Water Resources Department Tender
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The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Anti Erosion Measures At Right Bank Of Dikrong River In Between 1st Km And 3rd Km To Protect Madhupur And Dahgharia Area From The Erosion Of River Dikrong. in Lakhimpur, Assam, with an estimated contract value of Rs. 3,98,49,736. The bid opening date for this tender is 03-02-2025 and the last date for bid submission is 24-02-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
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 extracted as follows: 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. For package value up to Rs.5.00 crore:
- The bidder/ contractor should have at least 1(one) single civil work order of value not less than 50% of the package value. Additionally, the Annual Turnover for Civil works only should not be less than the package value, considering the maximum turnover of any one of the last five years. Formulas:
1. Single work order value ≥ 0.6 * Package Value (for package value more than Rs.5.00 crores)
2. Sum of two work order values ≥ 0.7 * Package Value (for package value more than Rs.5.00 crores)
3. Single work order value ≥ 0.5 * Package Value (for package value up to Rs.5.00 crore)
4. Annual Turnover ≥ Package Value Also, 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. 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 bidder needs to have a bid capacity not less than the total package value to qualify. The bid capacity of the bidder will be calculated to ascertain the responsiveness of the bidder as per criteria given. BID CAPACITY is defined as “Bidding Capacity” by definition means 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 bidder should quote rates inclusive of all taxes and Forest Royalty as per prevailing Government Act/ Notification. The bidders who quoted less than 10 % below the package value/estimate rate will be retained and qualify for allotment. The minimum allowable lowest quoted value (ALQV) would be calculated and fixed for the package value by the Employer. The rates quoted against each item by bidder must be up to The Technical evaluation would be taken up if his/her bid is qualified as per the bid capacity and after selecting the qualified bidder based on technical evaluation criteria, the financial evaluation of the responsive bidder will be done. The Technical evaluation criteria are on the parameters of Bid capacity. The bidder shall prepare Technical Bid one for submission through online. The information/particulars/data required for the technical bids should invariably be filled up as per prescribed formats and all uploaded pages including supporting documents must be self attested in all pages before uploading. The bidder may submit a hardcopy of the bid if he so desires. In case of any discrepancy in the hard copy of bid document submitted by him and the online bid documents submitted by him, the online bid document shall prevail. In case of any error in the hard copy, the documents submitted by him in the online bid document shall prevail. The Employer/Authorized official will evaluate and compare only the Bids determined to be substantially responsive. The Department/Employer/Authorized official reserves the right to fix the lowest workable rate that may be allowed for awarding the work/contract. Every bidder shall carefully pursue the clauses and submit his/her bid accordingly. If the bidder submits his/her bid, it will be presumed that he/she has submitted the bid on agreeing with all clauses of the bid documents. Award of contract is subject to approval from concerned Department/Authority. The department/ Tender Committee/ Employer/Authorized Official will award the contract to the bidder whose Bid has been determined as substantially responsive after technical and financial evaluation subject to fulfilment of other clauses relating to award of work. The bid capacity required in the given tender can be determined by the formulas and conditions mentioned above.
Technical Capacity
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The required prior work experience for the bidder is not explicitly stated, but it is mentioned that the bidder needs to submit an up-to-date progress report of all works awarded to him for the past 5 years. 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. For package value up to Rs.5.00 crore, the bidder/ contractor should have at least 1(one) single civil work order of value not less than 50% of the package value. The information on similar works completed is to be provided in a specific format, which includes details such as name of schemes, work order number and date, allotted amount, date of starting, up-to-date progress, and if completed, date of completion. However, no specific percentage of similar works completed is mentioned. The bidder's annual turnover for civil works only for the preceding five financial years is to be provided, along with a certificate from a registered Chartered Accountant. The audited (if required) /unaudited Annual Turnover for Civil works only should not be less than the package value. The bidder's past work experience will also be considered, with a maximum contract/contracts of value 2 (two) times of the bidder’s highest Annual Turnover in any of the preceding last 3(three) years. 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, Annual Turnover for Civil works, and single highest work order may be granted for 3 years from the date of registration for newly registered class 1 C, Class II, and Class III contractors.
Costs
EMD
₹ 7,96,995Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DoWR_42489_1Bid Award Id
ViewTender No
N LAKHIMPUR/2024-25/RIDF-II/IITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://waterresources.assam.gov.in/
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Documents
BOQ Items
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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.
5045.97
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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 arriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.
1872
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Carriage of Geo Bags of size 2.00 × 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 from store to site= 10 km)
11838
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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.
1231.65
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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
120
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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 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
12888
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Spreading of earth stacks over the crest and slope of embankment and places as directed in uniform layer of 22 cm. thick including breaking clods, dressing, ramming etc. complete where necessary including dressing of the embankment, etc. complete as directed.
1149
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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon).
578226
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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 store to site= 10 km)
6732.97
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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
11838
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Carriage of Geo Bags of size 1.03 x 0.70 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 store to site= 10 km)
28890
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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.
6412.35
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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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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 to work site=10km)
1872
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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).
28890
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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) ≥ 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 ≥ 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)
11838
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Earth work in embankment by Tractor-trailer carriage by manual means in locally available ordinary soil excluding rocky soil free from roots & vegetation and stacking in regular measurable stacks at suitable places including clearing debries, breaking clods up to 4 cm cube, etc. complete as directed. (12.50 % deduction will be made from measured quantities 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.(Total Lead=2 km)
1149
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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 ≥ 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).
6732.97
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