Irrigation And Flood Control Department Tender

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The Irrigation And Flood Control Department has issued a formal invitation for competitive bids for Spot Treatment Of Drung Canal Near Rd 2120m (length 60m) And Pargon Distributory Rd (0-35m) By Way Of Laying Of Bed Flooring, Grouting And Cutoff Wall For Preventing Leakage Of Water From The Canal. in Kathua, Jammu & Kashmir, with an estimated contract value of Rs. 1,18,510. The bid opening date for this tender is 22-08-2020 and the last date for bid submission is 07-09-2020.Interested bidders for Irrigation And Flood Control Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Irrigation And Flood Control Department Tender

Eprocure
Opening Date22 Aug 2020
Closing Date7 Sep 2020
Tender Amount₹ 1,18,510 
Notes
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Description

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BOQ Items

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

16.65

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3707.4

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Disposal of Earth for av. distance 50m. by Head load.

6.3

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94.51

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Centering and shuttering incl. strutting, propping etc and removal of form work for foundations, footings bases of columns etc.

9

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179.25

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Earth work in excavation by manual means over areas (Exceeding 30cm and upto 1.5mtr. in depth,1.5 Mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1 Mtr for cutting edge, disposed earth to be levelled and neatly dressed in. i) All kind of soils.

9

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240.45

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Carriage of Sand av. Distance 40Km. by M.T and 200M by head load from source to site of work..

9.67

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516.73

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Carriage of Bajri (20mm) from source to site of work av. Distance 20Km. by M.T and 200M by head load.

18.62

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400.13

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Grouting of stone pitching using M-10 nominal mix concrete ( Maximum size of aggs. 20mm nominal) @6.00 cum per 100 sqm on horizontal/ side slopes complete including curing. Crushed.

44.62

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214.15

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Silt clearance from canals , inclusive of initial lead and Lift (50 m& 1.5 respectively ) 70 % dry & 30% wet .

47.1

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62.7



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