Water Resources Department Tender
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class 1 C, Class II, and Class III.
Bid Capacity
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To extract the bid capacity required in the given tender to bid, we need to consider the provided formulas and requirements. The bid capacity 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 (two) times of the bidder’s highest Annual Turnover in any of the preceding last 3(three) years. The bidder needs to have a bid capacity of not less than the total package value to be qualified. Therefore, the bid capacity required in the given tender to bid can be determined using the provided formulas, considering the bidder's maximum turnover, existing commitments, and the value of the existing tender. The value of the bid capacity would be at least the total package value, and the formula to calculate it is Bidding Capacity = 2A - (B+C). In this case, the answer to the query is found, and it is: 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.
C = Value of existing Tender And the minimum bid capacity required is the total package value.
Technical Capacity
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The required prior work experience for the bidder includes having audited or unaudited Annual Turnover for Civil works only, which should not be less than the package value. The maximum turnover of any one of the last five years will be considered. In case of package value 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. In case of package value 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, and a completion report of the work from the Executive Engineer concerned. The bidder should also submit a copy of a single work order having a minimum value as specified, and an undertaking to complete the allotted work within the stipulated time of completion. The values and percentages mentioned are: - 60% of the package value (for package value more than Rs.5.00 crores, for a single work order)
- 70% of package value (for package value more than Rs.5.00 crores, for two works)
- 50% of the package value (for package value up to Rs.5.00 crore, for a single work order)
- Rs.5.00 crores (package value threshold)
Costs
EMD
₹ 9,93,324Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_42487_1Tender No
N LAKHIMPUR/2024-25/RIDF-II/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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Manufacturing, supplying and fixing retro reflective sign boards of size 1.22 m × 0.76 m made up of 4 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (Bi -lingual), symbols and borders etc. as per IRC: 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to Class - 2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm C/C to back support frame of M.S. angle iron of size 25 × 25 × 3 mm along with theft resistant measures, mounted and fixed with 2 nos. of 900 mm thick pipe vertical post (AISI 202 Grade) of length 3750 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30 cm × 30 cm × 30 cm etc. complete. and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of Zinc chromate yellow primer (Vertical post to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-Charge.
2
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Supply of Geo Bags Type-B (Size 2.00 m × 1.50 m inner to inner) (Pillow Type) made of composite layers of Polypropylene (PP) fibre as per IS 16653:2017 for Nonwoven and IS 16654:2017 for Woven: Woven Geo-textile for the outer cover (300gsm): The woven geo textile is woven with multifilament woven fabric manufactured from ultra violet stabilized polypropylene. Geo-textile used to manufacture geo textile bags should have high mechanical properties for enhanced durability along with enhanced puncture, abrasion and U.V. resistance characteristics. Geo-textile should be inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids. Properties i. Tensile strength (MD) ≥ 80 KN/m & Tensile strength (CD) ≥ 70 KN/m ii. Elongation (MD) ≤ 25% & Elongation (CD) ≤ 25% iii. Abrasion ≥ 75% iv. Trapezoidal Tear Strength (MD) ≥ 1500N & Trapezoidal Tear Strength (CD) ≥ 1300N v. CBR Puncture strength ≥ 900N vi. Permeability ≥ 18 l/m2/sec vii. AOS ≤ 250 micron viii. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% ix. Mass ≥ 300 gm/m² x. Seam strength ≥ 50 % of actual fabric strength.
Non-Woven Geo-textile for the inner layer (300gsm): It is needle punched non-woven geo-textile made of 100% polypropylene staple fibres which are formed into a random network for dimensional stability. It should resist UV degradation, rotting and alkalis. Properties i. Wide Tensile strength (MD) ≥ 15 KN/m & Wide Tensile strength (CD) ≥ 15 KN/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 ≥ 60 l/m2/sec viii. AOS ≤ 75 micron ix. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% x. Mass ≥ 300 gm/m² xi. Thickness at 2KPa ≥ 3 mm xii. Seam strength ≥ 80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitcheswith 2500-3000 denier double line chain stitch with overlap with stitches along the edge. (Bags are to be supplied of 15 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt. of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).
5929.41
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
I. Without plasticiser A. PCC Grade M15.
424.98
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Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with / without 30% crushed aggregate / muruum / GSB Grade 1 as per mix design.
Application:
(1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator upto depth of 200mm. Mix aggregates as per mix design.
(2) Apply 1 kg /cum organosilane Nanotechnology mixed in OMC water (1000 ppm TDS) on loose soil. Scarify the treated and allow it to dry.
(2) Spread Cement 3% by weight of soil on the silane treated and dry soil.
(3) Apply 1 kg/cum of nano acrylic Co-Polymer mixed in OMC water (1000 ppm TDS), on the above treated soil mixed with cement. Scarify and grade the soil.
(4) Spread 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.
(5).Compact the stabilized soil-aggregate base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density.
(6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water
26.1
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Providing cast-in-situ PCC slab of size 0.5 m × 0.5 m × 0.15 m, made in proportion 1:2:4 on trimmed graded slope of river bank including ramming the seat, curing and all handling charges, etc. and complete as directed.
648.85
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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon).
130447.06
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Filling and laying of nonwoven Geo - textile bag of dimension 2.00 m × 1.50 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 volume 0.612 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100 m complete as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without boat.
5929.41
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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.
8306.66
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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 ≥ 300 gm/m² xi. Thickness at 2KPa ≥ 3 mm.
(Each Roll of Geo Fabric Sheet should be supplied in 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).
8722
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Collection and supply of brick bats 10 - 40 mm size to work site including loading, unloading transportation and stacking in measurable stacks including sale tax, compensation if any, etc. complete as directed
5.57
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Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as
directed.
5.57
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