Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Electrical and Electronics
Eprocure
Opening Date16 Nov 2021
Closing Date24 Nov 2021
Tender Amount₹ 7,49,178 
estimatedThis is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as perdecision & direction of Engineer -In-Charge 25 mm to 30 mm shuttering without staging in foundation as per decision & direction of Engineer-In-Charge.

94

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231.9

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Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile includingsupply and transporting the earth by truck or tractor or any othermechanical means on land , including loading, transporting, unloadingand stacking with all lifts bothways and head load where necessary anddepositing the same on embankments, clannels, filling depressions inrequisite profile, levelling as per direction of the Engineer-in-charge withina lead of, NB :- Measurement to be taken on the basis of stack measurement / prepostwork section measurement after deduction of void as per norms. Noextra payment will be made for stacking. Beyond 0.500 km and upto 1.00 km

381

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313.69

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Supplying to site empty cement polythene bags (capacity 50kg) in goodcondition including stacking, incedental charges etc. all complete (capacity 50 kg).

17086

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6.79

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Labour charges for filling empty Cement gunny bag/ polythene bag (capacity 50 kg) with all kinds of earth (wet or dry),sand or aggregates (stone/brick) and sewing as done in case of cement bags,(tying with a knot after filling not be accepted) and stacking with in a lead of 30 metre as direction of Engineer-in-charge(cost is excluding the cost of any types of filling materials). NB:- Volume of earth/sand filled Bags should not be less than 0.028 cum/bag.

17086

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7.92

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Dumping in position earth/sand filled gunny/poly bags (capacity 50 kg) within a lead of 30 metre.

17086

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3.39

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Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.

17086

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6.79

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Quarrying, Carrying, & Supplying stone Boulders / Shingles etc. atquarry site selected by the Engineer-in-charge. (The rate is excluding Royalty and other statutory charges, asapplicable )North Bengal Variety. Boulder above 10 kg. each. For Non-Forest area

4

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1052.05

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Removing all types of Hume pipe and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 for Rural Roads of MORD. Upto 600 mm dia Hume pipe.

25

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174.2

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Taking out sluice gate draw shutter gearing arrangements & pedestal including refitting the same with new nuts & bolts where necessary. Up to 4 sqm. Taking out and refitting the same.

1.13

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358.59

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Oiling, cleaning & greasing the regulator gate & gate partsincluding guide channel, top runner, pedestal block, gear rods,wheel, fish plate etc. with sufficient lubricant as and when necessary as directed by the Engineer-in-charge including cost of all materials to site complete.

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406.1

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Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as well as flap shutter including guide paths, additional M. S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-incharge. Flat Type Rubber Seal 59 mm x 6 mm

9.2

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676.46

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row includingfixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 600 mm dia

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432.12



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