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 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. Additionally, the available bid capacity at the time of bidding should be not less than the total package value for bidders who meet the qualification criteria. 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. For package value more than Rs.5.00 crores:
- The bidder/ contractor 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. Formulas:
- For package value more than Rs.5.00 crores: Single work order ≥ 0.6 * Package Value or Total of 2 work orders ≥ 0.7 * Package Value
- For package value up to Rs.5.00 crore: Single work order ≥ 0.5 * Package Value
- Annual Turnover ≥ Package Value Also, 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.
Technical Capacity
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The bidder is required to have prior work experience in civil works. Specifically, the bidder should have at least one single civil work order of value not less than 50% of the package value for package values up to Rs. 5.00 crore, or at least one single civil work order of value not less than 60% of the package value, or two works equaling 70% of the package value for package values more than Rs. 5.00 crores. The work order allotted within the last 5 financial years from the year of publication of the bid will only be considered. Additionally, the bidder should submit a completion report of the work from the Executive Engineer concerned and a statement of ongoing commitment/liability report. The bidder's audited or unaudited annual turnover for civil works should not be less than the package value, considering the maximum turnover of any one of the last five years. The exact amount of similar works completed is not explicitly mentioned, except for the 50%, 60%, and 70% requirements.
Costs
EMD
₹ 5,99,986Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_43126_1Tender No
N LAKHIMPUR/2024-25/M and R/ITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://waterresources.assam.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supply of Geo-textile bags of type-A (1.03 × 0.70 m) inner to inner made of Geo-textile non-woven 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) ≥ 340N & Trapezoidal Tear Strength (CD) ≥ 340N v. CBR Puncture strength ≥ 3000N vi. Permittivity ≥ 1.25s – 1 vii. Permeability ≥ 60l/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 @ minimum 15 stitches per 100 mm. (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).
12033
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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).
8226.86
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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon).
236995
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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 20mm 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.
5724
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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 with 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 selvedge around it at least 2.5 times, lacing wire (Zinc PVC coated) of 2.20 mm (I.D)/3.20 mm (OD), VC coating thickness of 0.50 mm nominal, 0.38 mm minimum, Mesh opening size 150 mm × 150 mm and with average weight per unit being 12 Kg with additional 3% of the weight of box for lacing wire supplied separately, supporting the facing of the box with zinc coated steel wire of required length as directed, complying with ASTM and European norms.
326
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Carriage of Geo Bags of size 2.00 x 1.50 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. Distance=36km
4756
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Carriage of Geo Bags of size 1.03 x 0.70 m/1.0 x 0.7m including loading & unloading, Stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. Distance=36km
12033
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Carriage of 300 gsm Geo sheet of including loading & unloading , Stacking cost of P.O.L., etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed.
Distance=36km
8226.86
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Carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from Stack yard to Work Site including loading, unloading & stacking.
Distance=36km
5724
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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.
4574.15
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Filling and laying in PVC coated W.N. Box of size l.5m X 1.5m X 0.45m with sand/silt filled Geo bags of size 1.03m X 0.70m 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 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 PVC coated W.N. Box, complete as directed. (Geo Bag, PVC coated Wire Netting Box and Polypropylene thread will be supplied by the Department free of cost) Without Boat
3912
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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)
With Engine Boat
4756
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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.
7835.1
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Filling and laying of Geo bags of size 1.03 m × 0.70 m including excavation of sand/silt of size more than 80 micron 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 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 150 m and laying properly as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without Boat
8121
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Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed.
5768.6
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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 and launching the porcupine properly as directed. (Lead up to 150 m)
Launching without boat
378
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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 and launching the porcupine properly as directed. Lead up to 150 m
Launching with boat
576
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Galvanized wire
a) 8G wire
860
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Supplying and launching of tree branches of 7.5 cm to 10 cm dia. 3.5 m to 4.0 m long with green foliage tied in bundle 3 nos. in a bundle with coir sutli securely anchored to stout Jati bamboo post of 7.5 to 10 cm dia., hard jungles wood peg driven at least 1.00 m below ground and 0.50 m above at a minimum safe distance of 7.50 m from the river bank with 8 G. galvd. tying wire, weighing the bundle with two nos. of earth filled cement bags tied with coir sutli etc. complete as directed.
