaic (broken mosaic tile
pieces) on bed of 1:4 cement mortar
M2 0.30 0.024
17 Providing and laying polished shahabad/
tandur/kotah stone/kadappa slab for treads
and risers on bed of 1:4 CM
M2 0.185 0.02
18 Plain Cement tiles/plain coloured cement tiles
for treads and risers on bed of 1:4 cm
M2 0.185 0.02
Sr.
No.
Item Unit Cement
in Bags
Screened
sand in M3
19 Marble mosaic tiles for treads and risers on bed of
1:4 cement mortar
M2 0.185 0.02
20 Marble slabs 20mm thick for treads and rises &
sills
M2 0.185 0.02
21 Polished shahabad tandur/kotah/kadappa stone
25 to 30 mm thick sill on bed of 1:4 CM
M2 0.185 0.02
22 Providing sills of precast marble mosaic tiles on
bed of 1:4 CM
M2 0.185 0.02
23 White marble slabs dado and skirting M2 0.185 0.02
24 25 thick precast polished chequered tiles/
coloured cement tiles and treads and plain
cement tiles for risers.
M2 0.16 0.02
25 Polished chequred marble mosaic tiles 20 x 32 cm
size for treads and risers
M2 0.185 0.02
26 Marble/ Kadappa/Tandur stone partition for
urinals
M2 0.055 0.005
27 Vitrified flooring on a bed of CM 1:4 M2 0.21 0.017
28 Vitrified tiles for dado and skirting CM 1:4 M2 0.20 0.012
29 30 x 30 cm Ceramic tile flooring on bed of 1:4 CM M2 0.21 0.017
30 30 x 30 cm Ceramic Tiles for dado and skirting M2 0.20 0.012
Sr.
No.
Item Unit Cement
in bags
Screened
sand in M3
Metal
20mm in
M3
12/10m
m in M3
1 IPS Flooring in 1:1½ :3
proportion 40mm thick
M2 0.310 0.020 0.033 0.017
2 IPS Flooring in 1:1½ :3
proportion 50mm thick
M2 0.350 0.022 0.044 0.014
3 IPS Flooring in 1:2:4 proportion
40mm thick
M2 0.300 0.020 0.033 0.017
4 IPS flooring in 1:2:4 proportion
50mm thick
M2 0.314 0.022 0.044 0.014
SR.
No.
Item Unit Cement
in bags
Screened
sand in M3
Crushed
Sand in M3
1 Providing & laying in situ cement
marble mosaic 10mm thick for flooring
..
M2 0.20 0.0136 0.0272
BD-V Water supply and sanitary
Sr.
No.
Item Unit Cement
in Bags
Sand in
Cum
Bricks in
Number
Metal in
Cum
1 Water meter chamber in brick
masonary with cement plaster
15mm dia to 100 mm dia
No 0.52 0.103 134 0.025
2 45cm wide steel ladder with CC
1:2:4 block of 60x30x30cm
No 0.35 0.024 -- 0.048
3 Indian type W.C.pan No 0.20 0.02 -- --
4 Orrisa type W.C.pan No 0.25 0.018 -- --
5 European type W.C. pan No 0.25 0.035 -- --
6 Renewing Indian type W.C. pan No 0.25 0.035 -- --
7 Full stall type urinal No 0.10 0.01 -- --
8 Lipped Flat back type urinal No 0.10 0.01 -- --
9 Half round white glazed No 0.15 0.02 -- 0.02
10 Half round salt glazed stone ware
pipe in brick masonary M 0.10 0.02 31 --
11 White glazed earthenware wash
hand basin
No 0.10 0.01 -- --
12 White glazed earthenware Sink No 0.10 0.01 -- --
13 Nahani trap 8 cm or 10 cm dia No 0.10 0.01 -- --
14 Gully trap 15 x 10 cm with brick
chamber
No 0.55 0.01 52 0.05
15 Brick masonary inspection chamber
60 x 45 cm and 60cm depth with
cement plaster
No 2.33 0.35 350 0.194
16 Brick masonary inspection chamber
90 x 45 cm and 60cm depth with
cement plaster
No 3.53 0.054 527 0.3
17 Intercepting trap chamber 90 x 45
cm with brick masonary with cement
plaster
No 3.90 0.57 450 0.45
18 Circular manhole 45cm diameter at
top and 90cm at bottom and 1.80 to
2.70m depth with cement plaster
No 6.70 -- -- --
Sr.
No. Item Unit Cement in
Bags
19 Cast iron rain water pipe 75/100/150mm dia M 0.003
20 Asbestos cement rain water pipe 100/150 mm dia M 0.005
21 Case iron soil/waste water/vent pipe of 80/100/150 mm dia M 0.007
22 Asbestos cement soil/waste/vent pipe of 75/100/150 mm dia M 0.007
23 Salt glazed stoneware pipe 100 mm dia M 0.035
24 Salt glazed stoneware pipe 150 mm dia M 0.045
25 Salt glazed stoneware pipe 225 mm dia M 0.080
THEORITICAL REQUIREMENT OF MATERIALS OF
BLACK TOP ROAD ITEMS
(AS PER STANDARD SPECIFICATIONS)
Sr.
No Item Unit Asphalt
in Kg Coarse Aggregate 40mm
cum
25
mm
in
cum
20mm
cum
12mm
cum
10mm
cum
6m
m
cum
1 Providing 20mm
thick premix carpet
100
Sqm
156 - - - 1.83 0.90 0.15
2 Single coat surface
dressing on
prepared surface
(Most)
100
Sqm
120 - - 1.50
(19 mm
nominal)
- - -
3 Bituminous liquid
seal coat
100
Sqm
98 - - - - - 0.90
(6.70 mm)
4 Tack coat on WBM
surface
100
Sqm
100 - - - - - -
5 Tack coat on BT
surface
100
Sqm
50 - - - - - -
6
20 mm thick open
graded hot mix laid
carpet
100
Sqm
146 - - 1.80
(13.2
mm)
- 0.90
(11.20 mm)
-
7 75 mm thick
bituminous bound
macadam surface
100
Sqm
200 6.30
Hand
broken +
2.70
crushed
= 9.00
- - 1.80 - -
8 50 mm thick
bituminous bound 100 175 4.20
Hand
broken +
1.80
- - 1.20 - -
macadam Sqm crushed
= 6.00
9 Providing 50mm
thick semi grout
with seal coat
100
Sqm
Dose
275.00
Seal
coat
125.00
Total
400.00
6.00
-- -- 1.50 1.20 --
THEORITICAL MATERIAL REQUIREMENT
AS PER STANDARD SPECIFICATIONS
(REQUIREEMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIX
BRIDGE AND C.D.WORKS)
Sr.
No
Item Unit Cement
in bags
Screene
d sand in
Cum
Course Aggregate
40 mm
in Cum
20 mm
in Cum
12/10 mm
in Cum
1 Plain cement concrete 1:5:10 Cum 2.65 0.43 0.85 - -
2 Plain cement concrete 1:4:8 Cum 3.40 0.43 0.85 - -
3 Plain cement concrete 1:3:6 Cum 4.40 0.43 0.85 - -
4 Plain cement concrete 1:2:4 Cum 6.27 0.43 0.85 - -
5 M-10 grade concrete Cum 4.40 0.43 0.85 - -
6 M-15 grade concrete Cum 6.27 0.45 - 0.67 0.22
7 M-20 grade concrete Cum 7.10 0.45 - 0.67 0.22
8 M-25 grade concrete Cum 7.50 0.45 - 0.67 0.22
9 M-30 grade concrete Cum 8.00 0.45 - 0.67 0.22
10 M-35 grade concrete Cum 8.20 0.45 - 0.67 0.22
Sr.
No
Item Unit Cement
in bag
Screene
d sand
in Cum
Trap
Rubble
in Cum
Corner
Quins
in Nos
Trap
Header
in Nos
Khandki in
Nos
11 UCR masonry in CM
1:6 for head wall
including pointing in
CM 1:3
Cum 1.77 0.35 1.16 2 - -
12 Rubble filling behind
the abutment
Cum - - 1.20 - - -
RCC PIPES
SR.
No
Item Unit Cement in
Bag
Sand in
Cum
1 P & L cc pipes of NP-2 class / IRC Pipes of NP-3 Class
I 450 mm dia. M 0.12 0.009
II 600 mm dia. M 0.16 0.011
III 800 mm dia. M 0.22 0.015
IV 900 mm dia M 0.22 0.0154
V 1000 mm dia M 0.24 0.017
VI 1200 mm dia. M 0.26 0.018
THEORITICAL MATERIAL REQUIREMENT
M.O.S.T. 2000 EDITION AND DATA BOOK
( Grading Material shall be as per actual job mix formula wherever applicable)
1) Primer coat over Granular base (Table :500.1 page 19)
i) Low porosity surface such as wet mix 6 to 9 kg/10 Sqm
macadam and water bound macadam
ii) Medium porosity surface such as cement stabilized soil base 9 to 12 kg/10 Sqm
iii) High porosity surface such as grave base 12 to 15 kg/10 Sqm
2) Bituminous tack coat (Table : 500.2 page 22)
i) Normal bituminous surface 2.00 to 2.50 kg / 10 Sqm
ii) Dry and hungry bituminous surface 2.50 to 3.00 kg / 10 Sqm
iii) Granular surfaces treated with primer 2.50 to 3.00 kg / 10 Sqm
iv) Non bituminous surfaces
a) Granular base (Not primed) 3.50 to 4.00 kg / 10 Sqm
b) Cement concrete pavement 3.00 to 3.50 kg / 10 Sqm
3) Bituminous macadam with 3.30% bitumen by weight of total mix
A) Bitumen 72.43 Kg / Cum
B) Coarse aggregate 37.5 mm to 25 mm 0.212 Cum
C) Chipping 25mm to 10 mm 0.637 Cum
D) Fine aggregate 10 mm to 5 mm 0.354 Cum
5 mm & below 0.212 Cum
----------------------
1.415 Cum
4) Bituminous Penetration macadam (Table 500.6 page 29)
Compacted Bitumen coarse Key
thickness Aggregate Aggregate
50 mm 50 kg/ 10 m2 0.60 m3 /10m2 0.15 m3 / 10m2
75 mm 68 kg/ 10 m2 0.90 m3/ 10 m2 0.18 m3/ 10 m2
5) Built up Spray Grout (Excluding Primer / Tack coat) clause no. 506
A) Bitumen @ 15 kg /10m2 for each layer - 30 kg / 10m2
B) Coarse aggregate passing 53 mm 0.50 Cum/10m2 1.00cum/ 10m2
& retained on 2.80 mm for each layer
C) key aggregate Passing 22.4 mm 0.13 Cum /10m2 0.13 Cum / 10m2
Retained on 2.80 mm -------------------------
Total 1.13 cum /10 m2
6) Dense Graded Bituminous Macadam (Density 2.30)
Grading I ( 40 mm nominal size) with bitumen at 4.25% of total mix
(Excluding primer coat / tack coat) Clause No. 507
i) Bitumen 98.10 kg/cum
ii) 37.5 mm to 25 mm 0.324 Cum / Cum Total
iii) 25 mm to 10 mm
0.191 Cum / Cum
1.445 Cum/ Cum
iv) 10 mm to 4.75 mm 0.28 Cum/ Cum
v) 4.75mm & below 0.65 Cum/ Cum
vi) Filler – 2% of weight of aggregate
7) Surface dressing (Table 500.20 page 53)
a) 19mm nominal size Bitumen Stone chipping
i) Single coat surface dressing or 1st coat 12.00 kg/10m2 0.15 Cum/10m2
of two coat surface dressing
b) 13mm nominal size
ii) single coat surface 10.00 kg/10m2 0.10 m3/10m2
dressing or 1st coat of two coat surface dressing
8) Open graded premix carpet 20mm thick (Table 500.23 page 57 clause no.511
i) 13.20 mm stone chipping 0.18 m3/10m2 total chipping
0.27m3/10m2
ii) 11.20 mm stone chipping 0.09 m3/10m2
iii) Binder (Bitumen) for 13.20 mm chipping 9.50kg / 10m2 Total Bitumen
iv) Binder (Bitumen) for 11.2 mm chipping 5.10 kg / 10m2 14.60 kg /10 Sqm
9) Bituminous Concrete (Excluding primer /tack coat with cement filler)
Density 2.35 Data Book bitumen content at 5%
Grading I (19 mm nominal sixe)
i) 20 mm to 10 mm 0.522 m3/ cum
ii) 10 to 05 mm 0.343 m3/ cum Total Aggregate
iii) 5 mm & below 0.597 m3/ cum 1.462 Cum/Cum
iii) Filler @2% of weight of aggregate
iv) Bitumen at 5% 117.80 kg/m3
10) Seal coat Type A Liquid seal coat clause no 513
i) Stone chipping 6.70 mm 0.09 m3/10m2
passing 11.20 mm & retained on 2.36 mm
ii) Bitumen 9.80 kg/ 10m2
11) Providing and applying premixed seal coat type “B” Clause no 513
i) Sand or grit passing 2.36 mm and 0.060 m3/10 m2
retained on 180 micron
ii) Bitumen 6.80 kg /10 m2
THEORITICAL MATERIAL REQUIREMENT
M.O.S.T. 2000 EDITION AND DATA BOOK
(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIX FORMULA BRIDGES AND CULVERTS)
SR.
