Water Resources Department Tender
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Technical
Technical
Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are Class 1 C, Class II, and Class III.
Bid Capacity
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The bid capacity required to bid can be calculated using the formula: Bidding Capacity = 2A - (B+C), where A = Maximum turnover in any one year during the last three years, B = Value of existing commitments/liabilities of all ongoing works awarded to the bidder remaining to be completed, and C = Value of existing Tender. Additionally, a bidder's maximum bid capacity shall be calculated as 2 times of the bidder’s highest Annual Turnover in any of the preceding last 3 years.
Technical Capacity
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The bidder is required to have prior work experience in civil works. For package values more than Rs. 5.00 crores, the bidder should have at least 1 single civil work order of value not less than 60% of the package value or 2 works equaling 70% of package value. For package values up to Rs. 5.00 crore, the bidder should have at least 1 single civil work order of value not less than 50% of the package value. The bidder should have completed similar works with a value of at least 50% or 60% of the package value, depending on the package value. For example, if the package value is Rs. 10 crores, the bidder should have completed a similar work of at least Rs. 6 crores (60% of Rs. 10 crores) for package values more than Rs. 5.00 crores, or at least Rs. 5 crores (50% of Rs. 10 crores) for package values up to Rs. 5.00 crore. The bidder needs to submit a completion report of the work from the Executive Engineer concerned, and the work order allotted within the last 5 financial years from the year of publication of the bid will only be considered. In terms of specific values and percentages, the bidder should have completed similar works with a value of at least 50% or 60% of the package value. The amount of similar works completed is not less than 50% or 60% of the package value. For instance, for a package value of Rs. 10 crores, the bidder should have completed a similar work of at least Rs. 6 crores (60% of Rs. 10 crores) for package values more than Rs. 5.00 crores, or at least Rs. 5 crores (50% of Rs. 10 crores) for package values up to Rs. 5.00 crore.
Costs
EMD
₹ 11,83,624Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_42578_1Tender No
DIBRUGARH/RIDF XXX/2024-25/IIITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://waterresources.assam.gov.in/
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Documents
BOQ Items
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Filling and laying in cage with silt filled Geo bags of size 1.03m X 0.70m including excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt having minimum weighing 126.00 Kg and minimum volume 0.084 cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly. in cages made of wire netting sheets of size 2.57x1.66m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires complete as directed. (Geo Bag , Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost)
a) Without Boat
11520
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Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017
(i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm.
(Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer, Batch Number & its dimensions clearly on each roll with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).
16156.8
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Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge.
14688
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Supply of sewing thread/yarn PPMF stiching thread (2000 Den.Kaplan) i/c payment of taxes.
1592866
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Construction and supply of Wire -netting box of size 1.50 m × 1.50 m × 0.45 m made with mechanically woven, double twisted, hexagonal shaped wire mesh with wire made of low carbon, high ductile MS wire with heavy class of galvanization woth an additional layer of PVC coating with mesh type of 10 × 12 as per EN 10223 & ASTM A975, mesh wire of 2.70 mm (I.D) /3.70 mm (OD) tensile strength of 450-500/mm2, edge wire slevdge around it at least 2.5 times, lacing wire (zinc PVC coated ) of 2.20mm (I.D) /3.20mm (OD), VC coating thickness of 0.50mm nominal, 0.38 mm minimum, Mesh opening size 150mm × 150mm and with average weight per unit being 12 kg with additional 3% of the weigth of box for lacing wire supplied separately, supporting the facing of the box with zinc coated steel wire of required length as directed, compling with ASTM and Europian norms.
960
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Earthwork in bank trimming to the designed section /slope including removing the soils at a minimum distance of 30 m, complete as directed.
18117.1
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Earth work in excavation of drainage channel by mechanical means to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. For lead up to 50 m and all lifts Normal Soil
180
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Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10 m × 0.10 m × 3.00 m with M - 30 grade of cement concrete conforming to IS 1343:2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20 mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 nos. of 4 mm dia. high tensile steel wire cable/strand with necessary cover and 4 mm high tensile stirrups at 250 mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia. at 50 cm inside from both ends in the same face and in either face of post another 2 nos. of holes of size 16 mm dia. at 65 mm inside from both ends including properly curing for 21 (Twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.
7740
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Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the Porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts andlaunching the porcupine properly as directed. (Lead up to 150 m)
Launching without boat
30
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Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the Porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts andlaunching the porcupine properly as directed. (Lead up to 150 m)
Launching with boat
1260
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