Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2024
Closing DateCancelled
Tender Amount₹ 69,10,939 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)

584.42

2899734

4961.73

... More
Centring and shuttering including strutting ,proping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete

387.74

75415

194.5

... More
Filling in foundation trenches or in plinth in layer not exceeding 150mm thick,well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5mall completed as per direction of E/I(mode of measurement compacted volume).

106.26

13694

128.88

... More
Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side within initial lead of 150 M & initial lift of 1.50 M as per specification and direction of E/I. (S.O.R. ITEM 5.1.8 WRD)

50.98

10378

203.58

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Providing & laying P.C.C. or R.C.C. M – 150 with nominal mix (1:2:4) in various components of dam foundation with app- roved quality of 20 mm graded coarse aggregate of required grade as per desig- ned and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well as reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification & direction of E/I.(S.O.R. ITEM 5.3.6 WRD) OR 12.8 PartA BCD 5.3.1.2)

11.33

52097

4598.23

... More
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand requisite F.M. (2.5 to 3.0) & washed, screened with raking out joints curing, scaffolding and its removal where ever required including royalty & all taxes etc. complete job as per specification & direction of E/I.(S.O.R. ITEM 5.4.8 WRD) OR 5.2.28 BCD

34.69

95039

2739.68

... More
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved qualityf of coarse sand requisite F.M. (2.5 to 3.0) & washed, screened with raking out joints curing, scaffolding and its removal where ever required including royalty & all taxes etc. complete job as per specification & direction of E/I.(S.O.R. ITEM 5.4.11 WRD) OR 5.2.31 BCD

31.86

92615

2906.96

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Providing and laying P.C.C. or R.C.C. M – 200 with nominal mix (1:1.5:3) in various components of dam superstructure with approved quality of 20 mm graded coarse aggregate of required grade as per desig- ned and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shutteringscreened excluding cost of shuttering or formwork as well as reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I.(S.O.R. ITEM 5.3.11 WRD) OR 14.1 A CASE 1 (i) (p) Part A( BCD 5.3.9.1)

1.4

7305

5218

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Providing shuttering, including strutting, propping etc. and its removal after use in super structure portion of various comp-onents of dam work per specification and direction of E/I. (S.O.R. ITEM 5.3.17 WRD)

24.72

10333

418.03

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Providing 25 mm thick cement plaster in cement mortar (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.00) inclu ing screening, curing, with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. (S.O.R. Item No. – 5.5.5 WRD) OR 5.7.12 BCD

49.54

12824

258.87

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Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m cmplete as per specifica-tion and direction of E/I.(Item No.7.1.31 WRD)

33.99

3922

115.41

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Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment & wing wall as per specificatin and direction of E/I.(Item No.6.7.6 WRD) OR 6.7.6 Part A

40

6658

166.46

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Carriage of material (1) Cement

254.86

163645

642.1

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(2) Sand

643.28

469208

729.4

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(3) Stone chips

823.61

707480

859

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(4) Metal

106.55

98462

924.1

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(5) Boulder

66.55

59332

891.55

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GST 18%

5798740.37

1043773

1

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Labour Cess1%

6842513.64

68425

1



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