NO
ITEM UNIT CEMEN
T IN
MT
COARSE
SAND IN
M3
COURSE AGGREGATE
40
mm
in M3
20
mm
in m3
10
mm
in m3
1 PCC/RCC in open foundation
a) PCC m 15 b) PCC m 20 c) PCC m 25 d) PCC m 30
m3
m3
m3
m3
0.275
0.34
0.40
0.405
0.45
0.45
0.45
0.45
0.54
0.36
0.36
0.36
0.27
0.36
0.36
0.36
0.09
0.18
0.18
0.18
2
a) RCC M-20 b) RCC M-25 c) RCC M-30 d) RCC M-35
m3
m3
m3
m3
0.35
0.403
0.407
0.422
0.45
0.45
0.45
0.45
-
-
-
-
0.54
0.54
0.54
0.54
0.36
0.36
0.36
0.36
3 a) RCC Well Curb
i) RCC M20 ii) RCC M25
iii) RCC M30
iv) RCC M35
v) RCC M40
m3
m3
m3
m3
m3
0.347
0.403
0.407
0.422
0.430
0.45
0.45
0.45
0.45
0.45
-
-
-
-
-
0.54
0.54
0.54
0.54
0.54
0.36
0.36
0.36
0.36
0.36
b) Well Staining
i) RCC M-20 ii) RCC M-25 iii) RCC M-30 iv) RCC M-35 v) RCC M-40
m3
m3
m3
m3
m3
0.347
0.403
0.407
0.422
0.430
0.45
0.45
0.45
0.45
0.45
-
-
-
-
-
0.54
0.54
0.54
0.54
0.54
0.36
0.36
0.36
0.36
0.36
C) Bottom Plug
i) PCC M20 ii) PCC M25 iii) PCC M30 iv) PCC M35
m3
m3
m3
m3
0.37
0.40
0.405
0.420
0.45
0.45
0.45
0.45
0.36
0.36
0.36
0.36
0.36
0.36
0.36
0.36
0.18
0.18
0.18
0.18
d) Top & Intermediate plug
i) PCC M20 ii) PCC M25
iii) PCC M30
m3
m3
m3
0.344
0.40
0.405
0.45
0.45
0.45
0.36
0.36
0.36
0.36
0.36
0.36
0.18
0.18
0.18
SR.
NO
ITEM UNIT CEMEN
T IN
MT
COARSE
SAND IN
M3
COURSE AGGREGATE
40
mm
in M3
20
mm
in m3
10
mm
in m3
e) Well cap in RCC & Pile cap in RCC
i) RCC M20 ii) RCC M25 iii) RCC M30 iv) RCC M35
m3
m3
m3
m3
0.340
0.403
0.407
0.422
0.45
0.45
0.45
0.45
-
-
-
-
0.54
0.54
0.54
0.54
0.36
0.36
0.36
0.36
4 a) PCC for Substructure
i) PCC M- 15 grade ii) PCC M- 20 grade
iii) PCC M- 25 grade iv) PCC M- 30 grade v) PCC M- 35 grade
m3
m3
m3
m3
m3
0.275
0.344
0.400
0.405
0.419
0.45
0.45
0.45
0.45
0.45
0.54
0.36
0.36
0.36
0.36
0.27
0.36
0.36
0.36
0.36
0.09
0.18
0.18
0.18
0.18
b) RCC for Substructure
i) RCC M-15 grade ii) RCC M-20 grade
iii) RCC M-25 grade iv) RCC M-30 grade v) RCC M-35 grade vi) RCC M-40 grade
m3
m3
m3
m3
m3
m3
0.275
0.347
0.403
0.407
0.422
0.430
0.45
0.45
0.45
0.45
0.45
0.45
0.54
-
-
-
-
-
0.27
0.54
0.54
0.54
0.54
0.54
0.09
0.36
0.36
0.36
0.36
0.36
5 a) RCC Superstructure
a) RCC M-20 grade b) RCC M-25 grade c) RCC M-30 grade d) RCC M-35 grade e) RCC M-40 grade
m3
m3
m3
m3
m3
0.347
0.400
0.407
0.422
0.430
0.45
0.45
0.45
0.45
0.45
-
-
-
-
-
0.54
0.54
0.54
0.54
0.54
0.36
0.36
0.36
0.36
0.36
b) RCC Main cross Girder Diaphragms
a) RCC M 20 b) RCC M 25
c) RCC M30 d) RCC M35 e) RCC M40
m3
m3
m3
m3
m3
0.347
0.400
0.407
0.422
0.430
0.45
0.45
0.45
0.45
0.45
-
-
-
-
-
0.54
0.54
0.54
0.54
0.54
0.36
0.36
0.36
0.36
0.36
c) Prestressed concrete
a) M-35 grade b) M-40 grade
m3
m3
0.422
0.430
0.45
0.45
-
-
0.54
0.54
0.36
0.36
SR.
NO
ITEM UNIT CEMEN
T IN
MT
COARSE
SAND IN
M3
COURSE AGGREGATE
40
mm
in M3
20
mm
in m3
10
mm
in m3
6
RCC Wearing Course & Approach slab
a) RCC M-15 grade b) RCC M-20 grade c) RCC M-25 grade d) RCC M-30 grade e) RCC M 35 grade f) RCC M 40 grade
m3
m3
m3
m3
m3
m3
0.300
0.350
0.375
0.400
0.413
0.425
0.45
0.45
0.45
0.45
0.45
0.45
-
-
-
-
-
-
0.67
0.67
0.67
0.67
0.67
0.67
0.22
0.22
0.22
0.22
0.22
0.22
PUBLIC WORKS CIRCLE, RATNAGIRI
CIRCULAR FOR BLOCK ESTIMATE RATES FOR 2014-2015.
BUILDINGS
The rates to be adopted for different buildings work in block plans and
estimates for the year 2014-2015 (with effect from 14/8/2014) are shown
in the statement below for guidance. These rates may be considered for
normal provisions of the items mentioned against each rate. These rates
basically cover work portion only. Other usual lumpsum or on percentage
basis provisions like contingencies, electrification, work charge estt. &
sanitary arrangements, internal furniture, solar power, air conditioning, rain
water harvesting, compound wall, street lights, vehicle sheds etc shall be
made separately.
Sr. No Type of Building Unit Cost per Sqm
1 Administrative Buildings Plinth Area in Sqm 22500/-
2 Residential Buildings Plinth Area in Sqm 23000/-
PUBLIC WORKS CIRCLE, RATNAGIRI
CIRCULAR FOR BLOCK ESTIMATE RATES FOR 2014-2015.
ROADS & BRIDGES
The rates to be adopted for different roads & bridges work in block plans and estimates for the year
2014-2015 (w.e. from 14/8/2014) are shown in the statement below for guidance. These rates may
be considered for normal provisions of the items mentioned against each rate. These rates basically
cover work portion only. Other usual lumpsum provisions i.e. contingencies, work charge
establishment, quality control charges, turnover tax etc. may be considered separately as usual.
Sr.
No. Item Unit Rates
(Rs.in lakhs)
1 ROAD WORKS
A-1 New Roads (Earth work+WBM+BBM+Carpet+Seal Coat)
a V.R. Standard Road (3.00 m B.T.) Per Km 40.00
b M.D.R. Standard Road (3.75 m B.T.) Per Km 48.00
c S.H.Standard Road( 5.50 m B.T.) Per Km 60.00
A-2 Improvements of Road
a Improvement from Single Lane to 1.50 lane(5.50m) with formation widening (WBM + BBM + Carpet + Seal Coat)
Per Km 50.00
b Improvement from Single Lane to 1.50 lane(5.50m) without formation widening (WBM + BBM + Carpet + Seal Coat)
Per Km 42.00
A-3 Strengthening & Black Topping (WBM + BBM + Carpet + Seal Coat)
a 3.00 m width Per Km 24.00
b 3.75 m width Per Km 30.00
c 5.50 m width Per Km 38.00
A-4 Renewal by B.T. (BBM + Carpet + Seal Coat)
a 3.00 m width Per Km 20.00
b 3.75 m width Per Km 25.00
c 5.50 m width Per Km 32.00
A-5 Renewal by B.T. (Carpet + Seal Coat)
a 3.00 m width Per Km 11.00
b 3.75 m width Per Km 14.00
c 5.50 m width Per Km 20.00
A-7 Renewal by 50mm BM+20mm Carpet & seal coat 5.50 M Per Km 38.00
A-8 Renewal by 50mm BM+25mm Carpet & seal coat 7.00 M Per Km 55.00
A-9 Renewal by 50mm BM+25mm Carpet & seal coat 5.50 M Per Km 42.00
A-10 Renewal by 50mm BM+25mm Carpet & seal coat 3.75 M Per Km 30.00
High Embankment Approaches of Bridge
S.H.Standard Per Km 200.00
ODR/MDR Standard Per Km 170.00
V.R. Standard Per Km 150.00
Sr. No. Item Unit Rates
(Rs. in lakhs)
B BRIDGES, C.D.WORKS, CAUSEWAY, SAKAVS.
A Double lane Creek Bridge with well foundation Rmt 11.00
B Double lane Bridge with well Foundation other than
Creek Bridge
Rmt 8.00
C Single Lane Bridge with Open Foundation Rmt 3.00
D Double lane Bridge with Open Foundation Rmt 4.30
E Single lane bridge with Raft Foundation Rmt 4.00
F Double lane bridge with Raft Foundation Rmt 6.50
G Double Lane Bridge with pile foundation Rmt 7.50
H Single lane Bridge with Pile Foundation Rmt 4.50
I Box Cell- Two lane Rmt 6.00
J Causeway 7.5 m wide Rmt 1.50
K C.D.Works
a) 900 mm dia NP3 Single Row each 1.60
b) 1200 mm dia NP3 Single Row each 2.00
L R.C.C. Sakav
a) 1.20 m wide Rmt 0.80
b) 2.00 m wide Rmt 1.25
c) 2.50 m wide Rmt 1.75
d) 4.25 m wide Rmt 2.75
STATEMENT-A- 1 Material Master
Sr. No.
