07 Ratnagiri eBook 1415 TOC

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®úÉ¹]Åõ ¶ÉÉºÉxÉ ÊxÉªÉÉäVÉxÉ Ê´É¦ÉÉMÉ ÊxÉhÉÇªÉ Eò.b÷ÉåÊ´ÉEòÉ1089/|É.66/

ªÉÉäVÉxÉÉ/19 ¨ÉÆjÉÉ±ÉªÉ ¨ÉÖÆ¤É<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/Ê´É¨ÉÉ ´ÉºÉÖ±ÉÒ/+Ê¦É-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




BDA 1 to

3

C) Hard Murum & Boulder




Item No.& Item code


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



B) Hard Rock by Blasting



C) Hard Rock by Manual Method with wedging & chiselling


BDA 4 to

5


D) Hard Rock by Mechanical Means with hydraulic

excavator & Rock Breaker.



Item No.& Item code


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


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


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


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.


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.


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


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





Rmt 338.00 0.00





Rmt 350.00 0.00





Rmt 388.00 0.00


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


Rmt 446.00 0.00


Item No.& Item code


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


M.T. 69500.00 7165.00

Bd. C-5 Spec. No.:BDC - 5 Page No. 53

Item No.& Item code


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


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





M.T. 85750.00 8000.00


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





M.T. 93000.00 8000.00


Item No.& Item code


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.


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


Complete Labour


a) M-15 Cu. M. 5906.00 682.00

Bd. E -3 b) M-20 Cu. M. 6271.00 682.00


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.


a) M-15 Cu. M. 5573.00 587.00

Bd. E -4 b) M-20 Cu. M. 5874.00 587.00


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.


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


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


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)


complete)


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


Complete Labour


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)


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


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)


Item No.& Item code


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


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


complete)


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


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)


complete)


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


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).


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


Complete Labour


metal for R.C.C. waist slabs, steps and parapet as per

detailed drawings for staircases, including centering,



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


complete)


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


metal for R.C.C. pardi 75mm thick, including centering



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


complete)


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


Complete Labour


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)


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)


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


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


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


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


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


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)


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


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


Complete Labour


Item No.& Item code


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,


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



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


2a Providing Fly Ash Brick masonry converntional/I.S. type


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


Item No.& Item code


Complete Labour


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


3a Providing Fly Ash Brick masonry with conventional / I.S. type


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


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


4a Providing Fly Ash Brick masonry with conventional/I.S. type


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


Complete Labour


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


5a Providing Fly Ash Brick masonry with conventional/I.S. type


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


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


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,


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


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


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


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


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


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


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


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


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


Item No.& Item code


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


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


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


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


Item No.& Item code


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


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


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


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


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


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


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


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


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


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/-


(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



polymer jelly for second coat) to a neatly cleaned and dust

free concrete surface and upto 300 mm over parapet wall





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


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



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



polymer jelly for second coat) to a neatly cleaned and dust

free concrete surface and upto 300 mm over parapet wall





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


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)



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


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


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)


Sq.M. 880.00 80.00

Item No.& Item code


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


Item No.& Item code


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.


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


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.


a) in cement mortar 1:4 Sq. M. 247.00 164.00

Item No.& Item code


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


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


Item No.& Item code


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


9 Providing neeru finish to plaster surface in all position

including scaffolding and curing complete.

Sq. M. 21.00 8.00


10 Providing neeru finish to plaster surface for providing

finishing to ceiling including scaffolding and curing complete.

Sq. M. 35.00 14.00


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


12 Providing flush grooved pointing with cement mortar 1:3 to

brick masonry including scoffolding and curing complete.

Sq. M. 106.00 81.00


Item No.& Item code


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


15 Providing weathered pointing with cement mortar 1:3

stone/brick masonry including scaffolding and curing

complete.

Sq. M. 125.00 101.00


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


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


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


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


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.


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)


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


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


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.


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


Complete Labour


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)


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)


a) 148.5x148.5mm Sq. M. 750.00 230.00

Item No.& Item code


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)


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.


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.


a) 30x30cm. Sq. M. 810.00 230.00

b) 20x20cm. Sq. M. 760.00 230.00

Item No.& Item code


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.


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.


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.


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


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.


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


Sq. M. 501.00 132.00


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


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


Item No.& Item code


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.


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


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


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


Item No.& Item code


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


29 Providing hand polishing to dado, skirting including cleaning,

washing etc. complete as directed.

