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 is Class 1 C, Class II, and Class III.
Bid Capacity
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The bid capacity required in the given tender to bid having value is 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. The bid capacity is also related to the monetary value of construction work that the Department deems a particular contractor is capable of executing and completing successfully at a given time. 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 bid capacity required is also dependent on the package value, with specific requirements for ownership certificates or lease agreements of machineries for package values more than Rs. 5.00 crore and up to Rs. 5.00 crore. The minimum machinery number will be as per Clause 17, and the amount of Bid Security/EMD shall be 2% of the package value.
Technical Capacity
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The required prior work experience for the bidder is not explicitly stated, but there are mentions of existing work and progress. The bidder needs to submit an up-to-date progress report of all the works allotted to them in the past 5 years. The bidder should have at least 1(one) single Civil work order of value not less than 50% of the package value for packages up to Rs.5.00 crore, and not less than 60% of the package value for packages more than Rs.5.00 crores. Alternatively, for packages more than Rs.5.00 crores, the bidder should have at least 2 (two) works equaling 70% of package value. The amount and percentage of similar works completed are not explicitly mentioned in terms of a required percentage, but the bidder needs to provide details of their annual turnover for the last 3 years. The employer reserves the right not to award the work to the lowest bidder (L1) if their existing work progress is found to be slow. The bidder needs to submit a self-certified up-to-date progress report of all works awarded to them for the past 5 years, along with a table containing Annual turnover of the Bidder during the last 3 years and a table containing value of existing commitments/liabilities of all ongoing works awarded to the bidder remaining to be completed. Relaxation in experience certificate, Annual Turnover for Civil works, and single highest work order 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.
Costs
EMD
₹ 13,78,131Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_42581_1Tender No
TINSUKIA/2024-25/RIDF-II/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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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 to be calculated from Guwahati)
Distance from Guwahati= 540 km
12075
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Supply of Geo-Textile Bags, Type C of Size 1.50 m × 1.00 m, inner dimension made of composite layers of geotextile as per specifications below: Woven Geo-textile for the outer cover. The woven geo textile is woven with UV resistant slit film tape fibre with MAVR values of the following properties. 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. i. Weight (ISO-9864/ASTMD 5261) ≥ 250 Gms/Sqm. ii. Tensile strength (MD) (ASTMD 4595) ≥35 kN/m. iii. Tensile strength (CD) (ASTMD 4595) ≥ 35 kN/m. iv. Tensile Elongation (ASTMD 4595) ≥ 5% & ≤ 30%. v. Grab Elongation (ASTMD 4632) ≥ 5% & ≤ 30% vi. Tensile strength (ASTMD 4632) = 1.5 kN. vii. UV resistance (ASTMD 4355) = 70%/500 hrs. Non-woven Geo-textile for the inner layer. It is needle punched non-woven geo-textile made of 100% polypropylene staple fibers which are formed into a random network for dimensional stability. It should resist UV degradation, rotting and alkalis. i. Weight (ISO-9864/ASTMD 5261) ≥ 300 Gms/Sqm. ii. Tensile strength (MD) (ASTMD 4595) ≥ 12 kN/m iii. Tensile strength (CD) (ASTMD 4595) ≥ 12 kN/m iv. Tensile Elongation (ASTMD 4595) ≥ 5% & ≤ 30% v. Grab Elongation (ASTMD 4632) ≥ 5% & ≤ 30% vi. Tensile strength (ASTMD 4632) = 1.5 KN vii. UV resistance (ASTMD 4355) = 70%/500 hrs (Bags are to be supplied of 100 numbers or part in a bundle, properly packed with name of Manufacturer and Batch Number is to be marked on each bag with “WRD Govt. of ASSAM” to be printed on each bag and mentioning properly the GSM and type of Geo bag polymer. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material)
4243
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Carriage of Geo Bags type-C of size 1.5x 1.0 m including loading & unloading, Stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. Distance from Guwahati= 540 km
4243
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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: 2017Cum (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).
10000
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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 completed as directed.
Distance from Guwahati= 540 km
10000
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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.
9523.81
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Filling and laying of Geo bags of size 1.03m X 0.70m excluding 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 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.
(Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without Boat
7506
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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) With Engine Boat
6928
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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 allhandling 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)
With Engine Boat
10000
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Filling and laying of nonwoven Geo - textile bag of dimension 2.00 m × 1.50 m excluding excavation of specified sand/silt from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand 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. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat
10075
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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon)
769669
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Filling and laying of Geo bags type-C of size 1.5m X 1.0m 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 330 Kg and minimum volume 0.221 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. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) With Engine Boat
2300
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Filling and laying of Geo bags type-C of size 1.5m X 1.0m excluding 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 330 Kg and minimum volume 0.221 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. (sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Mar boat
1943
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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.
800
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Filling and laying in cage with sand/silt filled Geo bags of size 1.03m X 0.70m excluding excavation of specified sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand 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/cage and Polypropylene thread will be supplied by the department free of cost)
Without Boat
9600
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Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed. B. Compaction with vibratory roller of 80-100 kN capacity
For initial Lead up to 1.00 Km for all lifts.
42187.5
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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)
35
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Collection and supply of River silt by truck carriage free from debries and other foreign material, etc complete as directed
By mechanical Means
1. For initial up to 1.00 Km & for all lifts
2. For beyond initial 1 Km & up to 10.00 Km & for all lifts.
Total lead= 6km
4819.32
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Collection and supply of sand from approved quarry of specified grade for construction work free from debries and other foreign material etc. complete as directed.
3212.88
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Carriage of boulder/metal /sand /gravel, etc. including loading & unloading cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman etc., complete as directed. Pucca Road.
1. For 1st Km
2.For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.
3. For every Km extra lead beyond 20 Km. Total lead= 53 km
3212.88
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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. directed.
For lead up to 50 m and all lifts
Normal Soil
360
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