Perticulars Unit Rate 14-15
1 Cement MT 7200.00
2 Mild Steel MT 50450.00
3 TMT Bar reinforcement FE 500 (other than Tata Tiscon)
MT 49040.00
4 T.M.T. Bars FE 500(CRS FE 500 D Tata Tiscon, HCRM From SAIL)
MT 56300.00
5 Structural Steel
5a a) MS Angles MT 49500.00
5b b) MS Channels MT 53333.00
5c c) MS Beams MT 53333.00
5d d) MS Flats ( 50 x 6mm to 150x12mm ) MT 53333.00
5e e) MS Plates MT 56760.00
6 Bitumin Bulk 30 / 40 MT 57768.00
7 Bitumin Bulk 60 / 70 MT 54035.00
8 Bitumin Bulk 80 / 100 MT 53005.00
9 Bitumin Pack 30 / 40 MT 61758.00
10 Bitumin Pack 60 / 70 MT 58026.00
11 Bitumin Pack 80 / 100 MT 56996.00
12 Bitumin Emulsion (for Tack Coat) MT 41707.00
13 High tensile Steel For Prestressing MT 79500.00
14 Empty cement bags No 5.00
15 Tubular hollow sections (square, circuler) for decorative work, trusses etc
MT 67000.00
16 Crushed sand (Artificial Sand approved by Authorised Laboratory) including VAT 5%
Cum 1670.00
Material Master : P.W. Circle Ratnagiri.
Sr.No. Perticulars Unit Rate 14-15
Building Excavation.
17 FUSE NO 45.00
18 BLASTING POWDER KG 140.00
19 SOFT MURUM CUM 250.00
20 Hard murum CUM 250.00
21 TR.RUBLE 15-23CM. CUM 500.00
22 Quarry spauls CUM 275.00
Pile foundation
23 Admixture for Concrete Kg. 115.00
24 Bentonite M.T. 25000.00
Structural Steel Work.
25 Nut bolts washers 12mm dia 45mm long No. 15.00
26 Nut bolts washers 12mm dia 75mm long No. 24.00
27 Steel for structural work General MT 68500.00
28 Welding Rod / Electrodes No. 6.00
29 MS Screws 35mm dia 75mm long 100 No 88.00
PCC / RCC Work
30 Sand ( Screened) Cum. 1250.00
31 Trap Metal 40 mm (hand broken blasted) Cum. 650.00
32 Trap Metal 40 mm (Crushed) Cum. 760.00
33 Trap Metal 20 mm (crushed) Cum 990.00
34 Trap Metal 12mm/ 10 mm (crushed) Cum 990.00
35 Fine Aggregate Cum 500.00
36 Stone dust Cum 440.00
37 J.W. Planks in general Cum 55555.00
38 Fan hook box No. 55.00
39 Rectangular M.S. Sheet Box 2mm th 180x100mm No 40.00
40 Binding Wire Kg 63.00
41 Plastic cover blocks No 4.00
42 RCC Jali 50 mm tk. Sqm 325.00
43 Centering Oil Litre 50.00
Melamine based admixture
44 Plastisizer Liter 65.00
45 Super Plastisizer Liter 135.00
Brick / Stone / Hollow Block Masonary.
46 Fly ash bricks 230 x 150 x 75mm No 15.00
47 II nd class burnt bricks No 7.00
48 Uncourced Rubble stone Cum 500.00
49 Corner stone No 50.00
50 TR.Rubble 15-23 cm Cum 500.00
51 TR.Header/Through Stone No 90.00
52 khandkies No 50.00
53 Laterite stone 75x25x20cm No 30.00
54 Laterite stone45x22x20cm No 27.00
55 Laterite stone 35x27.5x17.5cm No 40.00
56 Hollow blocks M15 6"x8"x12" No 25.00
57 Hollow blocks M15 4"x8"x16" No 25.00
58 Siforex Block100 x600 x 200 No 115.00
59 Siforex Block150 x600 x 200 No 120.00
60 AAC (Autoclaved Aerated Concrete ) block 625 x 200 x 075
No 53.00
61 AAC (Autoclaved Aerated Concrete ) block 625 x 200 x 100
No 71.00
62 AAC (Autoclaved Aerated Concrete ) block 625 x 200 x 125
No 88.00
63 AAC (Autoclaved Aerated Concrete ) block 625 x 200 x 150
No 106.00
64 AAC (Autoclaved Aerated Concrete ) block 625 x 200 x 200
No 141.00
65 AAC (Autoclaved Aerated Concrete ) block 625 x 200 x 230
No 162.00
66 E-mix Jointing morter for AAC brick Bags 750.00
Water proofing..
67 Waterproofing compound Kg 85.00
68 Bitumen (compound) Kg 70.00
69 Kerosine Litre 30.00
70 Firewood heating bitumin Kg. 5.00
71 Brick -Bats Cum 883.00
72 Polymerised water proof Compound Litre 346.00
73 Tar Felt BH ISI 3mm th Sqm 105.00
74 Shahabad Stone 50mm th Sqm 280.00
Expansion Joints.
75 Bituminious pad 25 mm thk./ AC-FLEXI BOARD Sqm. 900.00
76 CCTW PURLINS /PLANKS Cum 115140.00
77 GI screws 75mm Doz 40.00
78 G.I.Screws ( Couch ) 50 mm. Gross. 304.00
79 G.I. Screw 40 mm. Doz 27.00
80 G.I.Screws ( Couch ) 25 mm. Doz 11.00
81 Alluminium Strips Kg. 250.00
82 Alluminium Hold Fast No. 45.00
83 Bitumen joint filler/ ACPOLYSEAL Kg. 35.00
84 Lead Pipe /Plate Kg. 220.00
85 Chicken mesh jali sqm 100.00
86 Fly proof Jalli sqm 150.00
Plastering / Flooring.
87 Wall care putty (cement based) Kg. 110.00
88 Pigment for tiles Kg. 110.00
89 Neeru Kg. 20.00
90 European stonecrete plaster Sqm 450.00
91 WHITE / colour CEMENT Kg. 30.00
92 ROUGH SHAHABAD (25 to 30 mm. th.) Sqm 215.00
93 POLISHED SHAHABAD 25 to 30mm.th. Sqm 260.00
94 POLISHED Tandoor 25 to 30 mm. th. Sqm 260.00
95 BK.KADAPPA (MACH CUT) 25 MM. TH. For Border Rmt 15.00
96 KOTA STONE 25-30 MM (Hand cut) Sqm 950.00
97 KOTA STONE (MACHINE CUT) 25 MM. TH. Sqm 950.00
98 PLAIN CEMENT TILES Sqm 165.00
99 CEMENT COLOUR TILES Sqm 185.00
100 WHILTE GLAZED TILES 15 x 15 CM. Doz 250.00
101 COLOURED GLAZED TILES 15 x 15 CM. Doz 300.00
102 WHITE GLAZED TILE 20 x 10 CM. No 25.00
103 COLOURED GLAZED TILE 20 x 10 CM. No 30.00
104 CERAMIC TILES 30 x 30 Cm Sqm 518.00
105 CERAMIC TILES 20 x 20 Cm Sqm 518.00
106 MOSAIC TILES Gray cement. Sqm 200.00
107 MOSAIC TILES White cement. Sqm 230.00
108 MARBLE MOSAIC TUKDA Kg. 15.00
109 WHITE MAKRANA MARBLE SLAB 25 M. Sqm 2691.00
110 WHITE MARBLE SLAB 25 M. Sqm 1600.00
111 GRANITE SUPER QUALITY WITH POLISHING Sqm 2600.00
112 KADAPPA 25 TO 30 MM. THICK Both side polished Sqm 480.00
113 BK. KADAPPA (MACH CUT) 25 MM.T H. One side polished
Sqm 400.00
114 BK. KADAPPA (MACH CUT) 40 MM.T H. one side polished
Sqm 400.00
115 MARBLE CHIPS Kg. 9.00
116 MARBLE POWDER Kg. 12.00
117 SYNTHETIC TILES Sqm 300.00
118 ADHESIVE (ROYAL MAKE) Bags 450.00
119 POLISH SHAHA. FOR STEPS (25 MM.) With nosing Sqm 660.00
120 POLISH TANDUR.FOR STEPS (25 MM.) with nosing Sqm 660.00
121 KOTAH STONE STEP (PLISHED) with nosing Sqm 1200.00
122 KADAPPA STONE STEP (PLISHED) with nosing Sqm 400.00
123 CHEQURED CEMENT TILES for steps with nosing Sqm 300.00
124 CHEQURED CEMENT TILES Sqm 200.00
125 COW DUNG. Kg. 30.00
126 Araldate ADHESIVE Kg. 70.00
127 READYMADE ADHESIVE Litre 200.00
128 Vetrified Tiles 600 mm x 600 mm Sqm 890.00
129 Vetrified Tiles 900 mm x 900 mm Sqm 1240.00
Wood finish
130 Linseed Oil Double Boiled Litre 190.00
131 Boiled linseed oil Litre 70.00
132 Bees Wax kg 70.00
133 Turpentine Litre 110.00
134 Varnish Litre 236.00
135 Spirit Litre 60.00
136 Chandras,Ral,Bansena' Lakh Litre 70.00
137 Coal Tar kg 22.00
138 Kerosine Solvent Litre 50.00
139 Malemine polish Litre 360.00
140 Thinner Litre 150.00
141 French polish Litre 165.00
Oil painting
141 Zinc Based Oil paint Litre 268.00
142 Alluminium Paint Litre 315.00
143 Red Oxide Paint Litre 170.00
144 Synthetic Paint Litre 250.00
145 Enamel Paint\Flat Paint Litre 286.00
146 Cement Paint Kg 35.00
147 White Lead Paint Kg 60.00
148 Primer For Plaster surface Litre 140.00
149 Primer For Wooden surface Litre 190.00
150 Seal Cement Primer Kg 10.00
151 Brush for Lettering No 60.00
152 Brush for Road Marking 5 cm No 80.00
153 Brush for Road Marking 8 cm No 140.00
154 Brush for Road Marking 10 cm No 194.00
155 Luster Paint Litre 265.00
156 Texture Paint Litre 700.00
White, Colour washing, Distempering
157 Neel Kg 140.00
158 Lime ( Un slacked ) Kg 30.00
159 Colour powder ( yellow earth ) KAAV Kg 30.00
160 Oil bound distemper Kg 125.00
161 plastic emulsion paint Kg 278.00
162 Acrylic washable emulsion Litre 278.00
163 Putty Kg 70.00
164 Saras Kg 50.00
165 Dry Distemper Kg 55.00
Wood work / Roofing and Ceilling.
