1-12 Burnpur Bay Extn Civil 2

8/2/2019 1-12 Burnpur Bay Extn Civil 2

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Burnpur Bay Extn_Civil

PART - II : ANNEXURE -II

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Item of works Qty Unit Unit Rate

(Rs.)

Total Amount

(Rs.)

Service Tax

(in %)

Service Tax

(Amount)

1 2 3 4 5 6 7 8

1 Jungle clearance including weeding out shrubs, bushes,

vegetable growth, trees & other objectionable materials &

removal of rubbish upto a distance of 30m. outside the

periphery of the area cleared etc. as per specifications &

directions of Engineer-in-Charge.

1000.0 Sqm

2 Clearing grass & removal of the rubbish upto a distance of50m. outside the periphery of the area cleared.

1000.0 Sqm

3 Earthwork in excavation over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50.0 m & lift upto 1.5

metre, disposed earth to be levelled & neatly dressed etc.

complete as per specification, drawing and instructions of

Engineer-in-Charge.

a) All kinds of soil 1000.0 Cum

b) Ordinary rock 100.0 Cum

c) Hard rock ( requiring blasting) 10.0 Cum

d) Hard rock ( blasting prohibited ) 5.0 Cum

4 Earth work in excavation in fdn. Trenches, drains etc. (not

exceeding 1.5 m in width or 10 sqm on plan ) including

dressing of sides & ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil & disposal of surplus

excavated soils as directed within a lead of 50 m complete

as per specifications, drawing & instruction of Engineer-in -

Charge :

a) All kinds of soil 2750.0 Cumb) Ordinary rock 250.0 Cum

c) Hard rock ( requiring blasting) 75.0 Cum

d) Hard rock ( blasting prohibited ) 25.0 Cum

5 Extra over item (3) & (4) above for excavation in all kinds of

soil :

(For All Civil Work including foundation, structure, cable trench etc.)

SCHEDULE OF RATES FOR CIVIL WORKS

Page 1 Signature Seal


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Service Tax

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a) For each additional lift of 1.5 m or part thereof over the initial

lift

300 Cum

b) For each additional lead of 50 m or part thereof beyond the

initial lead of 50 m, but upto a maximum of 100.0 m in total

(i.e. max. 2 leads) beyond the initial lead.

200 Cum

c) For transportation of excavated Earth by Mechanical

transport including loading, unloading and stacking beyond

initial lead as per direction of Engineer-in-charge.

i) Up to 1.0 KM 100 Cumii) Above 1.0 KM & upto 2.0 KM 50 Cum

6 Extra over item (3) & (4) above for excavation in all kinds of

rock :

a) For each additional lift of 1.5 m or part thereof over the initial

lift

50.0 Cum

c) For transportation of excavated Rock by Mechanical

transport including loading, unloading and stacking beyondinitial lead as per direction of Engineer-in-charge.

i) Up to 1.0 KM 25.0 Cum

7 Dressing, watering & ramming in layers not exceeding 15

cm. In embankments etc. formed by excavated earth

2500.0 Cum

Cum50.0For each additional lead of 50 m or part thereof beyond the

initial lead of 50 m, but upto a maximum of 100.0 m in total

(i.e. max. 2 leads) beyond the initial lead.

b)



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8 Banking excavated earth in all kinds of soil in layers not

exceeding 20 cm. in depth, breaking clods, watering, rolling

each layer with tonne roller and rolling every 3rd

and top-

most layer with power roller of minimum 8 tonnes and

dressing up, in embankments for roads, flood banks,

marginal banks, and guide banks etc., complete as per the

direction of Engineer-in-charge.

4500 Cum

9 Earthwork in fil ling with borrowed earth over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm

on plan) in layers not exceeding 200 mm in depth,

consolidating & dressing each deposited layer by ramming &

watering, lead upto 50 m & lift upto 1.5m including supply &

cost of carriage of materials etc. complete as per drgs.,

specifications & directions.

