Irrigation And Water Resources Department Tender

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Irrigation And Water Resources Department Tender

Works
Civil And Construction
Eprocure
Opening Date25 Jan 2025
Closing Soon8 Feb 2025
Tender Amount₹ 53,96,066 
Notes
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Costs

Summary

Final Closure Of Breach Portion Over Right Ex Zamindary Embankment Of River New Cossye For A Length Of 70 M At Mouza Udaypur G.p.chjaitanyapurii Within Block And Ps Panskura, Dist-purba Medinipur.

Description

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BOQ Items

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Earthwork in making new embankment / ring bundh/ retired embankment by excavation of earth from borrow pits in all kinds of soil including making berms and depositing the same in layers not exceeding 25 cm. as per profile within an initial lead of 30 metre and lift of 1.5 metre including cost of nicking outlines, dug- belling, putting profiles, cutting and removing thick and thorny jungles, uprooting trees and stumps of all sizes upto 30 cm., girth from the site alignment as per direction of the Engineer-in-Charge including dewatering, removal of weeds, carcasses, organic matter etc., if any, breaking clods, rough dressing, watering, ramming, compacting etc. complete. (Work to be executed on section measurement by pre-work & post-work level section) A. Where land for earth owned/arranged by the Department

2512.66

140

353355

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Extra rate over Item No 4 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. i) One Extra Lead

125.63

14

1797

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ii) Two Extra Lead

125.63

28

3593

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iii) Three Extra Lead

125.63

42

5390

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iv) Four Extra Lead

125.63

57

7187

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v) Five Extra Lead

251.27

71

17968

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vi) Six Extra Lead

251.27

85

21561

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Extra rate over Item No 4 for all kinds of soil for every additional lift of 1.50 metres or part thereof beyond the initial lift of 1.50 metres. i) One Extra Lift

2512.66

14

35931

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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 including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, A) Beyond 500 metre and upto 1.00 km NB :- Measurement to be taken on the basis of stack measurement / pre- post work section measurement after deduction of void as per norms. No extra payment will be made for stacking.

4642.82

330

1534359

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B) Beyond 1.00 km and upto 2.00 km

4642.82

341

1584176

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Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)

11782.56

27

322960

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Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanised wire including cost of all materials, carriage upto site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces e) 1.00 metre x 0.60 metre nominal section

70

3246

227252

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Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in charge. a) Mesh size 100 mm x 100 mm with 10 SWG wire

3.6

156

562

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Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS:14252:2015 for bank protective works including all cost of cost of transportation on road by all means, including other incidental charges complete. Note:Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally

3035

26

79578

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Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30 m and all lifs including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge. (Volume of earth / sand filled bag should not be less than 0.0328 cum).

3035

14

43401

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Extra rate for item no 12 above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. (i) 5 (five) Extra Lead

3035

29

90443

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Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).

857.5

33

28615

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Water Bound Macadam Sub Base by consolidating Jhama metal of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary,hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :

185

2626

485847

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Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.

55.5

1833

101756



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