Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date6 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 3,12,47,135 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is that the bidder must be a registered WRD Contractor/firm, specifically including Class 1 C, Class II, and Class III contractors.
Bid Capacity
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The bid capacity required in the given tender 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 required prior work experience for the bidder is not explicitly mentioned in terms of years. However, 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 needs to submit a self-certified up to date progress report of all works awarded to him for the past 5 years. The bidder should also submit a copy of a single work order having a minimum value, although the exact values are not specified. The bidder's annual turnover for civil works only should not be less than the package value. The maximum turnover of any one of the last five years is considered, with the maximum bid capacity calculated as 2 times the bidder's highest Annual Turnover in any of the preceding last 3 years. Newly registered class 1 C, Class II, and Class III contractors may be granted relaxation in the above clause for 3 years from the date of their first registration, subject to submission of supporting documents. No specific percentage of similar works completed is mentioned, but the bidder needs to submit an undertaking that the bidder will complete the allotted work in all respect within the stipulated time of completion. The bidder's bid capacity is defined as the monetary value of construction work that the Department deems the bidder is capable of executing and completing successfully at a given time, calculated by 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 any other commitments. In case a bidder has already been awarded work equal to twice his Annual Turnover of the last 3 years but has received some running payment against those works, the bidder would be eligible to bid for new works to the extent of payments already received by him. The value of the package is mentioned in some cases, such as for package value above Rs. 5 Crore and for package value up to Rs. 5 Crore. The minimum allowable lowest quoted value (ALQV) would be calculated by subtracting 10% of the package value. Mentioned values and percentages include: - 60% of the package value for a single civil work order for package values more than Rs. 5.00 crores - 70% of package value for 2 works for package values more than Rs. 5.00 crores - 50% of the package value for a single civil work order for package values up to Rs. 5.00 crore - Twice the annual turnover in any one of the last three years as the maximum contract value - 10% of the package value for the minimum allowable lowest quoted value (ALQV)

Costs

Description

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BOQ Items

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Filling and laying in cage with sand/silt filled Geo bags of size 1.03 m × 0.70 m including excavation of sand/silt from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand/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 150 m and laying properly. in cages made of wire netting sheets of size 2.57 × 1.66 m of 8 G 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 / cage and Polypropylene thread will be supplied by the department free of cost) a) Without Boat

7440

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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).

10434.6

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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.

9486

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Supply of sewing thread/yarn PPMF stiching thread (2000 Den.Kaplan) i/c payment of taxes.

1028731

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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.

620

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Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, complete as directed.

9222.25

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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

104.63

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