1500 Cum

10 Levelling & Dressing of the ground including filling the

depression with sand, Moorum or stone dust as may be

required including supply of the materials at site, wateringand ramming the fillings whenever required complete

a) With sand 50.0 Cum

b) With Moorum 25.0 Cum

11 Earthwork in filling in trenches, plinth & sides of foundation

etc. in layers not exceeding 200 mm in depth, consolidating

& dressing each deposited layer by ramming & watering,

lead upto 50 m & lift upto 1.5m including supply & cost of

carriage of materials etc. complete as per drgs.,


a) with approved quality sand 100 Cum

b) with excavated earth ( excluding rock ) 2000 Cum

c) with borrowed earth within a lead of 1 KM. 250 Cum

12 One Brick flat soling with bricks of Class designation 50

grouted with sand including ramming & dressing bed to

proper level & filling joints with sand etc complete

130.0 Sqm



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14 Providing & laying in position plain cement concrete with

coarse sand & well graded, washed & screened stone

aggregates of approved quality and size 20 mm & down

including mixing, vibrating, curing etc. complete but

excluding centering & shuttering as per drawings,

specification & direction in foundation & plinth.

a) Mix 1: 4 :8 10.0 Cum

b) Mix 1 :3 :6 100.0 Cum

15 Providing & laying in position Reinforced Cement concrete

work with coarse sand & 20 mm. & down stone aggregates

of approved quality, well graded, washed and screened

including cost of transport of all materials to site., mixing,

laying, vibrating, curing etc. complete but excluding the cost

of reinforcement and formwork as per drgs., specifications &

directions in foundation & plinth with :

a) Concrete mix 1: 2 : 4 15.0 Cum

b) Concrete mix 1: 1.5 : 3 625.0 Cum

c) Concrete mix 1: 1 : 2 10.0 Cum

Sqm250.013 Providing 20 cm thick brick pitching with Class designation

50 bricks (brick on edge over one brick flat pitching) on

slopes of embankment canal etc. in 1:4 cement mortar

curing preparing base to proper level of slope, with weep

holes at a spacing of 1.8m horizontally and 0.9 m vertically

or as shown in the drg. Complete (with pointing 1:3)



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(Rs.)

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16 Supplying, straightening, cutting, bending, cranking, hooking,

fixing, binding & placing at any position in superstructure,

fdn., & plinth with MS / Torsteel reinforcements in all works

of concrete, masonry etc, including supply of binding wire

with 18 SWG (1.05mm) galvanised wire twisted tight and / or

welding the splices where necessary as per IS codes or

direction and holding in position with steel rod spacer /

chairs / horses etc. complete.

57.5 MT

17 Brickwork in foundation & plinth with Bricks of Class

designation 50 & cement mortar with coarse sand as

specified below including supply & carriage of all materials

to site, scaffolding & curing complete as per drg.,

specifications and directions :

i) With 1: 4 cement mortar 25.0 Cum

ii) With 1: 6 cement mortar 100.0 Cum

18 Hiring, erecting, centering, supporting, striking, cleaning etc.

of formwork of approved design with staging, props andsupports for plain & RCC works with all accessories and at

all heights including removal of forms as per drawings,


3000.0 Sqm

19 Cement plaster to walls & R.C.C. structures including all

necessary materials, scaffolding, curing, rounding off,

chamfering etc. complete at all heights as per drg, spec. &

directions.

a) 20 mm th. cement plaster

i) W ith mix 1:4 ( 1 Cement : 4 Coarse sand ) 50.0 Sqmii) With mix 1:6 ( 1 Cement : 6 Coarse sand ) 150.0 Sqm

b) 12 mm th. cement plaster

i) With mix 1:4 ( 1 Cement : 4 Coarse sand ) 50.0 Sqm

ii) With mix 1:6 ( 1 Cement : 6 Coarse sand ) 150.0 Sqm



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Extra over item (19) for providing, adding & mixing

thoroughly water-proofing reagent (such as Cico, Acco

proof, Impermo etc.) in cement plaster in proportion

recommended by the manufacturers:

i) 12 mm cement plaster 1 : 4 10.0 Sqmii) 20 mm cement plaster 1 : 4 10.0 Sqm

21 Neat cement punning about 1.5 mm. Thick in wall, dado,

windowsill, floor, drain etc.

300.0 Sqm

22 Providing and placing in position precast reinforced cement

concrete waffle units square or rectangular as per design

and shape in 1:1 :3 (1 cement : 1 coarse sand : 3

graded stone aggregate 10mm nominal size) including flush

or deep ruled pointing at joints in cement mortar 1:2 (1

Cement : 2 Fine sand), curing, making necessary holes of

required sizes for carrying through service lines etc.,

providing steel hooks for lifting etc., form work in precasting,

handling, hoisting, centering and erection complete for all

floor levels but excluding the cost of reinforcement.