Sq. M. 50.00 36.00


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




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,



Sq. M. 730.00 266.00


Item No.& Item code


Complete Labour



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,



Sq. M. 814.00 277.00














Sq. M. 850.00 277.00


Item No.& Item code


Complete Labour












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


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


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


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


Complete Labour


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


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


Item No.& Item code


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


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.)


a) Perfect white marble. Sq. M. 3015.00 298.00


10%

Sq. M. 2337.00 298.00

Item No.& Item code


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


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


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


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


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


Sq.M. 460.00 140.00

Bd M 25 Spec. No. : Bd.M.25 Pg. No. 395

Item No.& Item code


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)


a) Perfect white marble. Sq.M. 2349.00 269.00


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


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


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


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


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


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


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


7 Providing and applying coal tar in----------- coat on previously

painted wood, including preparing the surface, scaffolding

etc. complete.

Item No.& Item code


Complete Labour


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


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


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


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


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


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.


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.


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


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.


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


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


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


Item No.& Item code


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


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


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


Item No.& Item code


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


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


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.


before use)

Sq.M. 79.00 16.00


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.


before use)

Sq.M. 97.00 20.00


Item No.& Item code


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.


before use)

Sq.M. 66.00 20.00


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.


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


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


Item No.& Item code


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


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


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


Sq.M. 59.00 26.00

Spec.No.: As directed by Engineer- in-charge.

Item No.& Item code


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.


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.


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


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.


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.


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.



Item No.& Item code


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.




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


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



a) Country cut teak Rmt 690.00 85.00

b) Hard wood Rmt 373.00 91.00

Item No.& Item code


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


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


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


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


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


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


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


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


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


Item No.& Item code


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


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


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.


a) 40mm size Rmt 141.00 35.00

BDQ-24 b) 50mm size Rmt 158.00 35.00

Item No.& Item code


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


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


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


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


Item No.& Item code


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


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


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


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


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


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


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


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


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


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


Item No.& Item code


Complete Labour

18 Providing and fixing C.C.T. wood battens _____ mm for

Mangalore tiled roof work with all iron works, scaffolding

etc. complete.


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


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


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


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


Item No.& Item code


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


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


26 Providing and dammering to roof one coat of Bitumen

(without cloth) including scaffolding etc.

Sq.M. 24.00 15.00


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


Item No.& Item code


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


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


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


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


Complete Labour


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


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


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


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


Item No.& Item code


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


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


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


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


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


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


Item No.& Item code


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


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


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


Item No.& Item code


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


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


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


Item No.& Item code


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


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


Item No.& Item code


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







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)





Item No.& Item code


Complete Labour

12 Providing and fixing C.T.W. Single leaf second class partly

panelled partly glazed door without ventilator adopting


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)





13 Providing and fixing C.T.W. double leaf 25 mm thick second

class plain planked door without ventilator adopting


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






Bd.T.-21 Spec. No.:BDT.-21. Page No.499

Item No.& Item code


Complete Labour

14 Providing and fixing C.T.W. single leaf 25 mm thick second

class plain planked door without ventilator adopting


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



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


Item No.& Item code


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)




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)





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)



Item No.& Item code


Complete Labour



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)




(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


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


& diametrer 20mm. (Including 3 coats of oil paint to wooden

surface and milenium polish to venere surface)


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)




Bd T 31 Spec.No.: Bd.T.31/Page No.502

Item No.& Item code


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


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


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


Complete Labour


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



& 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



c) FRP Door Shutters with wood finish 30 mm thick



d) FRP Door Shutters with wood finish 35 mm thick




Item No.& Item code


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


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


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



& diametrer 20mm.


(A) with mortise lock




(B) without mortise lock




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


Complete Labour




(B) without mortise lock




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


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.


(A) with 1.5mm thick P.V.C. Sheets


Item No.& Item code


Complete Labour



(B) with 0.80mm thick G.I.Sheets




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





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





locking arrangement and mechanical gear operation

arrangement and one coat of red lead primer etc. complete.

Sq.M. 2555.00 328.00


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


Complete Labour


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.




b) For 32 mm thick




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


Complete Labour

Spec. No.:BDT.-4. Page No.492

Bd. T. -4 a) Ventilator




b) Fanlight


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


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.


Sq.M. 2472.00 154.00


Item No.& Item code


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



Item No.& Item code


Complete Labour


(B) 30mm thick




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


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)





Item No.& Item code


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


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


Sq.M. 2885.00 458.00


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


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


Item No.& Item code


Complete Labour





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






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


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


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


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


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


Complete Labour


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)


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


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.