166 Bamboo 25mm dia Rmt 7.00
167 Bamboo 50mm dia Rmt 12.00
168 Bamboo Matting 1.20 x 1.80 m Sqm 38.00
169 P.V.C. hand rail 40mm Rmt 72.00
170 P.V.C. hand rail 50mm Rmt 87.00
171 G. I. Screw ( 25 mm) Doz 10.00
172 GI screws 50mm Doz 18.00
173 GI screws 75mm Doz 18.00
174 GI screws 100mm Doz 22.00
175 GI screws 125mm Doz 44.00
176 Brass screws 25mm Doz 24.00
177 Brass screws 50mm Doz 30.00
178 Brass screws 75mm Doz 30.00
179 Brass screws 100mm Doz 30.00
180 Teak wood Planks up to 2.5m long Cum 132000.00
181 C.C.T.W. planks/Purlins in gen. Above 2.50m Cum 115140.00
182 Hard wood. planks/Purlins in gen. Above 2.50m Cum 55555.00
183 Malesia / Aasam wood Cum 0.00
184 Nails Kg 70.00
185 Decorative ply veneer 4mm th Sqm 695.00
186 Teak wood. Partical board single laminated 12mm th Sqm 580.00
187 Single Face Veneered Partical board 12 mm thick Sqm 580.00
188 Both Faces Veneered Partical board 12 mm thick Sqm 650.00
189 Single Face Veneered Partical board 20 mm thick Sqm 345.00
190 Single Laminated sheet partical board 20mm th Sqm 490.00
191 Double laminated partical board 12mm th Sqm 650.00
192 Partical Board 12mm th Sqm 280.00
193 wooden pegs No 10.00
194 M.S. Sheet 18 guage Sqm 417.00
Gypsum board panelling.
195 Gypsum board 12.5mm th Sqm 362.00
196 GI Channel size 27mm, 0.5mm th one flange 20mm & another 30mm
Rmt
38.00
197 GI Ceilling section 0.55mm th, knurled wedge 51.5mm, Flange width 26mm
Rmt
49.00
198 Jointing compound Kg 136.00
199 Paper Tape / Roll No 145.00
200 T.W. Balli 100 mm dia Rmt 81.00
201 Block board 25 mm thick Sqm 270.00
202 Jungle Wood bullies 85mm to 100mm Rmt 35.00
203 Aluminium rod 25 mm dia Rmt 80.00
204 Wood Beading Rmt 24.00
205 Bitumen to roof special grade(Bitumin compound) Kg 70.00
206 Dungree Cloth Sqm 25.00
207 C.G.I.Sheets 22(corrugated) B.W.G. 0.80mm MT 72000.00
208 C.G.I.Sheets 24(corrugated) B.W.G.0.63mm MT 72000.00
209 Ridge cap(plain G.I.)/zink 1mm th MT 72000.00
210 G.I.Sheets Plain 22G(1.2x1.8) Sqm 638.00
211 Plain G.I.Sheet 24G Sqm 604.00
212 A.C.Sheets 6mm tk.( corrugated) Sqm 182.00
213 A.C.Sheets (Trafford) 6mm tk. Sqm 220.00
214 A.C.Sheets Ridge Pair 228.00
215 A.C.Cowl Ventilator 100 mm No 275.00
216 Plain A.C.Sheets 4mm Tk. Sqm 130.00
217 A.C.Valley Gutter 60x15x23cm Rmt 156.00
218 G.I.Washer No 0.75
219 G.I.J hooks 6mm dia No 11.00
220 Bituminous Washer No 0.60
221 Bituminous Washer Kg 60.00
222 Plaster of paris board 45x45cm Sqm 308.00
223 Acoustic Board 60cmx60cm Sqm 250.00
224 Glass 5mm Tk. Sqm 451.00
225 Glass 6mm Tk. Sqm 560.00
226 Glass 3mm Tk. Sqm 323.00
227 Ribbed sheet Glass 3mm Tk. Sqm 290.00
228 G.I.Nut & Bolt Kg 156.00
229 Steel Nut 12 mm Dia. No 11.00
230 Steel Nut 16 mm Dia. No 12.00
231 White Fibre glass sheet 2mm th Sqm 369.00
232 Colour Fibre glass sheet 2mm th Sqm 383.00
Grid unilock Gypsum board false ceilling system size of grid 610mm x 610nn
233 GI main runner of size 45mm & 0.9mm th with 15mm flanges.
Rmt
56.00
234 Ceilling angle 25x10x0.5mm Rmt 35.00
235 Nylon sleeves
236 Connector spring clip No 8.00
PVC false ceilling
237 MS rectangular hollow section 38mmx25mm Rmt 120.00
238 M.S.Square tube 25mmx25mm Rmt 65.00
239 Rigid PVC multichember hollow section 6mmx250 mm Sqm 650.00
240 PVC Rowl plugs with 4" long screws No 8.00
241 Mangolare tiles class A-A No 15.00
242 Mangolare Ridge / Hip tiles No 45.00
243 Mangolare glass tiles No 334.00
244 Mangolare Pattern Cowl Vent No 66.00
Doors and Windows
245 BUTT HINGES IRON OXI. 90MM. No 20.00
246 But hinges iron oxidised 100 mm No 25.00
247 BUT HINGES IRON OXI. 125 MM. No 35.00
248 TOWER BOLT IRON OXI. 300 MM. No 85.00
249 TOWER BOLT IRON OXI. 250 MM. No 75.00
250 TOWER BOLT IRON OXI. 200 MM. No 75.00
251 ALDROP IRON OXI. 300 L (200MMDIA) No 145.00
252 SLIDING DOOR BOLT 300mm Cromium plated No 100.00
253 SLIDING DOOR BOLT300mm iron plated No 65.00
254 Aldrop 300 x 16mm chromium plated No 190.00
255 Tower bolt chromium plated 300mm No 80.00
256 Tower bolt chromium plated 250mm No 82.00
257 Tower bolt chromium plated 200mm No 76.00
258 Aldrop 300 x 16mm Alluminium No 185.00
259 Aldrop 300 x 16mm Stainless steel No 495.00
260 Handle 125 mm chromium plated No 48.00
261 Solid core flush door both faces veneered 35mm th Sqm 1776.00
262 Solid core flush door both faces veneered 32mm th Sqm 1500.00
263 Mortise lock superior No 1054.00
264 Black hinge No 20.00
265 Brass handle 125mm No 114.00
266 Brass double acting higes No 175.00
267 Brass oxi. Hinges 125mm No 180.00
268 Brass oxi. Hinges 100mm No 195.00
269 Brass oxi. Hinges 75mm No 144.00
270 Brass oxi. Tower bolt 300mm No 288.00
271 Brass oxi. Tower bolt 250mm No 230.00
272 Brass oxi. Tower bolt 200mm No 173.00
273 Brass oxi. Tower bolt 150mm No 127.00
274 Brass oxi. Aldrop 300x16mm No 886.00
275 Brass oxi. Sliding door bolt 300mm No 225.00
276 FRP Plain shutter 30mm Sqm 4097.00
277 FRP Plain shutter 35mm Sqm 4291.00
278 FRP Laminated shutter 30mm Sqm 4997.00
279 FRP Laminated shutter 35mm Sqm 5242.00
280 FRP shutter with wood finish 30mm Sqm 5688.00
281 FRP shutter with wood finish 35mm Sqm 7313.00
282 ROLLING SHUTTER 20 Guage Sqm 1721.00
283 HOUSING BOX TO ROLLING SHUTTER Sqm 1244.00
284 MECH. GEARBOX TO ROLLING SHUTT No 1978.00
285 BALL BEARINGS TO ROLLING SHUTTER Set 280.00
286 COLLAPSI GATE COMPL.WITH All accessorries Sqm 2152.00
287 ALLUMINIUM SHEET 24 B.W.G Sqm 345.00
288 Crimped wire net. Sqm 90.00
289 HANDLE IRON OXI. 150 MM. No 36.00
290 HANDLE IRON OXI. 125 MM. No 33.00
291 Hook and eye 225 MM.iron OXI No 70.00
292 Hook and eye 75 MM.iron OXI No 17.00
293 Hook and eye 225 MM.brass OXI No 70.00
294 Hook and eye 200 MM.brass OXI No 60.00
295 Hook and eye 225 MM.Alluminium No 40.00
296 Hook and eye 225 MM.Chromium plated No 30.00
297 Alluminium channel 62 x 34 mm Kg 200.00
298 Alluminium Shutter frame Kg 225.00
299 Glass sheet 5.5 mm Sqm 484.00
300 Rubber Gasket for alluminium sectn Rmt 48.00
301 Beading for Alluminium sections 14.00
302 Hold fast flat 300x40mm x 5 mm Kg 110.00
303 PV.C. Rigid extruted section of size 48 mm x 40mm Rmt 600.00
304 polymeric and bracket 6" x 9" No 55.00
305 polymeric reinforcement hinges No 27.00
306 PVC Hollow sections. 0.00
307 DWUF 302 size 24 x 59 mm for shutter Rmt 171.00
308 DWUF 312 size 24 x 100 mm for shutter Rmt 276.00
309 SPUF 101 size 20 x 200 mm for shutter Rmt 269.00
310 Corner L bracket of size 100x200mm No 37.00
311 DWUF 312 size 29 x 100 mm for shutter Rmt 300.00
312 SPUF 101 size 25 x 200 mm for shutter Rmt 265.00
313 Aluminium section for window / ventilator with powder coating
Kg 290.00
314 Alluminium louver clips No 50.00
315 Steel window/ vent. Without sashbar wt 22kg/sqm. Kg 50.00
316 Handle for steel window / 150 mm No 30.00
317 Stopper for steel window No 30.00
318 TOWER BOLT ALLUMINIUM 150MM. No 45.00
319 HANDLE ALLUMINIUM 125MM. No 30.00
320 RUBBER GASKET Rmt 20.00
321 ALLUMINIUM STAY 20mm No 35.00
322 ALLUMINIUM STAY 25mm No 40.00
323 ALLUMINIUM STAY 30mm No 45.00
324 TOWER BOLT ALLUMINIUM 75 MM. No 22.00
325 TOWER BOLT ALLUMINIUM 150 MM. No 40.00
326 TOWER BOLT ALLUMINIUM 200 MM. No 45.00
327 TOWER BOLT ALLUMINIUM 250 MM. No 60.00
328 Alluminium. HINGES 100 MM. No 45.00
329 Alluminium. HINGES 125 MM. No 50.00
330 Alluminium. HINGES 90 MM. No 22.00
331 Alluminium. HINGES 80 MM. No 18.00
332 Iron Hings Chromium plated 125mm No 34.00
333 Iron Hings Chromium plated 100mm No 25.00
334 Iron Hings Chromium plated 75mm No 20.00
335 Hinges Steel 125mm No 72.00
336 Hinges Steel 100mm No 65.00
337 Hinges Steel 75mm No 55.00
338 Hinges Powder coated 125mm No 45.00
339 Hinges powder coated 100mm No 25.00
340 Hinges Powder coated 75mm No 18.00
341 BEARING ROLLER -GL. WINDOW SHUTTER No 105.00
342 LOCKING ARANGEMENT SLIDING.SHUTTER No 52.00
343 Alluminium Shutter frame with powder coating Kg 295.00
344 Commercial plywood 4 / 6mm th Sqm 300.00
345 Commercial plywood 12mm th Sqm 475.00
346 Commercial plywood 16mm th Sqm 798.00
347 Aluminium clips 12mmx12mm Kg 220.00
348 Rubber lining for Alluminium member Rqm 14.00
349 F.R.P.Sheet 22BWG Sqm 1050.00
350 U.v. proff plastic sheet panes 3mmth Sqm 425.00
351 Clips for glass fixing Packet 20.00
352 Alluminium Grill Kg 275.00
353 Hold fast flat 300x40mm x 5 mm No 70.00
354 Hold fast for steel Gate No 24.00
355 Welded mesh 75 x 25 mm 11 Guage Sqm 198.00
356 Welded mesh 75 x 25 mm 13 Guage Sqm 190.00
357 Welded mesh 50 x 25 mm 11 Guage Sqm 212.00
358 Welded mesh 50 x 25 mm 13 Guage Sqm 200.00
359 Welded mesh 25 x 25 mm 11 Guage Sqm 236.00
360 Welded mesh 25 x 25 mm 13 Guage Sqm 162.00
361 Welded mesh 50 x 50 mm 11 Guage Sqm 188.00
362 Welded mesh 50 x 50 mm 13 Guage Sqm 174.00
363 XPM 23mm x 18G Sqm 120.00
364 Plastic jalli mosquito proof light Sqm 189.00
365 Plastic jalli mosquito proof madium Sqm 151.00
366 Plastic jalli mosquito proof Green Sqm 242.00
367 Iron jalli 6 x 6 opening Sqm 236.00
368 Steel Jalli Mosquito proof Sqm 358.00
369 Studs & Channel Assembly to fix board Sqm 276.00
Water supply And Sanitory Arrangements.
