Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Feb 2025
Closing Date11 Mar 2025
Tender Amount₹ 4,59,90,817
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas are as follows: - Average of Gross Annual Turnover of the bidder except for Consortiums and Joint Ventures for any three FYs within immediate preceding five FY on the date of publishing of e-NIT should be at least Rs. 49,87,125.00 (30% of the Amount put to Tender) - For Consortiums or Joint Ventures, the average of Gross Annual Turnover should be at least of Rs. 1,49,61,375.00 (90% of the Amount put to Tender) - Bidder’s Net worth in any three preceding financial years within the zone of preceding five financial years should be positive. Additionally, for technically qualifying, 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. 52,88,941.00 (30% of the Amount put to Tender). The formulas for calculating the bid capacity are:
- 30% of the Amount put to Tender for individual bidders
- 90% of the Amount put to Tender for Consortiums or Joint Ventures
- 30% of the Amount put to Tender for similar work experience.
Technical Capacity
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The required prior work experience for the bidder is that they should have completed a similar work within the immediate five preceding financial years on the date of e-NIT. The gross notional amount calculated from the Credential Certificate (CC) of this work should be at least 30% of the amount put to tender, i.e., the Tender Value, which is Rs. 52,88,941.00. However, for Consortium/JV, the sum of the gross notional value of work in respect of the CC of individual entities for works of similar nature should be at least 60% of the amount put to tender. The amount put to tender is Rs. 1,76,29,803.00. For a single bidder, the gross monitory value of similar work should be at least Rs. 49,87,125.00, which is 30% of the Amount put to Tender. For Consortium/JV, the Gross monitory value should be minimum of Rs. 99,74,250.00, which is 60% of the Amount put to Tender. Additionally, the Average of Gross Annual Turnover of the bidder except for Consortiums and Joint Ventures for any three FYs within immediate preceding five FY on the date of publishing of e-NIT should be at least Rs. 49,87,125.00 (30% of the Amount put to Tender) and for Consortiums or Joint Ventures, it should be at least of Rs. 1,49,61,375.00 (90% of the Amount put to Tender).
Costs
EMD
₹ 9,19,816Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/ec/nit-12(e)/2024-2025 /sl-5
Description
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Contact
Tender Id
2025_IWD_817679_5Tender No
WBIW/SE/EC/NIT-12(e)/2024-2025Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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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]
840
7086
5952912
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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)
10.03
64253
644465
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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 shuttering without staging in foundation.
1200
249
298908
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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
6390
28
182754
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved aterial complete as per direction of the Engineer-in-Charge.
A) In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means;
i) Upto 3 m depth,
a) With pumping out water including shoring as required.
600
147
88668
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SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATION. Bricks / Jhama / Bats. Sorted & stacked at site.
A) Brick bats.
2574.27
1384
3565029
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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 4.00 km and upto 5.00 km.
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 :- Compensation for earth for land owned / arranged by the contractor. Royalty payment certificate in original from competent authority are to be produced along the bill, otherwise amount due towards royalty @ Rs. 29.00 / Cum will be deducted from the bills of work.
4696.03
371
1742227
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Earthwork in excavation in the canals /drainage channels /borrowpits /Riverbed /slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.
A) Ordinary soil /local soil/soil mixed with moorum or kankar/ silt, dryor moist / slushy silt / sticky soil.
1698.26
129
220621
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Compacting earth work in embankment in layers of 25cm.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)
6435.69
27
176402
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Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete.
202.53
367
74343
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Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4)
1198.13
6919
8290568
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Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) A) 1st class brick ballast.
826.57
2226
1840176
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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 Grade of cement (PPC/PSC/OPC 33).
A) Using concrete mixer.
120
6500
780073
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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. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 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 High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.”
77222
26
2024761
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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).
77222
14
1104275
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Turfing with chorkata or durba grass sods 5cm. to 8cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc within alead of 150 metre and all lifts including fine dressing,watering, ramming,guardingetc.complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
6540
33
218240
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