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


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


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


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


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


Item No.& Item code


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


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


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


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


Item No.& Item code


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


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.


Sq.M. 2167.00 478.00


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.


Sq.M. 2126.00 359.00


Item No.& Item code


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


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


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


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


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


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


WEATHER SHEDS

Item No.& Item code


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


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


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


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


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


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


Item No.& Item code


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


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


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


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


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


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


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


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


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


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)


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


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)


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


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.


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.


a)15mm. Diameter No. 1373.00 37.00

b)20mm. Diameter No. 1470.00 37.00

Item No.& Item code


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.


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


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


Item No.& Item code


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


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


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)


A) Coloured glazed first class

Item No.& Item code


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


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


Item No.& Item code


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


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 mmdia. 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


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


Item No.& Item code


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


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)


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)



Item No.& Item code


Complete Labour



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,


(Prior approval of sample and brand by Ex.Engineer is

necessary before use.)




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


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


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


Complete Labour


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.)



a) White glazed No. 849.00 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.


a) 600x450x200 mm. No. 2126.00 352.00

b) 450x300x200 mm. No. 1918.00 331.00

Item No.& Item code


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)


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


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


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


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.


a) 100 mm. Rmt 191.00 60.00

Item No.& Item code


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)


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)


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.


a) 75 mm.diameter No. 46.00 19.00

b) 90 mm. Diameter No. 62.00 19.00

Item No.& Item code


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.


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


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


Complete Labour


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


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


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


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


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


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


Complete Labour


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


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


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.


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.


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,


(Prior approval of sample by Ex. Engineer is necessary before

use.)

Litre 7.00 0.00

Item No.& Item code


Complete Labour


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.


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


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


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)


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


Item No.& Item code


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


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


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


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


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


NEW ITEMS

Item No.& Item code


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




charge


Rmt 183.00 78.00





charge


Rmt 216.00 78.00





charge


Rmt 265.00 78.00

5 Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC


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





charge


Rmt 501.00 78.00

Item No.& Item code


Complete Labour

7 Providing and laying in trenches 15 mm dai. CPVC pipe

including necessary excavation, fittings. Refilling trenches

etc. complete.


charge


Rmt 180.00 99.00



etc. complete.


charge


Rmt 200.00 99.00



etc. complete.


charge


Rmt 232.00 99.00



etc. complete.


charge


Rmt 302.00 99.00

11 Providing and laying in trenches 40mm dai. CPVC pipe


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


etc. complete.


charge


Rmt 524.00 99.00

Item No.& Item code


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


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


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


Complete Labour


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


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


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


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


Item No.& Item code


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


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


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


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


19 Dismantling doors and windows with frames and stacking

the materials as directed with all leads, lifts etc. complete.

No. 172.00 140.00


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


21 Dismantling ventilators and small windows with frame and

stacking the materials with all leads, lifts etc. complete.

No. 65.00 55.00


Item No.& Item code


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


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


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


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


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


Item No.& Item code


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


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


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


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


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


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


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


Complete Labour


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


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


38 Dismantling carefully the existing plain concrete, including

stacking the materials neatly within 50 meter lead as

directed.

Cu.M. 223.00 189.00


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


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


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


Complete Labour


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


43 Cutting holes in brick masonry walls to receive ends of

Girders of any size including scaffolding etc. complete.

No. 20.00 15.00


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


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


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


Item No.& Item code


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


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


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


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


Item No.& Item code


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


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



Sq.M. 1063.00 200.00




by weight Polymer of approved quality and make, cement

and washed river sand with required W.C. ratio for desired





Sq.M. 644.00 126.00




by weight Polymer of approved quality and make, cement

and washed river sand with required W.C. ratio for desired





Sq.M. 906.00 210.00

Item No.& Item code


Complete Labour


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




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.


Sq.M. 814.00 210.00






layer with w.c. ratio for desired consistancy, curing including


specification etc. complete.(With prior approval of


Sq.M. 1064.00 210.00


Item No.& Item code


Complete Labour





layer with w.c. ratio for desired consistancy, curing including


specification etc. complete.

(With prior approval of SERC)


Sq.M. 1214.00 236.00


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


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


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


Sq.M. 264.00 42.00


65 Providing and applying 25 mm thick coating of cement






Sq.M. 459.00 63.00

Item No.& Item code


Complete Labour


66 Providing and applying 50 mm thick coating of cement






Sq.M. 918.00 95.00


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


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


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


Complete Labour


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


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


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


Item No.& Item code


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


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


Item No.& Item code


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


Item No.& Item code


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


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


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).


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).