(Using Jati Bamboo at the rate of 21.43 nos./Rm)
35
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Construction of whole bamboo single palisading with matured Barua bamboo stacks of 7.5 cm to 100 mm dia., 15 cm clear apart driven 1.20 m to 1.50 m above ground and 1.00 m to 1.20 m below ground with Barua bamboo inclined struts fixed at 1.50 m apart tied with three rows of horizontal half Bethua bamboo kamies with G.I. wire of 16 G to 18 G etc., complete as directed. (Using Barua Bamboo at the rate of 10.14 nos./Rm & Bethua Bamboo at the rate of 2.40 nos./Rm)
64
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Construction of leets fencing with 75 mm to 100 mm dia. matured Jati bamboo stacks placed 150 mm clear a part and 1.2 m to 1.8 m above ground and 1.00 m to 1.2 m below ground level, etc. complete as directed. (Using Jati Bamboo at the rate of 8.67 nos./Rm)
180
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Serviceable empty cement bags.
914
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Labour charge for filling of empty cement bags to attain minimum filled up volume of 0.028 Cum with filled up size of 0.7 m × 0.40 m × 0.10 m, laying and pitching of the earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed.
(Cement bags will be supplied by the department free of cost). For borrowing earth from a distance up to 30 m.
914
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Supplying and launching of bamboo bundles of undresses Jati bamboo 75 to 100 cm dia. with branches and green foliages containing 4 (Four) nos. of bamboo in each bundle tied together with 2 (Two) folds of 8 G wire at 3 (Three) places and loaded with 6 (Six) nos. of earth filled cement bags tied with 16 G wire launching at site by tying 2 (Two) folds of 8 G wire anchored to bamboo pegs etc., completed as directed.
40
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Supplying and Construction of bamboo cribs fabricated out in pyramid shape out of matured Bholuka bamboo 75 mm to 100 mm dia. complete with all the branches and foliages with apex point at 7.00 m from the bottom. At 0.60 m above the base of 1st row of horizontal stiffeners of size 4.00 m × 3.00 m are to be provided along with 2 nos. of cross struts. A second set of horizontal stiffeners along with cross stiffeners similar to the 1st set are provided at height of 4.00 m from the bottom. One set of cross bracing are to be provided in each face in between the 1st and 2nd horizontal stiffeners. All the stiffeners and inclined members are to be projected 0.30 m beyond the longitudinal members. All the points are to be pinned with 22 Cm long patent nails and protruding end is to be bent properly to have a firm grip and the apex point is also to be clustered with 8 G. wire. All the members are to be punched with chisel or auger. The cribs are to be weighted with 25 nos. of earth filled polythene empty cement bags in all corners and middle of 1st and 2nd row of horizontal stiffeners of the cribs, tied firmly with 8 G galvanised wire etc. including cost of material and complete as directed. (Using Bhaluka Bamboo at the rate of 14.00 nos./Rm)
Construction of cribs
61
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Supplying and Construction of bamboo cribs fabricated out in pyramid shape out of matured Bholuka bamboo 75 mm to 100 mm dia. complete with all the branches and foliages with apex point at 7.00 m from the bottom. At 0.60 m above the base of 1st row of horizontal stiffeners of size 4.00 m × 3.00 m are to be provided along with 2 nos. of cross struts. A second set of horizontal stiffeners along with cross stiffeners similar to the 1st set are provided at height of 4.00 m from the bottom. One set of cross bracing are to be provided in each face in between the 1st and 2nd horizontal stiffeners. All the stiffeners and inclined members are to be projected 0.30 m beyond the longitudinal members. All the points are to be pinned with 22 Cm long patent nails and protruding end is to be bent properly to have a firm grip and the apex point is also to be clustered with 8 G. wire. All the members are to be punched with chisel or auger. The cribs are to be weighted with 25 nos. of earth filled polythene empty cement bags in all corners and middle of 1st and 2nd row of horizontal stiffeners of the cribs, tied firmly with 8 G galvanised wire etc. including cost of material and complete as directed. (Using Bhaluka Bamboo at the rate of 14.00 nos./Rm)
Launching of crib without boat
61
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