Water Resources Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender includes Class 1 C (only BE/Engineering graduates), Class II (Diploma Engineers), and Class III contractors.
Bid Capacity
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The bid capacity required in the given tender 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.
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. In case a bidder has already been awarded work equal to twice his Annual Turnover of the last 3(three) 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. Also, in case a bidder has been awarded work to the extent of twice the highest turnover in the last 3 (three) years, or if his past work awarded and taking into account the current bid would cross twice the highest annual Turnover of last 3 (Three) years, he/she would be deemed to be financially ineligible to bid and his bid would be rejected on this ground. The bid capacity is also defined as the monetary value of construction work, in aggregate, which the Department deems itself reasonably assured that a particular contractor is capable of executing and completing successfully at a given time. The bid capacity required in the given tender to bid is defined as the monetary value of construction work that the Department deems a particular contractor is capable of executing and completing successfully at a given time. The bid capacity is calculated using the following 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.
C = (Not explicitly defined in the given context, but mentioned in the formula) 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. In case a bidder has already been awarded work equal to twice his Annual Turnover of the last 3(three) 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. Also, in case a bidder has been awarded work to the extent of twice the highest turnover in the last 3 (three) years, or if his past work awarded and taking into account the current bid would cross twice the highest annual Turnover of last 3 (Three) years, he/she would be deemed to be financially ineligible to bid and his bid would be rejected on this ground. To determine the bid capacity required, we need to look for specific details within the provided information that outline the criteria or formulas used to assess a bidder's capacity. Upon reviewing the details, we find references to various annexures and clauses that bidders must comply with, including financial soundness, experience, and technical capabilities. However, the exact formula or specific value for bid capacity is not directly stated in the query context. Given the information, there are references to annual turnover, existing commitments, and the requirement for bidders to submit detailed financial information. But without a specific formula or threshold value mentioned for bid capacity, we cannot accurately calculate or determine the bid capacity required. Therefore, 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 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. In case a bidder has already been awarded work equal to twice his Annual Turnover of the last 3(three) 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. Also, in case a bidder has been awarded work to the extent of twice the highest turnover in the last 3 (three) years, or if his past work awarded and taking into account the current bid would cross twice the highest annual Turnover of last 3 (Three) years, he/she would be deemed to be financially ineligible to bid and his bid would be rejected on this ground. The bid capacity required can be calculated using the given percentages or fixed amounts for each work. The formula for calculating the EMD/Bid Security for work 1 is: EMD = 2% of package value = 0.02 * 506.00 lakh = 10.12 lakh. However, the actual
Technical Capacity
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The bidder should have prior work experience in civil works. For package value more than Rs.5.00 crores, the bidder should have at least 1(one) single Civil work order of value not less than 60% of the package value or 2 (two) works equaling 70% of package value. For package value up to Rs.5.00 crore, the bidder should have at least 1(one) single civil work order of value not less than 50% of the package value. The work order allotted within last 5 financial years from the year of publication of bid will only be considered for the above criteria. Relaxation in experience certificate may be granted for 3 years from the date of their first registration for newly registered class 1 C, Class II, and Class III contractors. There is no specific information on the percentage of similar works completed.
Costs
EMD
₹ 9,92,890Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_42692_1Tender No
DHEMAJI/2024-25/RIDF-II/ITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://waterresources.assam.gov.in/
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Documents
BOQ Items
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Earth work in excavation of drainage channel 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 upto 50 m and all lifts
Normal Soil
17000
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Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5 m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos./Rm & Jati Bamboo at the rate of 61.00 nos./Rm)
40
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Supply of Geo Textile tube (Mega Container) with the minimum properties as mentioned below:- 1. Polymer:PP of 400GSM or above 2. Tube Circumference:10m +5% 3. Fill port (diameter): 30to 45 cm 4. Tensile Strength (MD):100 KN/m 5. Tensile Strength (CD):100 KN/m 6.Elongation-MD:25% 7. AOS0.180 mm 8. Permittivity 0.40 S-1 9. Length: 25m
72
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Filling of geotubes (25m long and 10m circumference) with sand of volume 176 cum by using mud pump not below the fill height of 1.60m as per drawing and technical specification , binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube and at both ends to keep the tube in position during filling as specified and directed including all loading, unloading and handling charges and local carriage upto a distance of 250m,etc., pumping slurry using mud pump from a distance upto 500m etc including setting up of the tube laying platform ,complete as directed
72
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Supply of Geo-textile bags of type-A (1.03 × 0.70M) inner to inner made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653 : 2017 (i) Wide Tensile strength(MD) ≥20KN/m & Wide Tensile strength(CD) ≥20 KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv)Trapezoidal Tear Strength (MD) ≥450N & Trapezoidal Tear Strength (CD) ≥450N (v)CBR Puncture strength≥4000N (vi)Permittivity≥1.10s-1 (vii)Permeability≥40l/m2/sec (viii)AOS ≤75micron (ix) UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥ 80% (x)Mass≥400 gm/m² (xi) Thickness at 2 KPa≥3 mm (xii) Seam strength ≥80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100mm. (Bags are to be supplied of 100 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)
4369
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Supply of Geo Bags Type-B (Size 2.00m × 1.50m 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 2 KPa ≥3 mm (xii) Seam strength ≥80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 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 Laboratoryshould invariably be submitted against each batch of material)
589
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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)
1063.13
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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon)
61017
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Supply of Galvanized Wire Netting Sheet made of 8 SWG wire 152mm square mesh in sheet 2.57m x 1.66m with longitudinal wire at 152 mm center and 76mm projection of each wire on all sides beyong the net size of 2.42m x 1.5m having knots of 12 SWG at every joints, weight of each sheet should not be less than 6.3 kg/ sheet.
200
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Filling and laying of nonwoven Geo-textile bag of dimension 2.00mx1.50m including excavation of sand/silt from flood plain or adjacent chars within a distance of 90m 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 100m complete as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat
589
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Earth work in excavation by hydraulic excavator, to proper grade and slopes as required including utilizing the spoils for filling works in the vicinity including removing roots & vegetation, dressing to design section etc. complete as directed. Ordinary Soil, For depth up to 3.00 m
406.88
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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.
1012.5
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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 adistance 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) without boat
1200
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Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of sand/silt of size more than 80 micron from flood plain or adjacent chars within a distance of 90m 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 double stitched 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 as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without Boat
3169
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