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


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


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


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.


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


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


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


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


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


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


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


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.


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)


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


i) M-20 Cu.M. 7877.00 413.00

Item No.& Item code


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


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.


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


Complete Labour

b)M-40 Cu.M. 9634.00 461.00


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)


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


1) 4 m 8m No. 48872.00 2974.00

2) 6m 12m No. 69130.00 4208.00

Item No.& Item code


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.


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.


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


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.


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


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


Item No.& Item code


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.


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)


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)


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


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


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


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


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


A) BOTTOM PLUG

a)M-20 Cu.M. 5570.00 414.00

Item No.& Item code


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


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)


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


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



C) T.M.T. FE 500, HCRM from SAIL CRS FE 500 D from TATA TISCON

i) Foundation 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)


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


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)


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


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


39 Providing and fixing Neoprene bearing as per standard specifications etc complete. (As per IRC-83 Part II)

Cu. Cm.

2.00 0.30


Item No.& Item code


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


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


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


44 Providing & fixing in position expansion joint with ----- bituminous pad as per detailed drawing etc. complete


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


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


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)


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


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


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


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


53 Providing and laying in situ cement concrete of trap metal for haunch filling including compacting curing complete.


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


Item No.& Item code


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.


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


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


a) on Bridge R.M. 1747.00 146.00

Item No.& Item code


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


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


Item No.& Item code


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


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


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


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


Item No.& Item code


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


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


Item No.& Item code


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


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


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


Complete Labour

(B) Sandy soil


b) Returns Cu.M. 109.00 43.00

c) Piers Cu.M. 289.00 43.00



(C) Perennial River or Stream


b) Returns Cu.M. 204.00 43.00

c) Piers Cu.M. 733.00 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.


Item No.& Item code


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.


a) 450 mm dia R.M. 1912.00 19.00

Item No.& Item code


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.


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


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


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


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


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


Item No.& Item code


Complete Labour






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


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


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


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


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


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


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


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




v) Diameter 1200 mm Rmt 8442.00 461.00

C) NP-4 for MSH&NH

i) Diameter 600 mm Rmt 3337.00 243.00


Item No.& Item code


Complete Labour



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,


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


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


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


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.


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


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)


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)


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


Complete Labour


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.


a) Static roller Cu.M. 55.00 24.00

b) Vibratory roller Cu.M. 70.00 24.00


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.


a) Static roller Cu.M. 58.00 6.00

b) Vibratory roller Cu.M. 76.00 6.00


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


Item No.& Item code


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)


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


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



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





Item No.& Item code


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


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)


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


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


Item No.& Item code


Complete Labour

VI) 40 mm metal Cu.M. 419.00 125.00


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


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


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


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


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


20

Supplying gravel at the road side, including conveying and

stacking etc. complete. Lead upto 50m. (Includig Royalty)

Cu.M. 222.00 122.00


Item No.& Item code


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


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.


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.


Item No.& Item code


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.


i) static roller Sq.M. 16.00 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.


i) Static roller Sq.M. 6.25 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)


Rd.64.

P-420

a) 40 mm Cu.M. 903.00 230.00

Item No.& Item code


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


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


Complete Labour


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


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)


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


Complete Labour




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


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


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


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


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


Complete Labour


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-


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


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


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


Item No.& Item code


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


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


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


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


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


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


Item No.& Item code


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


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


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


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


71 Providing 25mm thick premix bituminous carpet including


heating bitumen, applying tack coat at specified rate, mixing


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


heating bitumen, applying tack coat at specified rate, mixing


compacting etc. complete. By Bulk Asphalt (excluding tack

coat)

( Cold Mix with approval of S.E.)

ii) 30/40 Grade of Bitumen


Sq.M. 226.00 35.00

Item No.& Item code


Complete Labour

73 Providing 25mm thick HMHL bituminous carpet including


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


Sq.M. 215.00 30.00

74 Providing 25mm thick HMHL bituminous carpet including


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


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


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


Item No.& Item code


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)


Sqm 29.00 18.00

Item No.& Item code


Complete Labour

81 Compacting 50 mm thick full grout surface with power roller

including labour, use of plant etc. complete (Controlling Item.)


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


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.


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.


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


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 %


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.


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


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


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.


Grading I (19 mm nominal Size) Binder content 5% Cum 9426.00 46.00

Item No.& Item code


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.


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


Complete Labour


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.


