Irrigation And Water Resources Department Tender

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Irrigation And Water Resources Department Tender

Works
Coal
Eprocure
Opening Date9 Mar 2021
Closing Date24 Mar 2021
Tender Amount₹ 75,22,752 
This is an estimated amount, exact amount may vary.
Notes
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Costs

  • EMD

    ₹ 1,65,200
  • Document Cost

    ₹ 2,500
  • Tender Fee

    ₹ 1,180

Description

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BOQ Items

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Laying cement slurry 2mm thick over tile lining (HSR No. 19.12)

15155.06

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Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum 75 mm thick manually in curved potion & side slopes, mixing, transporting, vibrating smooth finishing curing of lining by water, striking of joints, watering and brushing the lined surface on side slopes including dewatering. pumping out of water caused by rain water required & machinery, watering & compacting side slopes, collecting debris & disposed off collected material outside the channel as per approved design and specifications.

15689.31

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Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum for coping.

154.76

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Earth Work for excavation in ordinary soil exclusive compensation of earth kassi work undressed involving in an av. horizontal throw upto 2mtr. & an average vertical lift upto 0.5 mtr. (HSR No. 6.2a)

159.16

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First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR 11.25)

57.4

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Centering & Shuttering for sides for coping (HSR No. 9.7)

804.75

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Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.41).

12.61

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Filling Expansion joints with special imperivous hot pour 12mm wide (HSR No. 19.17)

10309.19

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Painting and printing letters on both sides of sign board (L.S)

3

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Removing of NP-2 RCC pipe 600mm dia, 8 feet (HSR No. 8.35-b)

7.32

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Dismantling of brick masonary in Cement (HSR No. 8.5-b)

52.52

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Cement concrete 1:3:6 with 20mm nominal size aggregate (HSR No. 10.40)

37.37

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Ist class brick work in cement mortar 1:4 on F&P (HSR No. 11.40)

90.17

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Centering & Shuttering for flat surface (HSR No. 9.1)

213.42

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RCC 1:2:4 with 20 mm nominal size stone aggregates for slab parapet wall/crash barrier (HSR No. 10.79)

79.72

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Making weep hole 15mm dia 300mm deep for fixing 12mm dia steel bar for connecting crush barrier & existing slab

12

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12mm thick cement plaster (HSR No. 15.6)

265.86

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10mm thick cement plaster cement sand in 1:5 mortar (Rate analysis attached)

534.25

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Cold twisted deformend bars for RCC works were not included in the complete rate of RCC including bending, binding and placing position compete (HSR 18.22)

80.04

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Dismantelling Cement Concrete 1:4:8 (HSR No. 8.6-b)

58.62

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Dismantlling of Reinforcement Cement Concrete (HSR No. 8.6-e)

17

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Earth Work in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. (HSR 6.6).

455.46

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Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP-3 MARKED WITH IS:458-1988 600mm dia and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR Item No. 29.96)

5

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Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP-2 MARKED WITH IS:458-1988 600mm dia and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR Item No. 29.93)

441.36

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Precast cement conc. Cover in C:C 1:2:4 for Hodi.(HSR10.78)

1.68

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Excavation for pipeline running under pressure in trenches and pits in open area where disposal surplus earth is done alongwith the alignment without tembering and shoring upto 1.5 meters depth (HSR No. 6.8-a)

1402.18

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Credit of brick bats (Rate below DTR for credit items will not be acceptable)

52.52

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Credit of Steel (Rate below DTR for credit items will not be acceptable)

15.13

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Credit of pipe (Rate below DTR for credit items will not be acceptable)

7.32

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