370 HDP UV Stabilised water storage tank Lit 4.30
371 Hemp Rope Kg 55.00
372 G.I.Pipe 15 MM Dia. Medium Rmt 108.00
373 G.I.Pipe 20 MM Dia. Medium Rmt 140.00
374 G.I.Pipe 25 MM Dia. Medium Rmt 186.00
375 G.I.Pipe 32 MM Dia. Medium Rmt 246.00
376 G.I.Pipe 40 MM Dia. Medium Rmt 290.00
377 G.I.Pipe 50 MM Dia. Medium Rmt 380.00
378 G.I.Pipe 80 MM Dia. Medium Rmt 590.00
379 G.I.Pipe 15 MM Dia. Heavy Rmt 120.00
380 G.I.Pipe 20 MM Dia. Heavy Rmt 155.00
381 G.I.Pipe 25 MM Dia. Heavy Rmt 210.00
382 G.I.Pipe 32 MM Dia. Heavy Rmt 268.00
383 G.I.Pipe 40 MM Dia. Heavy Rmt 311.00
384 G.I.Pipe 50 MM Dia. Heavy Rmt 418.00
385 G.I.Pipe 80 MM Dia. Heavy Rmt 673.00
386 G.I.Pipe 100 MM Dia. Heavy Rmt 974.00
387 UPVC pipe 15mm dia (10kg/sqcm) Rmt 37.00
388 UPVC pipe 20mm dia (10kg/sqcm) Rmt 49.00
389 UPVC pipe 25mm dia (10kg/sqcm) Rmt 73.00
390 UPVC pipe 32mm dia (10kg/sqcm) Rmt 98.00
391 UPVC pipe 40mm dia (10kg/sqcm) Rmt 120.00
392 UPVC pipe 50mm dia (10kg/sqcm) Rmt 158.00
393 UPVC pipe 63mm dia (10kg/sqcm) Rmt 251.00
394 PVC pipe 110 mm dia Rmt 180.00
395 PVC pipe 75 mm dia. Rmt 88.00
396 UPVC plug Bend 100mm No 104.00
397 UPVC trap 75 to 80mm dia. No 80.00
398 Brass 15 mm dia screw down bib/ stop cock No 227.00
399 Brass 20 mm dia screw down bib/ stop cock No 270.00
400 Brass 25 mm dia screw down bib/ stop cock No 330.00
401 Brass 15 mm dia wheeled stop tap No 324.00
402 Brass 20 mm dia wheeled stop tap No 437.00
403 Brass 25 mm dia wheeled stop tap No 647.00
404 Brass 32 mm dia wheeled stop tap No 995.00
405 Brass 40 mm dia wheeled stop tap No 1300.00
406 Brass 50 mm dia wheeled stop tap No 1850.00
407 Brass 65 mm dia wheeled stop tap No 3380.00
408 Brass 80 mm dia wheeled stop tap No 5820.00
409 Steel cromium Plated Stop tap with crutch 15mm dia No 149.00
410 Steel cromium Plated Stop tap with crutch 20mm dia No 215.00
411 Steel cromium Plated Stop tap with crutch 25mm dia No 275.00
412 Socket for 15 mm dia Tap No 16.00
413 Socket for 20 mm dia Tap No 24.00
414 Socket for 25 mm dia Tap No 32.00
415 Socket for 32 mm dia Tap No 49.00
416 Socket for 40 mm dia Tap No 61.00
417 Socket for 50 mm dia Tap No 102.00
418 Socket for 65 mm dia Tap No 168.00
419 Socket for 80 mm dia Tap No 245.00
420 PVC Socket 32mm No 6.00
421 Strainer 15mm No 113.00
422 Strainer 20mm No 165.00
423 Strainer 25mm No 248.00
424 Shower Rose Chro.Plated Brass 100mm No 132.00
425 Brass push button cock 15mm No 275.00
426 Brass half turn cock 25mm No 400.00
427 GI union 25mm No 97.00
428 Ball cock 15 mm dia P.V.C.float No 318.00
429 Mosquito proof coupling No 27.00
430 Mosquito proof nylon net Sqm 49.00
431 M.S.cover & Locking arrangement No 368.00
432 W.C. Pan white Glazed 625mm + trap No 1246.00
433 W.C. Pan White Glazed 625x450mm (Orrisa ) No 1095.00
434 W.C. Pan Colour Glazed 625x450mm (Orrisa ) No 1314.00
435 European type white glazed W.C. Pan 68 cm No 1320.00
436 European type Colour glazed W.C. Pan 68 cm No 1584.00
437 European W.GL.E.W. coupled closet with syphonic trap, flush tank 10 litre capacity.
No
9000.00
438 Anglo Indian type white glazed W.C. Pan orissa pattern. 2300
No
2375.00
439 Anglo Indian type white glazed W.C. Pan orissa pattern.2500
No
2427.00
440 black backelite seat No 600.00
441 White glazed Wash basin 45 x 30 cm No 640.00
442 White glazed Wash basin 55 x 40 cm No 920.00
443 White glazed Wash basin 63 x 45 cm No 1800.00
444 Colour glazed Wash basin 45 x 30 cm No 750.00
445 Colour glazed Wash basin 55 x 40 cm No 1104.00
446 Colour glazed Wash basin 63 x 45 cm No 1675.00
447 Fibre flushing tank for W.C. 10/12 Litre No 970.00
448 Fibre flushing tank for Urinals 5 Litre No 440.00
449 12 mm. Flexible inlet pipe … No 66.00
450 C.I. Manhole cover (85kg.) No 7447.00
451 C.I. steps for manhole No 50.00
452 C.I. cover 45 x 30 cm No 1664.00
453 C.I coupling 80mm No 250.00
454 T.W./C.I. Peg with T.W. plate No 20.00
455 Brass nozzle pillar tap 15mm No 275.00
456 Bottle trap No 864.00
457 CI brackets Pair 148.00
458 PVC Naltani Tap100 mm dia. No 114.00
459 UPVC Shoe 110 mm dia No 75.00
460 Clamps 100mm No 20.00
461 UPVc Shoe 75 mm dia No 46.00
462 Clamps 75mm No 16.00
463 UPVC 110 mm cowl dome No 41.00
464 UPVC 90 mm cowl dome No 36.00
465 UPVC 75mm cowl dome No 30.00
466 AC 75mm cowl dome No 60.00
467 AC 100mm cowl dome No 70.00
468 White Glazed Sink 0.6x0.2x0.45m No 1747.00
469 Sink Wh. glazed (45x20x30cm) No 1512.00
470 Sink Steel (60x45x25cm) No 5900.00
471 Sink Steel (40x30x25cm) No 2600.00
472 12mm dia. Cro. plated bib cock No 165.00
473 Trap & leadpipe upto 40mm d. No 152.00
474 C.I. Nahani Trap 100mm dia. No 310.00
475 Salt glazed s.w. gully trap No 108.00
476 CI cover with frame (Gully-Trap) No 346.00
477 Stone ware pipe 100mm dia. Rmt
196.00
478 Stone ware pipe 150mm dia. Rmt
250.00
479 Stone ware pipe 225mm dia. Rmt
330.00
480 Half round erth.ware pipe 100mm dia. Rmt
46.00
481 Spun yarn Kg
88.00
482 Water meter box with lock 15mm No
1430.00
483 Water meter box with lock 20mm No
2300.00
484 Water meter box with lock 25mm No
3255.00
485 Water meter 15mm dia with non R.valve No
1250.00
486 Water meter 20mm dia with non R.valve No
1300.00
487 Water meter 25mm dia with non R.valve No
1550.00
488 Towel rod with clamps (20mm dia.) No
495.00
489 Towel rod with clamps (16mm dia.) No
420.00
490 Belgium Mirror 45 x 55 cm No
360.00
491 Bracket cromium plated No
65.00
492 T.W. planks 50x25mm Rmt
45.00
493 White G. Pedestal for wash basin No
900.00
494 Colour G. Pedestal for wash basin No
1500.00
495 White glazed Lipped / Flat back urinal No
900.00
496 White glazed Urinal semi-stall type No
1200.00
497 Colour glazed Urinal semi-stall type No
1250.00
498 White glazed Urinal full-stall type No
3300.00
499 Colour glazed Urinal full-stall type No
4500.00
500 RCC NP-2 pipe 150mm dia Rmt
260.00
501 RCC NP-2 pipe 225mm dia Rmt
297.00
502 RCC NP-2 pipe 300mm dia Rmt
470.00
503 Collers NP-2 150mm No
26.00
504 Collers NP-2 225mm No
30.00
505 Collers NP-2 300mm No
47.00
506 Hume pipe septic tank 900mm Dia No
9000.00
507 Hume pipe septic tank 1200mm Dia No
11000.00
Miscellenous
508 Barbed Wire Kg 72.00
509 Chain link fencing 50mmx50mmx8G Sqm 164.00
510 Nut Bolts Kg 90.00
511 Copper tape 25mm x 3mm Kg 358.00
512 Copper upper terminal Kg 348.00
513 Earth Copper plate 300 x 300 mm & 3mm th Kg 358.00
514 Fedrum Kg 2880.00
515 Chloropynfos 20% EC Litre 220.00
516 Clorodone Kg 246.00
517 Coir string Kg 88.00
518 Maxphalt MT 10110.00
519 Mosquito proof nylon net Sqm 120.00
520 Nylon Rope Kg 186.00
521 Polycarbonate sheet for roofing 6mm th Sqm 1356.00
522 Polycarbonate sheet for roofing 8mm th Sqm 1614.00
523 Polycarbonate sheet for roofing 10mm th Sqm 2002.00
524 Precoated Sheet for roofing 0.5mm th Sqm 548.00
525 Precoated sheet for Ridge, Hip valley 0.5mm th Sqm 570.00
Road Work
526 Blasting Material Kg 130.00
527 Noble Dynamite Kg 84.00
528 Detonator No 12.00
529 Geletin Kg 125.00
530 Nipple for fastening detonate No 22.00
531 Red tape safety fuse Rmt 10.00
532 TR.RUBLE 15-23CM. CUM 500.00
533 Laterite Rubble 15-23Cm CUM 335.00
534 80mm trap metal Hand broken by Breking Bouldes CUM 500.00
535 60mm trap metal Hand broken by Breking Bouldes CUM 550.00
536 40mm trap metal Hand broken by Breking Bouldes CUM 650.00
537 Trap metal 40 mm (Blasted) H.B. CUM 800.00
538 80mm Laterite metal Hand broken by Blasting CUM 385.00
539 60mm Laterite metal Hand broken by Blasting CUM 385.00
540 Laterite metal 80 mm unblasted (Boulder) CUM 106.00
541 Laterite metal 60 mm unblasted (Boulder) CUM 106.00
542 Hard Murum CUM 155.00
543 Soft Murum CUM 150.00
544 Gravel CUM 50.00
545 Gravel at Nalla bed CUM 40.00
546 Crushed Trap metal 40mm CUM 760.00
547 Crushed trap metal 25mm CUM 990.00
548 Crushed trap metal 20mm CUM 990.00
549 Crushed Trap metal 12mm CUM 990.00
550 Crushed Trap metal 10mm CUM 990.00
551 Crushed Trap metal 6mm CUM 990.00
552 Stone Dust CUM 475.00
553 Quarry spalls (Trap rubble) CUM 275.00
554 Quarry spalls (Laterite rubble) CUM 250.00
555 Trap Header (17 x 22 x 60 to 75 cm) No 77.00
556 Laterite Header(17x22x60 to 75 cm) No 21.00
557 Fire Wood/ heating bitumen Qntl 500.00