Cum 10719.00 50.00

Item No.& Item code


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


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)


A) On WBM surface including picking the existing surface

a) 75 mm thick



b) 50mm



B) on B.T.Surface including Tack coat @50 kg/100 sqm

a) 75 mm thick



Item No.& Item code


Complete Labour

b) 50mm



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


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


Complete Labour


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


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


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


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


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


Item No.& Item code


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


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


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


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


Item No.& Item code


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


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








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


riveted and mounted on vertical post made out of 80mm NB


height of atleast 2.5 meters (IRC 67-2001) from the top of the







successful completion of the work Spec : As directed by the

Engineer-in-charge of work.

No 14610.00 1461.00

Item No.& Item code


Complete Labour

117 Fabricating, supplying and fixing Shoulder Mounted Signs of

1200 x 2700 mm size boards using retro-reflective ––






shown in the drawing. The board shall be on both faces with


riveted and mounted on vertical posts made out of 80mm NB


height of atleast 2 meters (IRC 67-2001) from the top of the







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.


Sq.M. 11725.00

Item No.& Item code


Complete Labour

119 Fabricating, supplying and fixing Location Signs of 2400 x 400

mm size boards using , full cube retro-reflective – –






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








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 – –








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


N0 121568.00

Item No.& Item code


Complete Labour

121 Fabricating, supplying and fixing Prohibitory Signs of 2400 x

200 mm size boards using , full cube retro-reflective – –








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


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.


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


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


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


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.



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


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.



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


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.



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


Complete Labour

135 B) ___ do____ shape of size 60cm. Diameter.



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



No 2275.00 227.00

Item No.& Item code


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



Sqm 10810.00 1081.00

Item No.& Item code


Complete Labour


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



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


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



Sqm 12625.00 1262.00


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


cement concrete 45cm x 45 cm x 60 cm, 60cm below ground

level as per approved drawing



Sqm 12217.00 1221.00

Item No.& Item code


Complete Labour



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.



Sqm 12140.00 1214.00



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


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



Sqm 14030.00 1403.00

Item No.& Item code


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


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


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


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


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


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.





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


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.





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.





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


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




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 )


b) Hilly Area Km. 6194

c) Plain and Rolling terrain Km. 4129

Item No.& Item code


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.




Item No.& Item code


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



Item No.& Item code


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.




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.




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


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


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.)


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


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.)


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


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



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



(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


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.



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.



(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


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


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


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.


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.


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 .


Item No.& Item code


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.


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.


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


One Bag 12.12

4 Conveying Cement by Head load Above 300


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 -- --


M3 3.40 0.47 0.90 00 00


M3 4.40 0.445 0.56 0.24 0.11


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



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



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 - -




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





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


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


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-5 Renewal by B.T. (Carpet + Seal Coat)




A-7 Renewal by 50mm BM+20mm Carpet & seal coat 5.50 M Per Km 38.00




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


No 71.00


No 88.00


No 106.00


No 141.00


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



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





176 Brass screws 25mm Doz 24.00




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



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



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



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



270 Brass oxi. Tower bolt 300mm No 288.00




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


309 SPUF 101 size 20 x 200 mm for shutter Rmt 269.00

310 Corner L bracket of size 100x200mm No 37.00


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



324 TOWER BOLT ALLUMINIUM 75 MM. No 22.00




328 Alluminium. HINGES 100 MM. No 45.00




332 Iron Hings Chromium plated 125mm No 34.00



335 Hinges Steel 125mm No 72.00



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








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







379 G.I.Pipe 15 MM Dia. Heavy Rmt 120.00








387 UPVC pipe 15mm dia (10kg/sqcm) Rmt 37.00







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



401 Brass 15 mm dia wheeled stop tap No 324.00








409 Steel cromium Plated Stop tap with crutch 15mm dia No 149.00



412 Socket for 15 mm dia Tap No 16.00








420 PVC Socket 32mm No 6.00

421 Strainer 15mm No 113.00



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



444 Colour glazed Wash basin 45 x 30 cm No 750.00



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


250.00


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


2300.00


3255.00

485 Water meter 15mm dia with non R.valve No

1250.00


1300.00


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


297.00


470.00

503 Collers NP-2 150mm No

26.00


30.00


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



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



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




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


CUM

612.00


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


CUM 510.00


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
















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



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



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



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



32 Showers (Neiko) No. 253.13

32 Showers (Neiko) No. 405.00

33 Showers (Speed) No. 506.25



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




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.


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.


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


Content

Sulphate content - 500 mg/Lt

Chloride Content -



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


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


Content


Chloride Content -



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


Content


Chloride Content -



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


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

07 Ratnagiri eBook 1415 TOC

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