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₹ 3,25,13,352
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
₹ 6,50,267Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/ec/nit-11(e)/2024-25 /sl-5
Description
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Contact
Tender Id
2025_IWD_816506_5Tender No
WBIW/SE/EC/NIT-11(e)/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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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 150 mm 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.
211.72
156
33056
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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: PPC/PSC/OPC 33.
274.66
6937
1905341
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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 1 mm 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 IS:1786).
2.41
64120
154530
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Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hardwood 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 shuttering without staging in foundation.
288
249
71738
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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.
769.76
28
22015
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Excavation of structures:
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 material 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.
306
147
45221
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SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATION.Bricks / Jhama / Bats. Sorted & stacked at site.
A) Brick bats.
59.19
1384
81970
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Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. 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, dry or moist / slushy silt / sticky soil.
1819.3
129
236345
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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.
23.03
367
8454
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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).
394.36
6919
2728810
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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.
243.99
2226
543190
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Ordinary cement concrete (mix 1:2:4) 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]
28.8
6347
182806
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Supplying Cold form ed Steel Sheet Piling Z-type or U Type as per IS 23 14- 1986 upto Amendment no-I June 2018. Structural Steel material conforming to Grade Designation E250 (Fe 410 W ) of IS 2062: 2006 having minimum yield strength of 250 N/mm2 at work site including all statutory taxes, duties and incidental charges.
Specification:-
i) Range of minimum thickness (excluding tolerance at any part in mm ) : 8.0 ≤ tmin ≤ 9.0
ii)Range of Mass (Kg/Sqm): 97.3 ≤ M ≤108.6
iii) Range of Elastic Modulus (cm3) : 1037 ≤ E ≤ 1759.
129.86
137700
17881760
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Driving Non Alloy steel M.S. sheet piles of any kind of approved type and size conforming to IS 2314-1998/EN10248 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 equiepments, craping and cleaning piles, painting the sufrace 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 mean) as per drawing and direction of EIC but excluding the cost of sheet piles.
N.B. 1. Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length, 2. Selection of type and designation of sheet piles shall strictly be in accordance with the provision of para 2.6.1 specification and type of sheet piles as stated.
1046.29
1588
1662210
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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 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.
A) Size of Nylon crate is 1metre X 1metre X 1metre.
i) Where boats are necessary.
324
512
166040
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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.
324
139
45179
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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).
162
27
4440
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Supply and laying of bio-axial extruded high modulus polypropylene geo grid conforming to MORTH SPECIFICATION for base / sub base reinforcement having minimum tensile strength 40 KN /m in the longitudinal and transverse direction, with 14 kM/m and 28 KN/M stensile strength at 2% and 5% strain respectively in the Longitudinal and transverse direction, junction efficiency not less than 95 % and with 38mm x 38mm mesh opening.
135
541
73167
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Cutting holes and subsequent mending good damages. (a) Diameter upto 150 mm. (ii) In concrete work (plain or R.C.) [Cement- 3.0 Kg/Mtr].
16.2
163
2645
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SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATION.
A) Supply of silver sand, stacked at site.
226.8
953
216240
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