558 Kerosene Litre 30.00
559 Themoplastic paint yellow Litre 300.00
560 Enamelled Paint / Flat Paint Litre 200.00
561 Lime slaked (fine lime) Kg 20.00
562 Red Powder (Geru) Kg 30.00
563 Neel Kg 180.00
564 Brush for road making 4 inch No 144.00
565 Synthetic paint (Enamel) Litre 180.00
566 Cost of water KL 66.00
567 125 micron impermieable membrane. Sqm 120.00
568 Joint sealant Kg 50.00
569 Sealent primer Kg 25.00
570 Plastic sheath 1.25mm th for dowel bars Sqm 216.00
571 Curing compound Litre 125.00
572 Premoulded joint filler 25mm th expansion joint Sqm 920.00
573 Retroreflective sheet Engineering grade Sqm 6890.00
574 Alluminium sheet 14Guage Kg 276.00
575 Compensation for earth taken from private land CUM 50.00
For Grading I Material
576 90 mm to 45 mm @ 1.21 cum per 10 sqm for compacted thickmess of 100 mm
CUM
546.00
577 Stone screening - Type A 13.20 mm @ 0.27 cum per 10 sqm
CUM
612.00
578 Binding Material - @ 0.08 cum per 10 sqm CUM 300.00
For Grading II Material
579 63 mm to 45 mm @ 1.21 cum per 10 sqm for compacted thickmess of 75 mm
CUM
546.00
580 Stone screening - Type A 13.20 mm @ 0.12 cum per 10 sqm
CUM
612.00
581 Binding Material - @ 0.08 cum per 10 sqm CUM 360.00
For Grading III Material
582 53 mm to 22.40 mm @ 0.91 cum per 10 sqm for compacted thickmess of 75 mm
CUM
546.00
583 Stone screening - Type A 13.20 mm @ 0.12 cum per 10 sqm
CUM 510.00
584 Binding Material - @ 0.08 cum per 10 sqm CUM 396.00
585 Cost of approved type of delineators from ISI No 819.00
586 Corrugated sheet, 3 mm thick "W" beam section railing 4.5 m in length
Kg
42.00
587 Channel post 150 x 75 x 5mm 1.80m long 3nos at 16.40Kg per m
Kg
42.00
588 Spacer 150 x 75 x 5mm channel 0.33m long 3nos at 16.40Kg per m
Kg
42.00
589 Add charges for Galvanising by Hot dip process. MT 13200.00
590 Nuts and bolts Kg 102.00
591 Hot applied thermoplastic compound Litre 285.00
592 Reflectorising Glass beads Kg 625.00
593 Granular material passing 5.6 mm sieve for bedding CUM 360.00
594 RCC Boundary stone 75 x 20 x 15 cm No 252.00
595 RCC Guard stone std size No 220.00
596 RCC Kilometer stone No 600.00
597 Bitumin primer Litre 90.00
Cross Drainage work / Sakav
598 NP2 PIPE 450MM DIA Rmt 772.00
599 NP2 PIPE 600MM DIA Rmt 1207.00
600 NP2 PIPE 800MM DIA Rmt 2042.00
601 NP2 PIPE 900MM DIA Rmt 2454.00
602 NP2 PIPE 1000MM DIA Rmt 2830.00
603 NP2 PIPE 1200MM DIA Rmt 4092.00
604 NP3 PIPE 600MM DIA Rmt 2302.00
605 NP3 PIPE 800MM DIA Rmt 3963.00
606 NP3 PIPE 900MM DIA Rmt 4417.00
607 NP3 PIPE 1000MM DIA Rmt 4955.00
608 NP3 PIPE 1200MM DIA Rmt 6770.00
609 NP4 PIPE 600MM DIA Rmt 2573.00
610 NP4 PIPE 800MM DIA Rmt 4610.00
611 NP4 PIPE 900MM DIA Rmt 5324.00
612 NP4 PIPE 1000MM DIA Rmt 6812.00
613 NP4 PIPE 1200MM DIA Rmt 8000.00
614 MS CHEQUERED PLATE 5 / 6mm th MT 8200.00
615 Sakaw fabrication Girder type Each 62500.00
616 Sakaw fabrication Truss type Each 8690.00
Bridge Works.
617 Earth compacted Cum 83.00
618 Sand bags No 19.00
619 Wooden ballies 8" dia & 9 m long No 338.00
620 Wooden ballies 2" dia for bracing Rmt 14.00
621 PTFE sliding guided plate bearing assembly 244 T No 61893.00
622 PTFE Fixed Pot bearing assembly 244 T No 59080.00
623 H.T. Strand @ 9.42vKg/m MT 53290.00
624 Bright metal Sheathing 0.30mm th duct ID 66 mm / 75mm Dia
Rmt 74.00
625 Bright metal Sheathing 0.30mm th duct 51mm Dia Rmt 57.00
626 Tube anchorage set( 12T13System) Per set 4043.00
627 Tube anchorage set( 7T13System) Per set 3257.00
628 Assembly of strip seal expansion joint Rmt 17968.00
629 Nut and bolt 16mm dia No 18.00
630 Nut and bolt 16mm dia Kg 87.00
631 Alluminium powder Gramms 165.00
632 Scraping Sand paper No 11.00
633 Steel Pipe 65mm dia Rmt 370.00
634 Elastomeric Premoulded Filler Rmt 6325.00
635 Bitumen joint filler Kg 51.00
636 Bitumin pad 18mm th Sqm 652.00
637 Bitumin pad 25mm th Sqm 1388.00
638 Bitumin pad 37mm th Sqm 1291.00
639 Marble Name plate Sqm 4000.00
640 Primer Lacquer for CPCC Litre 304.00
641 Finish Lacquer for CPCC Litre 338.00
642 Thiner for CPCC Litre 143.00
643 CPCC Inclusive Primer/Finish Lacquar & thiner Tonne 12600.00
644 Bituminous felt Sqm 42.00
645 Bituminous felt 20m long Roll 958.00
646 Tar paper Sqm 42.00
647 Elastomeric neoprene bearing pad (including testing ) CuCm 0.49
648 Lime stone dust MT 390.00
649 GI Bolt 10mm dia No 12.00
650 Galvanised MS flat clamp No 12.00
651 Grannular material / Rawali Cum 275.00
652 Trap metal 50mm ( Unblasted ) Cum 450.00
653 Rustiside/Rustolin Kg 87.00
654 Polyalk fixo-prime Kg 248.00
655 Polyalk E. P. Kg 199.00
656 Quartz Sand Kg 3.30
657 Sand double screened Cum 1500.00
658 Epoxy Kg 550.00
659 Epoxy mortor patch Sqm 2119.00
660 Ready mix Road marking paint Litre 271.00
661 Synthetic Polymer based Primer PolysafeBridges Litre 591.00
662 Synthetic Polymer based 1st coat PolysafeBridge Litre 686.00
663 Synthetic Polymer based 2nd coat PolysafeBridge Litre 741.00
664 Solvent Litre 159.00
665 Sand Blasting Sqm 45.00
666 Polymer based Primer PolysafeBuilding Litre 474.00
667 Polymer based 1st coat PolysafeBuilding Litre 526.00
668 Polymer based 2nd coat PolysafeBuilding Litre 578.00
669 Rustonil Rust remover cum phosphating Litre 398.00
670 Polysafe Plastone Litre 380.00
671 Fibre board 3mm th Sqm 302.00
Additional Material
1 Float Glass 4mm th Sqm 436.00
2 Float Glass 8mm th Sqm 872.00
3 Float Glass 12mm th Sqm 1307.00
4 Door Closer (Bricon England) No 889.00
5 Door Closer (Polo) No 1080.00
6 Door Closer (Fitji) No 956.25
7 Door Closer (Priya) No 466.88
8 Moulded Panel Door White Primer finished (Kalpataru) 30mm
Sqm 1634.22
9 Moulded Panel Door White Primer finished (Durian) 30mm Sqm 1719.00
10 Moulded Panel Door White Primer finished (GM/Shivani/Sankalp Etc.) 30mm
Sqm
1476.81
11 Bakelite Doors (Comman Type) 1.80 x 0.60 No. 956.25
12 Bakelite Doors (Comman Type) 1.80 x 0.75 No. 1293.75
13 Flush Door (Comman Type) 30mm Sqm 944.19
14 Flush Door (MR Grade ISI / Non ISI) 30mm Sqm 1065.24
15 Flush Door (Water Proof ISI) 30mm Sqm 1150.00
16 Floor Spring (Hemco 90 Kg Capacity) No. 1856.00
17 Floor Spring (Polo 95 Kg Capacity) No. 2475.00
18 Floor Spring (Polo 125 Kg Capacity) No. 3262.00
19 Mirror Glass (Modi / Saint Gonain/Asahi) 4 mm Sqm 786.00
20 Mirror Glass (Modi / Saint Gonain/Asahi) 5 mm Sqm 1065.00
21 Mirror Glass (Modi / Saint Gonain/Asahi) 6 mm Sqm 1174.00
22 Jaquar Continental Series (Bib Cock) No. 725.00
23 Jaquar Continental Series (Long Body) No. 1000.00
24 Jaquar Continental Series (Pillar Cock) No. 750.00
25 Jaquar Continental Series (2 in1 Bath Mixer) No. 3400.00
26 Jaquar Continental Series (Angle Cock) No. 700.00
27 Jaquar Florentine Series (Bib Cock) No. 1100.00
28 Jaquar Florentine Series (Pillar Cock) No. 1100.00
29 Jaquar Florentine Series (2 in1 Bath Mixer) No. 4200.00
30 Jaquar Florentine Series (Angle Cock) No. 1000.00
31 Showers (Kaveri) No. 281.25
31 Showers (Kaveri) No. 393.75
31 Showers (Kaveri) No. 489.38
32 Showers (Neiko) No. 253.13
32 Showers (Neiko) No. 405.00
33 Showers (Speed) No. 506.25
34 Showers (Speed) No. 675.00
35 Showers (Speed) No. 821.25
36 Brass aldrop (300mm) No. 915.75
37 Brass round latch (250mm) - Tadi patti No. 410.63
38 Brass tower bolt (300mm) No. 526.50
39 Brass handle (150mm) N0. 443.25
40 Brass door stopper No. 200.25
41 Brass hinge (5" x 12) No. 229.50
42 Brass screw (35 x 8) 1 Doz. 51.75
43 Brass Tower Bolt 250mm No 438.75
44 Brass Tower Bolt 200mm No 270.00
45 Brass Hinges 100 mm No 146.25
46 Brass Aldrop (200mm) No 444.35
47 Stainless Steel aldrop (300mm) No. 390.00
48 Stainless Steel round latch (250mm) - Tadi patti No. 75.00
49 Stainless Steel tower bolt (300mm) No. 120.00
50 Stainless Steel handle (150mm) N0. 300.00
51 Stainless Steel door stopper No. 60.00
52 Stainless Steel hinge (5" x 12) No. 60.00
53 Stainless Steel screw (35 x 8) 1 Doz. 25.00
54 Stainless Steel Tower Bolt 250mm No 100.00
55 Stainless Steel Tower Bolt 200mm No 80.00
56 Stainless Steel Hinges 100 mm No 47.00
57 Stainless Steel Aldrop (200mm) No 260.00
58 Chromium plated/Iron Oxidised aldrop (300mm) No. 155.00
59 Chromium plated/Iron Oxidised round latch (250mm) - Tadi patti
No.