27.5 Cum

23 Prepare surface & apply Two or more coats of cement

colour on new work such as SNOWCEM Plus/

DUROCEM EXTRA of approved colour & shade on exterior

faces of walls, columns, beams etc. at all heights including

supply of paint, rough cleaning & smoothening of surface,

cost of all materials, curing, scaffolding etc. complete

200.0 Sqm

20



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(Rs.)

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24 Prepare the surface & painting (two or more coats)

Aluminium paint of approved quality and shade ( J&N,

Berger, Asian Paints) on new work over and including a coat

of ready mixed Aluminium primer of approved brand &

manufacturer in steel work including cost of all materials,

scaffolding etc. complete.

25.0 Sqm

25 25 mm thk. grouting by using ready mix grout l ike

SHRINKKOMP, CONBEXTRA GP2, SIKA GROUT 214 orequivalent for miscellaneous base plates, foundation bolts,

pipe sleeves, pockets, holes etc. at all heights, location etc,

complete as per drg. specifications & directions.

165.0 Sqm

26 Supplying fitting & fixing G-I barbed wire conforming to IS:

278 - Type I, 4 barbs 75 mm. spacing to RCC posts or MS

angle bend posts on a boundary wall with f ixing

arrangements already provided with the posts complete.

(Supplying and fixing of post is to be paid separately &

payment is to be made on the basis of the length per line of

barbed wire fixed.)

450.0 Metre

27 Supplying, straining and fixing chain link fencing conforming

to IS: 2721, made of 8 SWG. Galvanised wire of 50 mm.

square mesh and upto 2.0 M high with the posts already

fixed in position with MS flats of size 40 mm x 6 mm. with

holes of 100 mm. spacing for MS bolts and nuts 10 mm. Dia

and 50 mm. long all complete as per drg. / direction of the

Engineer-in-Charge. The fencing is bounded by MS flats of

size 40 mm x 6 mm. at top, bottom & two sides. (Posts shall

be at a spacing of 3 metres approx. & will be subject to

variation as per the direction of the Engineer-in-Charge. Theitem rate shall be inclusive of the MS flats. Only the cost of

MS Post, fdn. concreting and brick work will be paid

separately)

225.0 Metre



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28 Supplying, laying, fitting & fixing in position non-pressure

NP2 class - RCC Hume pipe with collars conforming to IS :

458 of following diameters over supports of brickwork / plain

concrete as directed inclusive of collar joints, caulking with

spun yarn in 1:1 cement mortar, testing of joints as per drg.

specification, & direction (earthwork, bed concrete, brickwork

etc. would be paid separately).A Class NP2 Grade :

a) 150 mm dia 5.0 Mb) 300 mm dia 5.0 M

c) 600 mm dia 10.0 M

B Class NP3 Grade :

a) 300 mm dia 5.0 M

b) 600 mm dia 10.0 M

29 Providing & constructing brick masonry manhole inside size

90x80 cm & 60 cm deep including CI cover with frame (light

duty) 455x610 mm internal dimensionstotal weight of

cover & frame to be not less than 38 kg ( weight of cover 23

kg & weight of frame 15 kg ) .in cement mortar 1:4 (1 cement: 4 coarse sand) R.C.C. top slab with 1:2:4 mix (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) foundation concrete 1:4:8 mix ( 1 cement : 4 coarse

sand : 8 graded stone aggregate 40 mm nominal size) inside

plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3

coarse sand) finished with floating coat of neat cement and

making channels in cement concrete 1:2:4 ( 1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement complete

as per standard design. (E/W in excavation or filling to be

paid separately).

5 Each

30 Extra for depth of brick masonry manholes size 90x80 cm for

additional depth below initial depth of 60 cm with all

materials complete.

2.0 M



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31 Providing 20 mm dia MS bar foot rests (rungs) including

fixing in the manhole chamber / oil water tank with 20x20x10

cm cement concrete blocks(1:3:6) as per standard design.

