Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date25 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 29,65,881 
Notes
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Costs

  • EMD

    ₹ 59,318
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 500

Description

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Excavation including loading , unloading disposal and dressing of excavated rock within initial lead of 50 m and lift up to 1.5 m in dry or moist including dressing of excavated area,dewatering wherever required complete in all respect. Hard rock not requiring blasting

53.23

242

12881.66

... More
Excavation including loading , unloading disposal and dressing of excavated rock within initial lead of 50 m and lift up to 1.5 m in dry or moist including dressing of excavated area,dewatering wherever required complete in all respect Phylite & other hard rock requiring nominal blasting.Add extra over item for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.

53.23

432

23021.98

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preparation of foundation of structure including removal of all loose stones , silt and final washing By Manual labour

137.72

23

3167.56

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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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 20 mm

51.77

4975

257555.75

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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(For mix design Cement content considered 400 kg/ cum of concrete) Up to 20 mm.

233.63

6173

1442197.99

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

30.8

140

4312

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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.

202.83

200

40566

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

5743.38

89

511160.82

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Side shuttering including propping etc. complete to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.

790.28

220

173861.6

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Drilling holes of 35 mm diameter for anchor rods. Up to 1.50 m depth

109.5

129

14125.5

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Labour charges for fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete.

73

245

17885

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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete

703.36

72

50641.92

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Re- handing of excavated material including loading unloding and dressing withing initial lead of 50 m and left of 1.5 m with cost of de- watering wherever required and all applicable taxes and levies etc, complete in all respect Mix strata Muck

266.16

109

29011.44

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Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 30cm.

3143

90

282870

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Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 30cm. Extra on Above item silt clearance is done under water & mud.

3143

23

72289

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Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un- loading wherever required with cost of dewatering wherever required.

21.11

91

1921.01



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