57.00
60 Chromium plated/Iron Oxidised tower bolt (300mm) No. 100.00
61 Chromium plated/Iron Oxidised handle (150mm) N0. 40.00
62 Chromium plated/Iron Oxidised door stopper No. 40.00
63 Chromium plated/Iron Oxidised hinge (5" x 12) No. 40.00
64 Chromium plated/Iron Oxidised screw (35 x 8) 1 Doz. 20.00
65 Chromium plated/Iron Oxidised Tower Bolt 250mm No 83.00
66 Chromium plated/Iron Oxidised Tower Bolt 200mm No 67.00
67 Chromium plated/Iron Oxidised Hinges 100 mm No 31.00
68 Chromium plated/Iron Oxidised Aldrop (200mm) No 100.00
STATEMENT-A-2 Labour Master
Sr.No. Perticulars Unit Rate 14-15
1 Asphalt sprayer skilled Day 286.00
2 Assistant plumber skilled Day 283.00
3 Bandhani semiskilled Day 283.00
4 Barbender skilled Day 286.00
5 Beldar skilled Day 286.00
6 Below boy Day 279.00
7 Bhisti ( mixing / curing ) semiskilled Day 283.00
8 Blacksmith with tools second class Day 286.00
9 Boreman skilled Day 286.00
10 Breaker semiskilled Day 283.00
11 Carpenter first class skilled Day 600.00
12 Carpenter second class skilled Day 286.00
13 Chiseller semiskilled Day 283.00
14 Compressor operator / driver Day 286.00
15 Electrician Day 600.00
16 Engraver for lettering skilled Day 286.00
17 Excavator Heavy unskilled Day 279.00
18 Fabri., weld., drilling steps Day 286.00
19 Fitter first class with tools skilled Day 600.00
20 Fitter second class with tools skilled Day 286.00
21 Foreman skilled Day 600.00
22 Glazer with tools skilled Day 286.00
23 Gunman for gunitting Day 283.00
24 Head fitter with tools skilled Day 600.00
25 Helper unskiled Day 283.00
26 Hole driller semiskilled Day 283.00
27 Jack hammer operator Day 283.00
28 Khalashi / Diver Day 283.00
29 Laboratory assistant Day 283.00
30 Labour for Excavation in HR (unblast) Day 279.00
31 Labour for tile turning Day 283.00
32 Labour for traffic regulation Day 283.00
33 Lorry driver / mixer operator Day 600.00
34 Maistry skilled / Supervisor Day 600.00
35 Mason first class skilled Day 600.00
36 Mason second class skilled Day 286.00
37 Mazdoor for polishing Day 286.00
38 Mazdoor unskilled heavy / male Day 279.00
39 Mazdoor unskilled light / female Day 279.00
40 Mechanic Day 600.00
41 Minor or blaster semiskilled Day 286.00
42 Mukadam semiskilled Day 283.00
43 Navaghani Day 279.00
44 Painter ( white washer ) semiskilled Day 286.00
45 Painter first class skilled Day 600.00
46 Painter second class skilled Day 286.00
47 Plumber with tools skilled Day 600.00
48 Polishman semi skilled Day 286.00
49 Quarry man semiskilled Day 283.00
50 Skilled labour Day 286.00
51 Stonecutter with tools semiskilled Day 286.00
52 supervisor Day 286.00
53 Tar handler semiskilled Day 283.00
54 Tile turner semiskilled Day 286.00
55 Tinsmith with tools semiskilled Day 286.00
56 Tree cutter semiskilled Day 283.00
57 Vibrator operator skilled Day 286.00
58 Watchman Day 283.00
59 Welder / driller skilled Day 600.00
STATEMENT-A-3 Machinary Master
Sr.
No.
Perticulars Unit Rate 14-
15
Building Excavation.
1 AIR COMPRESSOR HOUR 723.00
2 WAGON DRILL DAY 1105.00
Pile foundation
3 Hire charges for empty boring,for Piles-325-500 mm.
Dia.
Rmt 357.00
4 Hire charges for empty boring,for Piles-500-600 mm. Dia. Rmt 432.00
5 Hire charges for empty boring,for Piles-600-750 mm. Dia. Rmt 536.00
6 Hire charges for empty boring,for Piles-750-900mm. Dia. Rmt 598.00
7 Hire charges for empty boring,for Piles-900-1050mm. Dia. Rmt 672.00
8 Hire charges for empty boring,for Piles-1050-1100mm. Dia. Rmt 784.00
9 Hire charges for empty boring,for Piles-1100-1200mm. Dia. Rmt 897.00
10 Bentonite pump Hour. 258.00
Structural Steel Work.
Chain and pully Day 205.00
Welding Machine Day 305.00
PCC / RCC Work
Concrete Mixer Hour 228.00
Vibrator Hour 132.00
Flooring
TILE POLISHING MACHINE Day 917.00
PAVING BLOCK MACHINE Day 2140.00
PLATE VIBRATOR Day 800.00
Road Work
18 Excavator (60.00 Cum/Hour ) Hour 1818.00
19 Hydraulic Exacavator of 1.00Cum bucket (CK-90) Hour 1818.00
20 Hydraulic excavator with rock breaker attatchment @ 6 cum per
hour
Hour 1818.00
21 Dozer D-50 A-15 Hour 2616.00
22 Dozer 80 HP with attachment Hour 2536.00
23 Dozer, 80 HP @ 30 cum per Hour Hour 2712.00
24 Dozer 80 HP for spreading @ 200 cum per hour Hour 2712.00
25 ROAD ROLLER (8 TO 10 TONNE) Hour 643.00
26 Water Tanker. 7.50MT Capacity Hour 625.00
27 Vibratory Roller Hour 2702.00
28 Motor grader 110HP/3.35m Blade Hour 1618.00
29 Hydraulic self propelled chip spreader both for aggregates & key
aggregate @ 1500 sqm per hour
Hour 1818.00
30 Front End Loader 1Cum Bucket Out put 60Cum/Hr Hour 1319.00
31 BOILER [ASPHALT] Hour 128.00
32 ASPHALT MIXER Hour 328.00
33 BOUSER Hour 270.00
34 BOUZER HEATING/SPPAYING ASPHALT MT 263.00
35 Conc batch mix plant 55cum/hour Hour 1900.00
36 Electric generator 100Kva Hour 1078.00
37 Electric generator 30Kva Hour 614.00
38 Conc Sensored paver Hour 2400.00
39 Tipper 10 tonne capacity T.Km 2.90
40 Road sweeper @ 1250 sqm per hour Hour 342.00
41 Mechanical broom @ 1250 sqm per hour Hour 342.00
42 Transit truck agitator T.Km 7.50
43 Conc joint cutting machine Hour 360.00
44 Pavement Breaker Hour 339.00
45 Texturing machine Hour 163.00
46 Tractor-trolley Hour 415.00
47 Truck 5.50 cum Capacity Hour 692.00
48 Tipper 5.50 cum capacity Hour 692.00
49 Tipper 10 tonne capacity Hour 580.00
50 Wet mix plant @ 75 tonne capacity per hour Hour 1759.00
51 Tractor Rotavator Hour 472.00
52 Paver finisher (Asphalting) Hour 1175.00
53 Paver finisher hydrostatic with sensor control 100THP Hour 2409.00
54 Plate compactor @ 35 cum per hour Hour 256.00
55 Emulsion pressure distributor @ 1750 sqm per hour Hour 745.00
56 Bitumen pressure distributor @ 1750 sqm per hour Hour 1000.00
57 HMP 40-60 @ 17 cum per hour output Hour 11500.00
58 HMP 30-40 Hour 8550.00
59 Kerb casting machine @ 50 metre/ hour for laying kerb and
channel
Hour 295.00
60 Road marking machine Hour 157.00
60a Drum Mix Plant Hour 835.00
Bridge works.
61 Crane with grab 1 cum capacity. Hour 614.00
62 Light crane 3 tonne capacity Hour 614.00
63 Hydraulic piling rig with power unit Hour 4042.00
64 Lift crane for lowering steel cage Hour 765.00
65 Bentonite pump Hour 255.00
66 Stressing Jack with pump Hour 145.00
67 Grouting Pump Hour 445.00
68 Mastic Cooker Hour 298.00
69 Bitumen Boiler 1500 litre Capacity Hour 743.00
70 Tractor Hour 390.00
71 Water Pump 5 TO 10 H.P. Hour 165.00
72 Water Pump 10 TO 15 H.P. Hour 239.00
73 Water Pump 3 H.P. Hour 105.00
74 Rent of Crane ( 12.5 M.T.) Hour 1135.00
75 Jack hammer without Operator Day 369.00
76 Rent of Floating Platform Day 192.00
77 Electric drill machine Day 217.00
78 Sand blasting machine with sand MT 445.00
79 Winch or Hoist Day 193.00
80 Gun for epoxy Grouting Day 334.00
81 Equipment for cutting trees Hour 115.00
82 Dumper 6 cum capacity with VTS (Vehicle Tracking System) Hour 2000.00
83 Asphalt Drum Mix Plant with SCADA Hour 3836.00
84 Batch Mix Type Hotmix Plant 80-120 TPH Capacity with
SCADA
Hour 8085.00
85 Wet Mix Plant 100 TPH Hour 1940.00
86 Wet Mix Plant 75 TPH Hour 1759.00
87 Inteligent Compactor with Compaction Analyser Hour 1123.00
88 Paver finisher Hydrostatic with sensor control 100 TPH Hour 2409.00
89 JCB 8 to 10 mt Day 6565.00
Quality Control Tests
& their frequency & limits for various construction materials
Sr.
No.
Materials & Tests. Specified Limit. Frequency.
1 CEMENT (OPC) 1) Initial setting time.
Not less than 30 minutes.
2) Final setting time. Not more than 600 minutes.
3) Fineness by dry
sieving
Residue not more than 10% on 90micron
sieve.
For each consignment
of 50 M.T. or part
thereof.
4) Specific gravity. 3.10 to 3.15
5) Compressive
strength. (in Kg/cm2.) 33 Grade 43
Grade
53 Grade
a) 3 days (+/- 1 hours) a) 160 230 270
b) 7 days (+/- 2 hours) b) 220 330 370
c) 28 days (+/- 1
hours) c) 330 430 530
6) Soundness by
Lechatelier apparatus.
Expansion not more than 10 mm.
2) SAND
1)Particle size. 100 % passing through 4.75 mm I.S.
sieve.
2) Silt content. Not more than 4%
3) Fineness modulus. 1) For concrete 2.6 to 3.6
2) For masonry and 1st coat of plaster.
