Bhanvad Storm Water Drainage Scheme (SWD) Project under SJMMSVY : Working Survey, Soil Investigation, Design and Construction Work of R.C.C. Box Drain with other related works on Mokhana Bhanvad Road from Court building via Nagapalika office to Sathvara Samaj ni Wadi to falku river for Bhanvad Storm Water Drainage Scheme (SWD) Project under SJMMSVY for Bhanvad Nagarpalika, District- Devbhoomi Dwarka, Gujarat” Under SJMMSVY

1 Demolition of Brick work and stone masonry including 7.00 562.89 Cmt

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

Cement Mortar.

2 Demolition including stacking of serviceable materilas 8.53 1082.35 Cmt

and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

3 Dismentaling tiled of stone floors laid in mortar 42.56 49.12 Smt

including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift.

4 Dismentling steel work including distempering and 745.88 3.85 Kg

stacking the materials with all lead and lift

5 Dismentling doors, windows, ventilators etc. (wood or 15.00 192.09 Each

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift.(i) Not exceeding

Sq.M. in area

6 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water 25.00 76.68 Rmt

pipes with fittings and clamps including stacking the

materials with all lead and lift ( for any dia, of pipe)

7 Dismantling santtary fittings like wash basin . W.C. pan 15.00 414.23 Each

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift

8 Dismentaling of sheet roofing including ridges, 100.00 49.12 Smt

Hips,Valleys, Gutters etc. stacking of serviceable

materilas and disposal of unserviceable materials with

all lead and lift.(i) G.I.sheet roofing

9 Excavation for foundation up to 1.5 m depth including 2977 157.33 Cmt

sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 m lead.(B)

Dense or hard soil

10 Excavation for foundation up to 1.5 m depth including 2900 267.08 Cmt

sorting out and stacking of useful materials and

disposing off the excavated stuff up to 50 Meter

lead.(C) Hard Murrum

Description of Item Quantity Rate Unit Amount

11 Excavation for foundation for depth from 1.5 m to 3.0 1820 301.85 Cmt

m including sorting out and stacking of useful materials

and disposing off the excavated stuff up to 50 Meter

lead. (D) Soft rock not requiring Blasting

12 Excavation for foundation for depth from 1.5 m to 3.0 552.825 651.26 Cmt

m including sorting out and stacking of useful materials

and disposing off the excavated stuff up to 50 Meter

lead.(E) Hard Rock

13 Clearing the silt from the canal/drain bed by a digging 3655.04 175.03 Cmt

the same to the required bed level and gradient

including depositing the excavated earth regularly in

spoil bank for utilizing the same preparing the banks

after breaking clods as and where directed for all leads

and lifts.

For Canals Below 20 Cusec. & 0 to 1.5 m lift.

14 For Every additional lift of 1.5 m or part there of. For 3655.04 14.54 Cmt

Canals Below 20 Cusec

15 Providing and constructing cofferdam in river basin 15679 11.50 Bag

including excavation ,filling, middle portion with B.C.

soil (in empty Cement/Gunny bags) to the entire

satisfaction of EIC till completion of the work including

dismantling coffer dam after completion of the work as

to 0.5 KM)including Dismantling Charges etc complete

16 Providing and laying rubble for apron (each stone 1451 1083.81 Cmt

weighting not less than 40Kg.) including and packing

and filing in the interstices with quarry-spalls.

17 Providing and laying cement concrete 1:3:6 (1- Cement 881 3024.89 Cmt

: 3- Coarse sand : 6- Graded brick bat aggregate 40mm

normal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

18 Providing & laying controlled cement concrete M - 300 2103 4639.94 Cmt

RCC work with curing etc. complete including the cost

of form work but excluding the cost of reinforcement

for R.C.C. Work in Raft /strip /Base foundation with all

lead and lift as directed by engineer in charge. Raft

/strip /Base foundation as directed by engineer in

Description of Item Quantity Rate Unit Amount

19 Providing & laying controlled cement concrete M - 300 3129 6500.36 Cmt

RCC work with curing etc. complete including the cost

of form work but excluding the cost of reinforcement

for R.C.C. Work in R.C.C. Wall up to plinth level as

directed by engineer in charge.

20 Filling available excavated earth (excluding rock) in 7796.90 136.92 Cmt

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

layer by ramming and watering.

