Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Mar 2022
Closing Date19 Mar 2022
Tender Amount₹ 70,45,071 
Notes
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Costs

Description

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BOQ Items

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Fine dressing of the earthen embankment and turfing with 75 mm thick grass sods, obtained within a lead of 150 M. Including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I (7.1.42.1)

4417.5

-

1393.07

... More
Extra for each lead of 150 M.Over initial lead of 150 M. as per specification and direction of E/I.(7.1.42.2)

4417.5

-

522.4

... More
Dewatering By 10 HP Diesel pump set…do …do of E/I.(si.no.47 PM-29)

150

-

330

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Dismantling of structures (………structure comprising of masonary,cement concrte…etc including T&p and scaffolding……disposal of unserviceable material and stacking the the serviceable material with all lifts and lead of 1000 mtrs.) Stone Masonry (2.4 iii B)

40.66

-

260

... More
Stone Masonry (2.4 iii E)

13.05

-

159

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Cement concrete (2.4 i I B)

9.11

-

405

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Scraping Plaster (2.4 viii)

64.44

-

15.2

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Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil,soil mixed with kankar,pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within intial lead of 150 m and initial lift 1.5 M. All lifts as per specification and direction of E/I.(6.1.8)

25.58

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163.35

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Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4)in found. -do- 20 mm graded coarse aggredate….do…. complete as per specification and direction of E/l.(7.2 A)

9.4

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3846

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Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in super structure..........do.............. complete as per specification and direction of E/l.(7.3 A)

1.22

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4068

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Providing 25mm thick cement plaster (1:4)-do- complete job as per specification and direction of E/l.(5.7.12)

87.9

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242.19

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Supplying and laying sand filter blanketing in horizontal portion of the dam as per design and drawing with watering compacting including cost of sand, royalty all texes etc. but excluding the cost of carriage all complete as per specification and direction of E/l.(5.6.1)

9.83

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873.05

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Supplying and laying good quality of stone metal filter (20mm to 63mm size) in rock toe, heel trenches, toe drain as per design and drawing the including cost of materials, royalty all texes etc. but excluding the cost of carriage all complete as per specification and direction of E/l.(5.6.3)

9.83

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1315.72

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Supplying and laying boulder in rock toe, heel trenches of the dam as per design, drawing including cost of materials royalty and all texes etc. but excluding the cost of carriage all complete as per specification and direction of E/l.(5.6.4)

24.07

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1195.13

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Earth work in excavation in foundation trenches of toe wall,spillway,head regulator,outlet,intake well etc.as per designed section in all kinds of soil, including moorum soil,soil mixed with kankar,pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150 m and initial lift 1.5 M. as per specification and direction of E/I.(5.1.14.1)

129.64

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187.08

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Providing coarse clean Sand filling in ffoundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (5.1.10)

2.44

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415.58

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Providing and laying P.C.C M-100 with nominal mix (1:3:6) in various components in dam foundation with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of sand of requsite F.M (2.5 TO 3.0) washed and screened (excluding cost of shuttering of form work as well as reinforcement its cutting placing and binding and placing) but including necessary tools plants and vibrating curing royality all taxes etc. complete job as per specification and direction of E/I.(si.no. 7.1)

10.5

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3279

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Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.2.28)

13.08

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2575.32

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Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.2.31)

8.08

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2729.11

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Labour for laying,fitting and fixing R.C.C NP2 300 mm hump pipe with collar inline, level and grade, as well providing approved jointing materials and joints properly filled to make them water proof all complete as per building specification and direction of E/l.(7.6.1.3)

30

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336.96

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Supplying of R.C.C NP2 300 mm dia hump pipe with collar as per I.S.S.458-1971 -do-all complete as per building specification and direction of E/l.(pg.71 si.no.10.5)

30

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489.5

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Providing 1.5 mm thick cement punning with good quality of cement including …………………do………………….. specification and direction of E/I.(5.7.11)

5.58

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51.66

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E/W in filling found. Trenches or back filling of masonary structures with suitable earth in layers -do-do- all complete as per specification and direction of E/I.(6.1.16)

43.22

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106.14

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Supplying and laying (properly as design and drawing) rip rip with good quality of boulder duly packed -do-do-all complt. As per approved design ,specification and direction of E/i.(5.6.8)

10.76

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1438.96

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Carriage of materials cement

11.05

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379.6

32.79

-

281

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Stone Chips

19.01

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1188.2

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Stone Boulder

56.01

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1316.37

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Stone Metal

9.83

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1282.53

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NP2 Hume Pipe

3.12

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417.8

... More
Provision of GST @ 12%

1

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747355.56

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Add 1% Labour Cess

1

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69753.19



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