Not more than 3.
3) For pointing & Iind coat of plaster
shall Not exceed 1.6
Tests should be
carried out in the
beginning and if there
is a change in source.
4) Bulkage. Bulkage will have to be determined for
applying correction to the qty. of sand as
and when necessary.
5) Moisture content. Will have to be determined to find
quantity of free water in sand.
Sr.
No.
Materials & Tests. Specified Limit. Frequency.
3) COARSE AGGREGATE
1) Gradation.
Size of metal. 100 % Passing
through sieve size
100 % Retained
on sieve size.
80 mm. 100mm 50 mm
60mm 80mm 50mm
50mm 60mm 40mm One test for per 100
Cubic metre
40mm 63mm 63mm (0%)
40mm 35 to 70 % 40mm (30 to
65% )
12.5mm 0 to 5% 12.5mm (95 to
100% )
40mm to 50mm. 63mm 25 mm
For Bituminus
Works
40mm Crushed Metal 50 mm 25 mm
25mm Crushed Metal 40 mm 20 mm
20mm Crushed Metal 25 mm 12.5 mm
12.5mm Crushed
Metal
20 mm 10 mm
10mm Crushed Metal 12.5 mm 6.3 mm
6.3 mm Crushed Metal 10 mm 4.75 mm .00 ton
For Concrete For Road work
(Heavy traffic)
2) Impact Value. Shall not exceed
45%
Shall not exceed
30%
3) Crushing value Shall not exceed
45%
Shall not exceed
17%
4) Los Angles
abrasion value
Shall not exceed
16%
Shall not exceed
50% (For WBM)
shall not exceed
17% (B.T. works)
At the beginning & if
there is change in
source.
5) Flakiness Index Shall not exceed
35%
Shall not exceed
15%
6) Water absorption Shall not exceed 5% Shall not exceed
5% For WBM
shall not exceed
1% for B.T. work
7) Specific Gravity Not specified Not specified
Sr.
No.
Tests Specified Limit. Frequency.
4) BRICKS I Class II Class
1) Water absorption
shall not exceed
20% 22%
2) Compressive
strength (Wet
condition)
32.8
kg/cm2
minimum
29.52 Kg/Cm2
minimum
3) Efflorescence NIL - When there is no perceptible
deposit of efflorescence
A set of 15 bricks for
50000 consignment or
part there of. Slight - When not more than 10% area is
covered with deposit
Serious - When there is heavy deposit of
salt accompanied by powdering or
flaking of surface.
5) CEMENT MORTER
CUBE
Propotion 28 days
Strength
1) Compressive
Strength for 28 days
01:03 127 to 211
kg/cm2
01:04 84 to 126
Kg/cm2
01:05 56 to 84 Kg/cm2
01:06 35 to 56 Kg/cm2
6) CEMENT MORTER
CUBE
Grade 7 days
(Min
kg/cm2)
28 days(Min
kg/cm2)
Quantity Min. No Of
Concrete of Samples
Cum.
1) Compressive
Strength
M100 70 100 1-5 1
M150 105 150 6-15 2
M200 135 200 16-30 3
M250 170 250 31-50 4
M300 200 300 50 & Above 4 plus
M350 235 350 additional samples for
each addition 0f 50
m3 or part there of
M400 270 400 1 Sample = 6 Cubes
Sr.
No.
Materials & Tests. Specified Limit. Frequency.
7 CEMENT
FLOORING TILES
1. Water absorption
2. Transverse strength
Shall not exceed 10 % Average wet shall
not be less than 3 N/mm2 (30kg/cm2)
6 tiles shall be tested
or every test for every
2000 tiles or part there
of.
8 SOIL/MURUM
1. Proctor Density
shall not be less than
2. C.B.R. Value
1.52 gm/cc for Embankment upto 3 mtr.
Height 1.6 gm/cc
for subgrade and earthen
shoulders/verges/backfill.
1.65 gm/cc for top 0.5 mtr. Height of
Embankment.
The Embankment shall be designed on
ascertaining the CBR value
One test per 1000 m3
or soil.
9 HARD MURUM
1) Gradation 95% passing through 80 mm seive size
2% passing through 25 mm seive size.
One test for
compaction of 1 layer
in one km. and every
change in source or
type of murum. 2) Plasticity Index Below 4
11 SOFT MURUM
1) Plasticity Index Below 8 One test for
compaction of 1 layer
in one km. and every
change in source or
type of murum.
13 BITUMEN 1) Penetration
To ascertain the correct grade of bitumen Two samples per lot
to be subjected to all
some tests as directed
by the Engineer.
14 BITUMINOUS MIX
1) Extraction
2) Marshall Stability
& Flow measurements
To check correct binder content as per
the tender.
Minimum stability 820 kg for SDBC
SDBC Minimum stability 900 kg for
DBM/BC Flow 2-4 mm
2 test for each 100
tonnes of mix subject
to a minimum of two
tests per day per plant.
For each 100 tonnes
of mix produced. A
set of 3 marshall
moulds to be prepared
and tested
Sr.
No. Name of Tests. Specified Limit. Frequency.
COARSE
AGGREGATE
1 Soundness Loss with Sodium - 12 % Max. Magnesium
Sulphate 18% Max.
Before approving the
aggregates and every
month subsequently.
2 Bulk Density
FINE AGGREGATE
3 CL2 & Sulphate content Sulphate content - 500 mg/Lt Cl 2 Content -
2000 mg/Lt. For P.C.C. 1000 mg/Lt.
For R.C.C.
4 Moisture content
5 Bulkage of sand
CONCRETE Grade Modules of rupture Of By
beam test min. Concrete
3 days
N/mm2
7 days N/mm2
6 Flexural Strength of
beam
1.2
1.5
1.7
1.9
2.1
2.3
2.5
1.7
2.1
2.4
2.7
3.0
3.2
3.4
2 beams/150 m3 or part
there of (one for 7 days
and other for 28 days) or
minimum 6 beams per
day's work whichever is
more.
SOIL MURUM
7 Sulphate & Chloride
Content
Suphate content - 500 mg/Lt
Chloride Content -
2000 mg/Lt. For P.C.C.
1000 mg/Lt. For R.C.C.
8 Mechanical analysis
BITUMEN Grade --> 30/40 60/70 80/100
9 Softening point 50-65 40-55 35-50 2 sample/lot to be
subjected to all or some
tests as directed by the
Engineers
10 Viscosity
11 Flash & fire point
(Minimum
min 175 min 175 min 175
12 Specific gravity
(Minimum)
min 0.99 min 0.99 min 0.99
13 Ductility (Minimum)
min 50cm.
min 75
cm.
min. 75 cm.
14 Mastic Hardness No. 60 to 80 at 250 C without coarse aggregate
10 to 20 at 250 c
after adding coarse
aggregate
WATER
15 PH Value
16 Sulphate & Chloride
Content
Sulphate content - 500 mg/Lt
Chloride Content -
2000 mg/Lt. For P.C.C.
1000 mg/Lt. For R.C.C.
Once for approval of
source of supply
subsequently in case
of doubt
WOOD
17 Density
18 Moisture content Roof and floors/weather Boards 20%
Joinery beams/staircase 16 % floors 12
%
At least 3 samples
from lots containing
upto 200 pieces
STEEL ANTI CORROSIVE TEST
19 Resistance to applied
voltage (1 Hr. test)
There was no sign of any coating failure
at cathode, due to evaluation of hydrogen
gas of any lasting at anode
20 Resistance to applied
voltage (30 days.test)
No under cutting of coating shall occur at
any holiday that develops during testing.
If no holiday developed during 30 days
single intentional hole of 6 mm. shall be
made in both cathod in anode then test
shall be continued for additional 24 hours
in which no under cutting shall occur
21 Thickness of coating Minimum thickness
CECRI - 200 - 400 Mic.
FBEC - 100 - 300 Mic.
CPCC - 125 Mic. Min.
Coating thickness
shall be tested at a
frequency of not less
than one full length
bar every twenty bars
for each size.
22 Chemical resistance
Test
The coating shall not blister, soften, lose
bond, nor development holiday during 45
days. The intentionally made holes shall
exhibit no under cutting during the 45
days period.
23 Hardness of coating
Test
Hardness of coating when measured
using a pencil hardness tester shall be
around 54 to 74
Sr.
No. Name of Tests. Specified Limit. Frequency.
COARSE
AGGREGATE
1 Soundness Loss with Sodium - 12 % Max. Magnesium
Sulphate 18% Max.
Before approving the
aggregates and every
month subsequently.
2 Bulk Density
FINE AGGREGATE
3 CL2 & Sulphate content Suphate content - 500 mg/Lt Cl 2 Content -
2000 mg/Lt. For P.C.C. 1000 mg/Lt.
For R.C.C.
4 Moisture content
5 Bulkage of sand
CONCRETE Grade Modules of rupture Of By
beam test min. Concrete
3 days
N/mm2
7 days N/mm2
Flexural Strength of
beam
1.2
1.5
1.7
1.9
2.1
2.3
2.5
1.7
2.1
2.4
2.7
3.0
3.2
3.4
2 beams/150 m3 or part
there of (one for 7 days
and other for 28 days) or
minimum 6 beams per
day's work whichever is
more.
SOIL MURUM
7 Sulphate & Chloride
Content
Suphate content - 500 mg/Lt
Chloride Content -
2000 mg/Lt. For P.C.C.
1000 mg/Lt. For R.C.C.
8 Mechanical analysis
BITUMEN Grade --> 30/40 60/70 80/100
9 Softening point 50-65 40-55 35-50 2 sample/lot to be
subjected to all or some
tests as directed by the
Engineers
10 Viscosity
11 Flash & fire point
(Minimum
min 175 min 175 min 175
12 Specific gravity
(Minimum)
min 0.99 min 0.99 min 0.99
13 Ductility (Minimum)
min 50cm.
min 75
cm.
min. 75 cm.
14 Mastic Hardness No. 60 to 80 at 250 C without coarse aggregate
10 to 20 at 250 c
after adding coarse
aggregate
WATER 15 PH Value
16 Sulphate & Chloride
Content
Suphate content - 500 mg/Lt
Chloride Content -
2000 mg/Lt. For P.C.C.
1000 mg/Lt. For R.C.C.
Once for approval of
source of supply
subsequently in case of
doubt
WOOD
17 Density 18 Moisture content Roof and floors/weather Boards 20% Joinery
beams/staircase 16 % floors 12 %
At least 3 samples from
lots containing upto 200
pieces
STEEL ANTI
CORROSIVE TEST 19 Resistance to applied
voltage (1 Hr. test)
There was no sign of any coating failure at
cathode, due to evaluation of hydrogen gas
of any lasting at anode
20 Resistance to applied
voltage (30 days.test)
No under cutting of coating shall occur at
any holiday that develops during testing. If
no holiday developed during 30 days single
intentional hole of 6 mm. shall be made in
both cathod in anode then test shall be
continued for additional 24 hours in which
no under cutting shall occur
21 Thickness of coating Minimum thickness
CECRI - 200 - 400 Mic.
FBEC - 100 - 300 Mic.
CPCC - 125 Mic. Min.
Coating thickness
shall be tested at a
frequency of not less
than one full length
bar every twenty bars
for each size.
22 Chemical resistance
Test
The coating shall not blister, soften, lose
bond, nor development holiday during 45
days. The intentionally made holes shall
exhibit no under cutting during the 45
days period.
23 Hardness of coating
Test
Hardness of coating when measured
using a pencil hardness tester shall be
around 54 to 74