Irrigation And Water Resources Department Tender
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Irrigation And Water Resources Department Tender
Civil And Construction
Eprocure
Opening Date18 Mar 2025
Closing Soon1 Apr 2025
Tender Amount₹ 42,14,003
Costs
EMD
₹ 84,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/ee/kidivision/e-nit- 24 (e)/2024-25 Sl 3
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_IWD_827402_3Tender No
WBIW/EE/KIDIVISION/e-NIT- 24 (e)/2024-25Tender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
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Supplying,dressing and stacking at site bamboo pins above 5cm. diameter and upto 7.5cm .diameter. (Dia.to be measured at mid length)
3024
41
125405
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Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
(a) Where boats are not necessary.
1512
13
19822
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Supplying at site geotextile bags of size 1.00mx0.70m using UV stabilized needle punched polypropylene non-woven geotextile of 300gsm as per specification,double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. Note:Payment will be made subject to there sult of 3rd Party Testing,to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.5, 2.7.7, 2.7.8,2.7.9and2.7.10 under the Chapter of “Specification for Works”in the USoR shall be reproduced and included in the tender document as“Specification and Special Terms & Conditions for Geotextile Bags” in case of use of this item in the estimate.
1992
191
381747
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Labour charges for filling Geo-textile 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 with in initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Charge
i) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag
1992
67
135317
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Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430gsmas filter, as per specification, includingcost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.
1750
346
605675
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Earth work from borrow pits over existing embankment or for repairs to embankment, closing breaches etc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile.
1584.55
96
152972
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Extra rate over Item Nos. 9 for all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. (iii) From 90 Metre to 120 Metre
316.91
42
13595
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(iv) From 120 Metre to 150 Metre
792.28
57
45326
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Extra rate over Item Nos 9.0 for all kinds of soil for every additional lift of 1.50 metre or part there of beyond the initial lift of 1.50 metre.
792.28
14
11330
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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 ofthe Engineer-in-charge within a lead of, NB : Measurement to be taken on the basis of stack measurement/prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: The rate is inclusive for compensation for earth for land owned and arranged by the contractor add Rs. 25.00 per cum extra over rate of E/W for land owned /arranged by the Department . Royalty charges on earth @ Rs. 29.00 per cum & cesses charges @ Rs. 5.30 per cum (i.e., Rs. 15.00 per 100 cft.), as per Govt. notification , which will be paid on production of necessary documents in support of payment made towrds the royalties & Cesses. (B)Beyond 1.00 km and upto 2.00 km.
1584.55
341
540664
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