21 Filling in foundation and plinth with murrum or 11561 301.78 Cmt

watering, ramming and consolidating etc. complete

22 Brick work using common burnt clay building bricks 16 4245.09 Cmt

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand)(B) Conventional

23 Providing and laying controlled cement concrete M:300 1683 5925.67 Cmt

RCC and curing complete including the cost of form

work but excluding the reinforcement for reinforced

concrete work in Slab up to all level with all lead and

lift as directed by engineer in charge.

24 Providing TMT Bar FE 500D reinforcement for R.C.C. 733890 77.29 Kg

work including bending, binding and placing in position

complete up to floor two level

25 20mm thick sand faced cement plaster on walls up to 1915 315.69 Smt

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

26 Providing cement vata (10cm. x 10 cm. size) quarter 6220 24.28 Rmt

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

Description of Item Quantity Rate Unit Amount

27 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & 31 1555.40 Set

Frames Cover : 728mm ø & 100 mm thick circular

cover, 35.00 MT load design, 100x2mm MS flat

allround, 16mm ø plain round bar for lifting the cover &

should be fitted with plastic cups. Frame : 560 mm ø

clear opening, outer size- 888x888x175 mm. On the

upper periphery of frame 25 x 3 mm wide MS flat

should be well embed in concrete to protect the edges

of frame. FRC E.H.D.-35 manhole cover & frame

described as above

28 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 5 30293.79 Each

(1- cement :2-coarse sand : 4-graded stone aggregate

20mm nominal size) foundation concrete 1:3:6 mix {1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:5

{1-Cement : 5-coarse sand) finished with a floating coat

of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2- Coarse sand :4-stone

aggregate 20mm nominal size) finished smooth

complete including curing and festing (1) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover

with frame size 560mm diameter total weight of cover

and frame to be not less than 128 kgs. (Wt. of cover

Kg. and Wt. of frame 64 Kg.) (A) With 230mm thick

walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar

1:5 (1- Cement: 5-Coarse sand) (4) D type depth

Metre Upto 450mm diameter sewer.

29 Constructing Bombay Pattern Type Catch Pit of size 52 3535.00 each

0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the

prop. of CM (1:6) with 40 mm thick IPS flooring in the

prop M15 at bottom and 15 mm thick cement plaster

inside the catch pit in the proportion of CM (1:3) with

out jali etc. comp. as directed

30 Catch Pit Jali Fixing P/F FRC catch pit jali with frame 52 1565.50 each

600mm x 600mm clear opening etc. comp.. As directed

by engineer in charge

Description of Item Quantity Rate Unit Amount

31 Supplying and fixing reinforced concrete heavy duty 171 1190.05 Rmt

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal

diameters.(ii) 450mm dia.

32 Construction of granular Sub base using crusher run, 10 1481.67 Cmt

spreading in uniform layers with motor grader on

prepared surface mixing by mix in place method with

front end loader at OMC and compacting with vibratory

roller to achieve the desired density, complete as per

Clause 401. For all grade

33 Providing & laying Controlled cement concrete M 250 6 4782.35 Cmt

grade in Trimix flooring /road for average 150 mm thick

wearing coat in RCC Road without fly ash with lead of

10 Km from site including all other taxes octroi,

transportation, pumping, pouring, curing of concrete

etc. complete including cost of metallic C channel from

work but excluding the cost of reinforcement in R.C.C.

M 250 Trimix flooring work having average 150 mm

thick wearing coat in RCC Road laid as detail design &

directed. The item of M 250 grade in Trimix flooring

including plant , machinery , tamping vibrating finishing

curing for 21 days , creating expansion joint and filling

in joints with bitumen or other material as specified etc

complete with all lead and lift as directed by engineer

in charge . (Minimum cement level as per IS 456-2000

shall be adopted for concrete grade) (C)Concrete Grade

34 Dewatering of TRI MIX M-200 floor concrete by means 39 57.57 Smt

of vacuum dewatering using floater machine and other

necessary equipment and complete the work .

35 Structural steel work ( Confirming to IS 4923-1997) 1130 131.83 Kg

riveted, bolted or welded in builtup for all type

sections, in framed work, including cutting, hoisting,

fixing in position and applying a priming coat of

approved steel primer all complete as per the

structural designs and directions of Engineer in charge.

Description of Item Quantity Rate Unit Amount

36 Providing and applying asphalt / bituminous painting 4665 15.45 sqmt

over the prepared surface using bitumen, and applied

uniformly including cleaning of surface, application

with brush/broom, tools, labour, scaffolding if

required, and all incidental works complete as directed

by the Engineer-in-Charge