Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date9 Oct 2024
Tender Amount₹ 45,10,000 
Notes
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Costs

  • EMD

    ₹ 90,200
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 500

Description

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PART A : EARTH WORK IN EXCAVATION Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. 2. Hard rock not requiring blasting

161.55

36994

229

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PART A : EARTH WORK IN EXCAVATION Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. 3. Phylite and other hard rock requiring nominal blasting

16.8

5392

321

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Preparation of foundation of structure including removal of all loose stones, silt and final washing. By manual labour

386.09

8880

23

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PART-A CONCRETE WORK 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; 20mm

115.83

585173

5052

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PART-A CONCRETE WORK 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. PCC Nominal Mix 1:3:6 with plum, Max size of Aggregate 20 mm,

399.83

1862807

4659

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PART-A CONCRETE WORK 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; 20mm

101.5

573373

5649

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PART-A CONCRETE WORK Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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; 20mm

91.77

562550

6130

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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.

1133.4

249348

220

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2.Supplying of M.S. reionforcement 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)

3652.17

346956

95

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PART C : PROTECTION WORK Dry boulder filling in required profile with filling of voids etc. complete including all lead and lifts, and well finished surface

35

40740

1164

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PART B : EARTH WORK IN EMBANKMENT WORK TO BE EXECUTED BY MECHANICAL MEANS 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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. 2. With lead beyond 250 m and up to 750 m (0.5 Km)

137.78

18393

133.5

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PART B : EARTH WORK IN EMBANKMENT WORK TO BE EXECUTED BY MECHANICAL MEANS Compaction of earth or highly weathered strata 1. By manually or plain roller. (density 90% of Proctor)

160.64

3855

24

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PART B : EARTH WORK IN EMBANKMENT WORK TO BE EXECUTED BY MECHANICAL MEANS Watering of earth including cost of carriage of water when source of water is 1. up to 1 Km

160.64

1783

11.1

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Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.

780

46800

60



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