10 Nos.

Each

32 Providing & fixing MS Weld mesh, railings, gates, wicket

gates, cattle traps and the like with MS flats, square or round

bars as per approved design & direction including all

necessary arrangements (such as locking and hanging

arrangements, haskel, doomney bottom roller, rails etc., asmay be required in case of gates) etc complete.

1.0 MT

33 Supplying, stacking, spreading and dressing of switchyard

area with 75mm thick, 40mm (nominal) pebble over a 75mm

thick base layer of cement concrete 1:5:10 (1 cement : 5

Fine Sand : 10 burnt brick aggregate) with one layer of

cement slurry mix 1:6 (1 cement : 6 fine sand) uniformly laid

over cement concrete layer including deweeding, rolling,

compacting, watering, dressing, etc. complete as per

specification and direction of Engineer-in-Charge (Anti weed

treatment shall be done and paid separately).

2000.0 Sqm

34 Supplying, stacking, spreading and dressing of switchyard

area with 75mm thick, 40mm (nominal) crushed stone over a

75mm thick base layer of cement concrete 1:5:10 (1 cement

: 5 Fine sand : 10 burnt brick aggregate) with one layer of

cement slurry mix 1:6 ( 1 cement : 6 fine sand) uniformly laid

over cement concrete layer including deweeding, rolling,

compacting, watering, dressing etc. complete as per

specification and direction of Engineer-in-Charge (Anti weed

treatment shall be done and paid separately)

2000.0 Sqm



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35 Antiweed treatment by spraying of chemicals like

ROUNDUP (Round up manufactured by M/s. MONSANTO

INDIA LIMITED) or equivalent mixed with water in the

proportion 1 litre with 500 litre of water by volume to be

spread over the 3333 Sq. Metre of the grass, shrubs etc. as

per direction of Engineer-in-Charge all compete including

the cost of chemicals, tools plants, etc. A guarantee for a

maximum period of 6 (six) months is to be assured for the

work.

4000.0 Sqm

36 Transporting, Assembling & Erecting in position various

switchyard structures at site with contractors own tools &

tackles, crane & labour, including bolted and / or welded

connections, etc. complete as per drgs specifications &

directions.

140.0 M.T

37 Transporting, assembling & erecting in position various

switchyard structures at site with contractors own tools &

tackles, crane & labour complete including bolted and / or

welded connections etc., application of a coat of red oxidepaint (IS : 2074) after erection & two coats of aluminium

paint (IS: 2339) as finish coat,(manufactured by Berger,

J&N, Asian Paints) etc., such that the coating thickness shall

not be less than 100m (minimum) complete as per drgs.,


4.0 MT

38 Transporting, assembling, erecting, fitting & fixing in position

of MS angle post & struts for fixing chain-link fencing, barbed

wire over boundary wall, cable trays and racks, all

embedded steelwork such as foundation materials, inserts,

clamps, stops, bolts, fan hooks etc. in concrete & masonryworks, and miscellaneous structures etc. complete with a

coat of primer complete as per drgs., specifications &

directions.

6.0 MT



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39 Transporting, assembling, placing & fixing in position

Holding down / foundation steel bolts including threading as

required etc. complete with 2 (two) nos. of nuts. The 200 mm

top portion of bolt is to be galvanised.

7.5 MT

40 Providing & fixing in position precast Medium duty RCC

manhole cover & frame of Circular shape 500 mm internal

dia of approved quality including cost of moulding, curing

and fixing in position in cement mortar (1:3) complete.

2 Nos

Each

41 Preparation of subgrade by excavating earth (in all sorts of

soil) to an average of 225 mm depth (box cutting), dressing

to camber and grades and consolidation with road roller

including making good the undulations etc & disposal of

surplus earth upto 50 metres.

1200.0 Sqm

42 Consolidation of subgrade with 3 wheeled road roller of 8 to

12 tonnes capacity including making good the undulations

etc. with earth or quarry spoils etc and rerolling the subgrade

1200.0 Sqm

43 Supplying and stacking of 90 mm to 45 mm graded stone

aggregate at site

216.0 Cum.

44 Laying water bound macadam base course with 90 mm to

45 mm size stone aggregate including stone screening with

13.2 mm size and blinding material including screening,

sorting, spreading to template and consolidation with power

road roller of 8 to 10 tonne capacity etc. complete (payment

for stone aggregate, screenings, kankar, morum and red

bajri etc to be made separately.)

