Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2024
Closing Soon27 Dec 2024
Tender Amount₹ 5,70,000 
Notes
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Costs

Description

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BOQ Items

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Extra for 1st additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :

100.45

89

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Extra for 2nd additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :

80.81

179

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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)

20.42

1725

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil :

13.91

479

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

1.44

4826

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

15.84

5733

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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

70.4

286

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Preparing and dressing beds of canals for lining. In soils admixed with upto 40% shingle / kankar / boulder

417.75

26

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Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In beds

9.31

5391

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Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In side slopes, - at a height over 3.5 m but upto 5.5m above bed

41.77

5527

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Curing canal lining for 28 days. In side slopes

417.75

62

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Curing canal lining for 28 days. In beds

93.15

20

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Extra over item no. 25.7.2 to 25.7.4 towards allowance for scaffolding

417.75

4

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Carriage of Materials from Source to site of work a) Carriage of Cement av. 10 Kms by Mechincal Transport

14.9

248

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Carriage of Materials from Source to site of work b) Carriage of Sand and Bajri av. 15 Kms by Mechincal Transport

93.76

344

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Carriage of Materials from Source to site of work c) Carriage of Stone aggregate upto av. 15 Kms by Mechincal Transport

1.41

374

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