Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Dec 2024
Closing Date20 Jan 2025
Tender Amount₹ 5,94,48,653 
Notes
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Costs

  • EMD

    ₹ 11,88,973
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 2,500

Description

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BOQ Items

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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead upto 1250m

17517.6

146

2561949

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Watering of earth including cost of carriage of water when source of water is (b) Beyond 250 m but up to 3 Km

17517.6

22

395897.76

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Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of at least 98% of Standard Proctor's density

17517.6

42

735739.2

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Supply and laying quarry spalls properly graded but not more than 10 cm. in size with spreading in required profile including all lead and lifts.

967.1

753

728226.3

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift upto 1.5 m. including dressing of excavated area dewatering wherever required complete in all respect. (a) Soft/Loose soil

4420.24

92

406662.08

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift upto 1.5 m. including dressing of excavated area dewatering wherever required complete in all respect. (b) Hard/dense soil

2315.59

95

219981.05

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift upto 1.5 m. including dressing of excavated area dewatering wherever required complete in all respect. (c) Hard soil mixed with kankar/boulders, morrum

1644.03

118

193995.54

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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m including dressing of excavated area, de- watering wherever required complete in all respect.Hard rock not requiring blasting

553.5

241

133393.5

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Dry boulder filling in required profile with filling of voids etc. complete including all leads and lifts and well finished surface

654.36

1187

776725.32

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Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (± 5 % thickness tolerance)

476.15

1644

782790.6

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Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm. on embankments etc. with cost of dewatering wherever required complete in all respect

2070.18

34

70386.12

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Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;40MM

940.41

5340

5021789.4

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Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.P.C.C. Nominal mix 1:2:4 with plum agg. size 40mm

900

4940

4446000

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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;20MM (For mix design Cement content considered 400 kg/ cum of concrete)

2441.36

6040

14745814.4

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Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;20MM (For mix design Cement content considered 420 kg/ cum of concrete)

825.7

6300

5201910

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Supplying of M.S. reinforcement including labour charges for bending binding and placing in poisiton all reinforcement as per drawing including cost of binding wire and all lead and lift using (ii) Tor or ribbed bars (IS:1786-1985)

83268.51

89

7410897.39

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Side shuttering including propping etc. complete to achieve finish F2 Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete)

443.82

160

71011.2

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Side shuttering including propping etc. complete to achieve finish F2 Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc

5532.08

220

1217057.6

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (a) In foundation rafts, beams, colomns bases stilling basins, buckets, aprons etc. (nonsuspended horizontally laid mass concrete)

803.38

140

112473.2

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement..Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

1448.77

200

289754

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. © Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair case(thin walled section) and ogee creasts, baffle or chute blocks, end sills, buckets, projects coping extended sill etc.

53.65

400

21460

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Supply & fixing 6 mm thick rubber water seal of approved quality in construction/contraction joints as per drawing complete in all respect. 305 mm wide

81.67

675

55127.25

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Side shuttering including propping etc. complete (to achieve finish F 2 for : Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.

1756.19

340

597104.6

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Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.

315.61

1242

391987.62

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Supplying and laying aggregate in layers and profile as speciefied including all lead & lift (a) broken ballast 40 to 80 mm size

118.8

1047

124383.6

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Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of thickness 30cm(± 5 % thickness tolerance)

125.4

1928

241771.2

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Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;40mm (For mix design Cement content considered 320 kg/ cum of concrete)

2265.72

5420

12280202.4

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C.R. stones headers, hammer dressed finished size not less than 20 cm x 20 cm and depth not less than 30 cm

6.26

2540

15900.4



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