Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Eprocure
Opening Date13 Jul 2018
Closing Date6 Aug 2018
Tender Amount₹ 8,50,55,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Hard /Dense Soil

4241.7

250260

59

... More
Hard soil mixed with kanker / boulders murram

8483.4

619288

73

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Soft/disintegrated rock

8483.4

848340

100

... More
Hard rock not requiring blasting

4241.7

623529

147

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Phylite & other hard rock requiring nominal blasting

8483.4

2061466

243

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Hard rock (dry of moist) requiring blasting (where hardness of rock is more than 2) including dispoal of excavated material in the designed spoil bank/ embankment and dressing of excavated material & Dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone elsewhere for which any transition expenditure & royalties, tax etc. if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

8483.4

2171750

256

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Final excavation by line driling including removing of hard rock by wedging and barring and chiselling near final levels (only up to 0.3 m depth) without resorting to blasting including dewatering, disposal of exavated material within initial lead of 50 m and lift of 1.5 m complete in all respect.

1889

1484754

786

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Cement concrete nominal mix(1:1½:3) M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm.

2446

10803982

4417

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Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 40mm

3522

13299072

3776

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Preparation of foundation of structure including removal of all loose stones, silt and final washing by compressed air & water under pressure.

6296

384056

61

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Plaster in cement sand mortar 1:5 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 25mm

4666

1021854

219

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Cement concrete design mix (1:1:2) M-25 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm

2342

12693640

5420

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R.R stone masonary (Where 90% stones weighing not less than 37.5 kg & no dimension to be less 23cm) for supersturcure including all leads of all construction materials & including curing etc. complete In cement sand mortar 1:5).

8645

26548795

3071

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Side shuttering including propping etc. complete (to achieve finish F2 for)

-

-

-

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(a) Block joints of foundation stilling basins, buckets, aprorns etc. (non-suspended horizontally laid mass concrete)

1101

115605

105

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(b) Retaining wall up stream or down-stream slope facings of dams and open faces of construction joints etc.

2140

310300

145

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(c) Top or intermediat bed plates, in between masonry or piers, abutments sluice well etc.

25

3125

125

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Centring and shuttering for piers, galleries, barrels, curved surfaces arches, circular ducts etc. up to 5.0 m height form base/floor level (To achieve F2 finish) for extra for curved edges or side of special shapes like baffle or chute block and sills, projected copings, extended sills etc.

931

316540

340

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Supply and fixing 6 mm thick PVC water seal of approved quality in Construction/Construction joint as per drawing complete in all respect.

94

57810

615

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Labour charges for obstruction in lying and placing reinforced cement concrete due to reinforcement. (a) For in foundation raft, beams, Column base stiling basins, buckets aprons etc ( non suspended horizantally laid mass concrete)

4789

493267

103

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Drilling holes of 35 mm dia meter for anchor rods, up to 1.50 m depth

741

76323

103

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

978

147678

151

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

14406

677082

47

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Supply of well stitiched earth filled bags capacity, weight hot less than 40 kg per bag at site etc.

27360

300960

11

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Re-handling of excavated material including loading, unloading & dressing within intial lead of 50 m & lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. Complete in all respect mixed strata muck with lift up to 3.00 m

2250

180000

80

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Labour Charges for making coffer dam/ ring bund by loading transporting earth filled cement bags dropping at required location in water including all lead and lifts complete esxcuding cost of empty cement bags.

27360

410400

15

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

130666

7447962

57

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Excavation under water for all type of strata including dewatering charge (quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continuous pump Running Should Only be Considered

-

-

-

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Soft/disintegrated rock

2545

63625

25

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Hard rock not requiring blasting

2333

85737

36.75

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Phylite & other hard rocking requiring nominal blasting

5514

334975

60.75

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Hard rock (dry of moist) requiring blasting (where hardness of rock is more than 2) including, disposal of excavated material in the designed spoil bank/embankment and dressing of excavated material with all leads and lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc. if required to be paid than it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

5514

352896

64

... More
Final excavation by line driling including removing of hard rock by wedging and barring and chieselling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50 m and lift of 1.50m etc complete with all respect

1889

371188

196.5

... More
Extra lead of excavated material Lead upto 1/2 Km

33934

481862

14.2



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