216.0 Cum.

45 Supplying and stacking of moorum at site. 30.0 Cum.



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46 Supplying and stacking of 13.2 mm nominal size (type A)

stone screenings / chipping at site

30.0 Cum.

47 Brick edging with bricks of class designation 50 laid length

wise with half brick depth including excavation refilling and

disposal of surplus earth lead upto 50 metres

600.0 M

48 Surface dressing on new surface with paving bitumen of A-

90/S-90 of approved quality using 2.25 kg. of bitumen persqm with 1.65 cum of stone chippings 13.2 mm nominal size

per 100 sqm of road surface including consolidation with

road roller of 6 to 8 tonne capacity etc. complete.

205.0 Sqm

49 2.5 cm premix carpet surfacing with 2.25 cum. and 1.12

cum. of stone chippings of 13.2mm and 11.2 mm size

respectively per 100 sqm. and 52 kg. And 56 kg. Of hot

bitumen per cum. of stone chippings of 13.2 mm and 11.2

mm size respectively including a tack coat with hot straight

run bitumen with paving Asphalt 80/100 heated and then

mixed with solvent at the rate of 70 grams per kg of asphalt.including consolidation with road roller of 6 to 9 tonne

capacity etc. complete : (tack coat to be paid for separately).

1200.0 Sqm

50 Providing and applying tack coat using bitumen emulsion

(Rapid Setting) complying with IS 8887 - 1995, on W.B.M @

0.4 kg/sqm. Spraying the bitumen emulsion, cleaning and

preparing the existing road surface as per specifications.

2400.0 Sqm



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51 Providing and laying seal coat of premixed fine aggregate

(passing 2.36 mm and retained on 180 micron sieve) with

bitumen using 128 kg. Of bitumen of grade 80 / 100 bitumen

per cum of fine aggregate and 0.60 cum of fine aggregate

per 100 sqm of road surface including rolling and finishing

with road roller all complete.

1200.0 Sqm

52 Providing and laying 50 mm compacted thickness Bitumen

Penetration Macadam with hard coarse aggregate of size 50

20 mm graded @ 0.60 cum per 10 sqm key aggregate ofsize 12.5 mm graded @ 0.15 cum per 10 sqm. with bitumen

of suitable penetration grade (With paving asphalt 80/100 @

50 kg./10 sqm.) including required key aggregate as

specified, spreading coarse aggregate with the help of self

propelled / tipper tail mounted aggregate spreader and

applying bitumen by a pressure distributor and then

spreading key aggregate with the help of aggregate

spreader complete including consolidation with road roller of

minimum 8 to 10 tonne capacity to achieve specified values

of compaction and surface accuracy.

600.0 Sqm.

53 Providing and laying 50mm thick built up spray grouting on

water bound macadam surface as per specification and

direction of Engineer-in-charge over a tack coat of bitumen

950 kg per 1000 sqm. and 25 mm to 50 mm stone metals @

56.7 cum per 1000 sq.m. rolled and compacted by 3

wheeled road roller having 6 to 10 tonnes capacity to proper

grade super elevation to proper density as per I.R.C.

specification and finished with 11.34 cum per 1000 sqm of

dry stonechips of 15 mm size as key stone over a coat of

bitumen @ 250 Kg per 100 sqm of top layer properly heated

and applied in proper grade camber and super elevation allcomplete including the cost of bitumen and working charge

of road roller and other tools & plants etc. complete.

600.0 sqm



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54 Dismantling, taking out, removing, stacking, disposal of

unserviceable materials upto a distance of 2 KM and

transportation of salvaged items to DVC stores, including

loading/unloading etc. all complete of following substructures

and superstructures at all elevations as per direction of

Engineer-in-Charge :

a) R.C.C. work including stacking of reinforcement 0.3 Cum

b) 1:3:6 or richer mix Cement concrete work 0.3 Cum

c) 1:4:8 or leaner mix Cement concrete work 0.3 Cum

d) Barbed wire / Chain link fencing 50.0 Kg

e) Masonry work in cement mortar 2.5 Cum

f) Steel work in built-up sections including dismembering 0.5 M.T

g) Fencing post / Strut including concrete dismantling &

Earthwork

50.0 Each



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1-12 Burnpur Bay Extn Civil 2

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