Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date18 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 2,41,80,635
Technical
Technical
Financial
Bid Capacity
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The bid capacity required for bidders to participate in the tender can be determined using the following formulas: - For bidders (except Consortiums and Joint Ventures): 0.3 * Tender Value
- For Consortiums or Joint Ventures: 0.9 * Tender Value Given the various tender amounts, the required average Gross Annual Turnover for each scenario is calculated as follows: 1. For Rs. 96,63,605.00: - For non-Consortiums/Joint Ventures: 30% of this amount is Rs. 28,99,081.50 - For Consortiums/Joint Ventures: 90% of this amount is Rs. 86,97,244.50 2. For Rs. 1,26,77,579.00: - For non-Consortiums/Joint Ventures: 30% of this amount is Rs. 38,03,273.70 - For Consortiums/Joint Ventures: 90% of this amount is Rs. 1,14,00,021.10 3. For Rs. 1,21,44,140.00: - For non-Consortiums/Joint Ventures: 30% of this amount is Rs. 36,43,242.00 - For Consortiums/Joint Ventures: 90% of this amount is Rs. 1,09,19,726.00 Additionally, for other tender amounts:
- For Rs. 1,27,74,118.00: 30% is Rs. 38,32,235.40 for non-Consortiums/Joint Ventures, and 90% is Rs. 1,14,96,706.20 for Consortiums/Joint Ventures.
- For Rs. 1,15,58,271.00: 30% is Rs. 34,67,481.30 for non-Consortiums/Joint Ventures, and 90% is Rs. 1,03,92,644.00 for Consortiums/Joint Ventures.
- For Rs. 93,31,256.00: 30% is Rs. 27,99,376.80 for non-Consortiums/Joint Ventures, and 90% is Rs. 84,08,330.40 for Consortiums/Joint Ventures. The bid capacity required for individual bidders and Consortiums/Joint Ventures in the given tenders can be calculated using these formulas and values.
Technical Capacity
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The required prior work experience for the bidder includes similar previous works contracts. In case of execution of work/ supply of service, the value of a single work/ service of similar nature completed is considered. The bidder must have satisfactorily completed at least 1 (one) work of ‘similar in nature’ under Government Sector within last five FYs on the date of publication of this e-NIT of Gross monitory value of Rs. 97,54,006.00 (30% of the Amount put to Tender) and Rs. 92,80,787.00 (30% of the Amount put to Tender) for two different projects. Additionally, the minimum gross Notional value of above Major Item desired is Rs. 1,26,77,579.00 and Rs. 96,63,605.00 for the two projects, and also values such as Rs. 1,21,44,140.00, Rs. 1,15,58,271.00, Rs. 1,27,74,118.00, and Rs. 93,31,256.00 are mentioned. The percentage of similar works completed is 30% for individual bidders. For Consortiums or Joint Ventures, the average of Gross Annual Turnover should be at least 90% of the Amount put to Tender.
Costs
EMD
₹ 4,83,613Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/ec/nit-11(e)/2024-25 /sl-1
Description
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Contact
Tender Id
2025_IWD_816506_1Tender No
WBIW/SE/EC/NIT-11(e)/2024-25Tender 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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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.
520
139
72509
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Charges for supplying, dumping and placing in position properly filled in Nylon Crates with filled in HDPE bags minimum 22 Nos. having size (0.84 m x 0.38 m) with brick bats 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 cm depth,if necessary or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of necessary materials carriage and charge of filling bags with brick bats machine stiching the open end of the bag with thread as per design but excluding cost of Nylon Crate as per direction of Engineer-in Charge. N.B : Volume of bats filled bags should not be less than 0.0328 cum. Size of Nylon crate is 1 m x 1 m x 1 m .
A) where boats are necessary.
520
1783
927196
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Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm. nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
A) pakur variety. [Cement : PSC / PPC/OPC 33]
291.2
6871
2000955
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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
A) Steel materials Tor Steel rods / HYSD bars / TMT bars. (JSW/JSPL / Shyam / SRMB/SSL/ BMASL / Electrosteel) (Fe 415 /Fe 500 /Fe 500D, conforms to lS: 1786)
25.73
64112
1649796
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
A) 25mm to 30mm thick wooden shuttering without staging in foundation.
416
249
103621
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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
442
28
12641
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Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete
(capacity 50 kg).
21039
7
150429
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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 agreegates(stone / brick) and sewing as done in case of cement bags, ( tying with a knot after filling will not be accepted), and stacking within a lead of 30 metre as per direction of Engr-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.
21039
8
175465
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Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
21039
3
75320
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
A) Depth of excavation not exceeding 1,500 mm.
208
14214
29565
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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 / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.
Note: For compensation for earth for land ownwd and arranged by contractor add Rs. 25.00 per cum extra over rate of E/W for land owned/arranged by the Department Royalty Charges on earth @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 towards the royalties and cesses.
1945.5
371
721781
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SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATION.
Bricks / Jhama / Bats Sorted & stacked at site. Brick bats.
1321.14
1384
1829607
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement, if any, inground floor as per relevant IS codes. a) Pakur Variety.
Cement: (PPC/PSC/OPC 33).
44.2
6280
277585
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Mixing Superplastisizer in concrete as per manufacturer's specification and direction of Engineer-in-Charge. The rate is inclusive of cost of superplastisizer. A) Carboxylate based.
1692.41
209
355000
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Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost 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.
3640
288
1049849
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Structural Steel (MS) angles, joists, channels,flats etc.
E 250 confirm to IS: 2062 & 808
A) Up to 200mm size.
41.76
59197
2471870
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. A) RCC Grade M25;
i) Height up to 5 m,
a) Using concrete Mixer.
259.63
7454
1935500
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Cast-in-situ cement concrete blocks or lining units as per designed section and specification, in nominal mix proportion 1:1.5:3 (corresponding to M20 Grade) with well graded 20 mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12 mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 μm to act as a separator between the bottom surface of the block and the sand cushion / filter material laid below the blocks, including dressing,ramming, shuttering, finishing the exposed surface by trowel without adding any additional cement and sand mortar, curing and filling the gaps between the adjacent units by 5.6 mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion /filter.
Stone aggregates of Pakur.
1092
7361
8039129
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
120.62
34
4169
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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface , if necessary:
A) On steel or other metal surface: With super gloss (hi gloss)-
i) Two coats (With any shade except white).
120.62
94
11356
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Driving Non alloy steel/M.S. sheet piles of any kind of approved type and size conforming to IS: 2314-1986/EN 10248-I&2 in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scraping and cleaning piles, painting the surface with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc. including all cost of labours, supply and carriage of equipments to site (by any means) as per drawing and direction of EIC but excluding the cost of sheet piles.
N.B.: Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length.
1453.44
317
461816
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SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATION.
Fine Sand
(Grading Zone III as per IS:3831970)
Stacked at site.
589.08
1179
695044
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