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, such as: - Abstract of Annual Turnover for Civil works only, certified by a registered Chartered Accountant for the preceding Five Financial Years.
- A table containing Annual turnover of the Bidder during the last 3 years.
- A table containing value of existing commitments/liabilities of all ongoing works awarded to the bidder remaining to be completed. 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
Technical Capacity
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The bidder should have prior work experience in civil works. For package value more than a certain amount, the bidder should have 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 value up to a certain amount, the bidder should have at least one single civil work order of value not less than 50% of the package value. The work order allotted within the last 5 financial years will 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 contractors. The specific values are: - 60% of the package value for one single work order for packages over a certain amount
- 70% of the package value for two works for packages over a certain amount
- 50% of the package value for one single work order for packages up to a certain amount The certain amount is Rs.5.00 crores. No specific information on the percentage of similar works completed is available, except for the requirements mentioned above.
Costs
EMD
₹ 4,27,084Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_42925_1Bid Award Id
ViewTender No
SRIBHUMI/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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Supply of Galvanized Wire Netting Sheet made of 8 SWG wire 152 mm square mesh in sheet 2.57 m × 1.66 m with longitudinal wire at 152 mm centre and 76 mm projection of each wire on all sides beyond the net size of 2.42 m × 1.5 m having knots of 12 SWG at every joints, weight of each sheet should not be less than 6.3 Kg/sheet.
2301
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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 geotextile 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 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 Laboratory should invariably be submitted against each batch of material)
1324
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Filling and laying in cage with sand/silt filled Geo bags of size 1.03 m × 0.70 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 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) Without Boat
13805
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Filling and laying of Geo bags of size 1.03 m × 0.70 m excluding 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 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.
(Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without boat
4205
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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
1324
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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.
2323.11
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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. Gravel Road For 1st Km: For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.
Lead=8Km
2323.11
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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 up to 50 m and all lifts (Normal Soil)
814
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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon).
227235.8
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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
Wide Tensile strength (MD) ≥ 15kN/m & Wide Tensile strength (CD) ≥ 15kN/m Elongation (MD) ≥ 50% & Elongation (CD) ≥ 50% Abrasion ≥ 95% Trapezoidal Tear Strength (MD) ≥ 340 N & Trapezoidal Tear Strength (CD) ≥ 340 N CBR Puncture strength ≥ 3000 N Permittivity ≥ 1.25 s-1 Permeability ≥ 60l/m2/sec AOS ≤ 75micron UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% Mass ≥ 300gm/m² Thickness at 2KPa ≥ 3 mm.
(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).
3226.8
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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.
3073.14
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Carriage of Geo Bags of size 1.03 x 0.70 m / 1.0 x0.7m 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 to be calculated from Divisional Store) Distance=38Km
18010
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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 completed as directed.
(Distance to be calculated from Divisional Store) Distance=38Km
1324
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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 to be calculated from Divisional Store) Distance=38Km
3226.8
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Carriage of wire netting sheets of size 2.57 × 1.67 m made of 8 G wire of 152 mm Sq. mesh 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 Divisional Store) Distance=38Km
2301
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Collection of river gravel & shingles of size 20mm to 40mm in average free from dust dirt and other foreign materials including necessary carriage and stacking in regular measurable stacks at quarry site, monopoly etc. Complete as directed ( 7.5% deduction will be made from the stack measured quantities on account of void)
668.1
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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. For 1st Km: For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.
For every Km extra lead beyond 10 Km & up to 20 Km. For every Km extra lead beyond 20 Km.
Lead=(9+10+51)=70Km
668.1
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Local carriage of boulder, metal, gravel/sand etc. from the approachable site beyond 150 m and up to 3.00 Km from the work site including loading from stack and unloading at work site with 10 (Ten) ton capacity truck, supplying P.O.L. etc. complete as directed.
2991.21
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Labour charge for filling the inverted filter drain both horizontal/vertical drain/filter medium with river shingles of size 10-38mm in layers, / brick bats of size 20-50mm to the designed sections and levels including local carriage of materials from a distance of 150m complete as directed.
668.1
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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 20 mm 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. (Stackyard at Patharkandi WR Sub-Division campus)
504
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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 (For 5Km)
504
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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 upto 150 m) (Launching without boat.)
36
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Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10m × 0.10m × 3.00m 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):
48
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Earth work in embankment by manual means by truck carriage in 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 debris, breaking clods up to 4cm cube, dressing as per design section, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted on account of shrinkage) For initial lead up to 1 Km and for all lifts, For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.
For every Km extra lead beyond initial lead of 10 Km & up to 20 Km.
Lead=(9+4)=13Km
6318
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Compacting original ground (i) Compacting original and supporting embankment loosening, leveling & compacting to original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 & 300.2 for embankment construction as per technical specification clause 30 1, 4.1
6318
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Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site etc. complete as directed.
78.75
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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. Gravel Road For 1st Km:,
For every Km extra lead beyond initial lead of 1 Km & up to 10 Km. For every Km extra lead beyond 10 Km & up to 20, For every Km extra lead beyond 20 Km.
Lead= (9+10+51)=70Km
78.75
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Local carriage of boulder, metal, gravel/sand etc. from the approachable site beyond 150 m and up to 3.00 Km from the work site including loading from stack and unloading at work site with 10 (Ten) ton capacity truck, supplying P.O.L. etc. complete as directed.
78.75
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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.
78.75
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