Irrigation And Waterways Department Tender
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Irrigation And Waterways Department - IWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 May 2025
Closing Date26 May 2025
Tender Amount₹ 1,13,31,884
Costs
EMD
₹ 2,26,638Document Cost
Refer DocumentsTender Fee
Refer Documents
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_841409_1Tender No
WBIW/SE/DIC/NIT-03(e)/2025-26Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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,
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. Beyond 500 metre and upto 1.00 km
399.04
330
131874.7392
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Beyond 1.00 km and upto 2.00 km
399.04
341
136156.43839999998
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Beyond 2.00 km and upto 3.00 km
3192.03
350
1119572.6022
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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)
2612.94
27
71620.6854
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SingleBrickFlat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
813
425
345907.11000000004
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Ordinary Cement concrete (mix1:1.5:3) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
248.6
6594
1639305.69
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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)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
814
398
324020.84
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Supply of stone / laterite boulder at site
including cost of materials, loading, unloading
and carriage and including all incidental charges
like Royalty, complete.Royalty certificate in
original from concerned authority are to be
submitted along with the bill) Cost of stone /
laterite boulder at quarry site including Royalty
(Royalty certificate in original from competent
authority are to be submitted along with the
bill, otherwise amount due towards Royalty of
stone/laterite boulder will be deducted from
the bills of works) .
a) Panchami source (Each weighing 25 kg &
above)
171.88
2716
466858.7372
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Relaying displaced stone or laterite boulder pitching including dressing, preparing bed with necessary earthwork upto 30 cm depth complete with cost of collection of boulder within a lead of 30 metre.
515.63
237
122291.9671
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Caulking joints of laterite / stone boulder or Brick pitching with cement mortar 1:4 and flush pointing as per direction of the Engineer-in-charge. (a) Stone / laterite boulder pitching
2750
148
409695
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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (i) 15 cm av. diameter
6390
258
1652581.8
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Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (i) 15 cm av. diameter
Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.
5262
125
658486.68
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.
NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3.
Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.
825
498
410990.25
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Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 15 cm. (i) Jhaw / Eucalyptus.
1378
228
315327.74
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Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge
a) Two Coat
3553.62
65
232939.79099999997
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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.
9573
26
251004.06
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Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
1149
139
160216.56
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Labour charges for dumping and placing in position properly filled in Nylon crates with HDPE bags (minimum 22 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.
NB:- Volume of each earth/ sand filled bags should not be less than 0.0328 m3. Size of Nylon crate is 1metre X 1metre X 1metre.
(a) Where boats are not necessary.
324
878
284659.92000000004
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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 30m and all lifts 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).
2445
14
34963.5
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
693
28
19819.8
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