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Tender ID
Tender Value
Refer Docs
EMD Value
₹26.1 L
Closing Date
14 May 2026, 10:30 pmClosed
Visvesvaraya Jala Nigam Limited
Usha R V
REHABILITATION AND IMPROVEMENT WORKS TO VANI VILASA SAGARA DAM UNDER WORLD BANK AIDED DRIP PROGRAMME
VJNL/2025-26/DA/WORK_INDENT494
VJNL/2025-26/DA/WORK_INDENT494
Open
Dam and Allied works
Two Tender Document System(Two Cover)
VJNL Division UBP NO 7 Office Hiriryur
11 documents required · 11 mandatory
General Construction Experience Experience under construction contracts that is Rehabilitation and Improvement works of Dam including under water pointing and underwater cementitious Groutingfor the last seven years, 1st April 2018and bid submission deadline
Specific Construction & Contract Management Experience A minimum number of similar contracts that is Rehabilitation and Improvement works of Dam including under water pointing and underwater cementitious Grouting of minimum value that have been satisfactorily and substantially completed 1stApril 2018and bid submission deadline a.One Contract each of minimum value of Rs. 2091.24 Lakhs 80percent of the estimated value of contract b.Two Contract each of minimum value of Rs. 1568.43 Lakhs 60percent of the estimated value of contractThree Contract each of minimum value of Rs. 1045.62 Lakhs 40percent of the estimated value of contractDefinition of Similar work Similar work means Rehabilitation and Improvement works of Dam including under water pointing and underwater cementitious GroutingFor the above and any other contracts substantially completed and under implementation as prime contractor, between 1st April 2018 and Application submission deadline, a minimum construction experience in the following key activities successfully completed: Under 4.2aspecified requirements define similarity of contracts, whereas the key activities or production rates to be specified under 4.2b define the required capability of the Applicant to execute the Works. There shall not be any inconsistency or repetition of requirement between 4.2a and 4.2b.For the rate of production, specify that the rate of production shall be on the basis of either the average during the entirespecified period OR the rate of annual production in any 12-month period in the specified period1. Upstream face Under Water Pointing 5,079.94 Sqm 2. Upstream face Under water Cementitious Grouting 50.80 MT 3. Raking Cleaning and Pointing on upstream face of the masonry Dam using UV resistant Non Toxic material1866.50 sqm4. Drilling vertical/inclined holes in masonryconcrete dam body& hard rock with diamond drilling: 1853.33 Rmt
Valid PWD Class-1registration certificate issued from competent authority
GST Registration certificate
Valid Labour insurance certificate issued from competent authority
Valid certificate of registration in labour department (Form-C) issued from competent authority.
Bid Capacity Bidders who meet the minimum qualification criteria will be qualified only if their available bid capacity for construction work is equal to or more than the total bid value of the work. The available bid capacity will be calculated as underAssessed Available bid capacity A mutiple of N multiple of 1.15 minus B Where A Maximum value of civil engineering works executed in any one year during the last seven years updated to the price level of the financial year 202526at the rate of 5percent per year taking into account the completed as well as works in progress N Number of years i.e.1.5 years 18 Months prescribed for completion of the works for which bids are invited period upto 6 months to be taken as halfyear and more than 6 months as one yearBValue at202526 price levelof existing commitments on ongoing works to be completed during the period of completion of the works forwhich bids are invited.Note: the statements inSection IV showing the value of existing commitments of ongoing works as well as the stipulated period of completion remaining for each of the works listed should be countersigned bytheProject Manager, not below the rank of an Executive Engineer or equivalent
Key Personnel The Bidder must demonstrate that it will have suitably qualified and in adequate numbers minimum Key Personnel, as described in the Table below, that are required to perform the Contract.The Bidder shall provide details of the Key Personnel and such other Key Personnel that the Bidder considers appropriate, together with their academic qualifications and work experience. The Bidder shall complete the relevant Forms in Section IV Bidding Forms.The Contractor shall require the Employers consent to substitute or replace the Key Personnel (reference the Particular Conditions of Contract 9.11. Construction Manager-1(One) BE(Civil) 10 2.Grouting Specialist-1(One) BE (Civil) 5 3.SiteEngineer-2(Two) BE orDiploma(Civil) 5 4.QualityControlEngineer-1One BE(Civil) 5 5. SiteEngineer -1 (One) BE (Electrical) 3 6. Site Engineer -1 (One) BE (Mechanical) 5 Suitable experts in the following specializations 7. Environment specialist (Need Based) 1(One) Degree in relevant field 3 8. Social specialist Need Based 1One Degree in relavent field 3 9. Health & safety specialist Degree in relevant field 3 10. Sexual exploitation, Abuse and Harassment Expert (Where Project SEA risks are assessed to be substantial or high, key Personnel shall include and experts with relevant experience in addressing sexual exploitation, sexual abuse and sexual harassment cases Degree in relevant field 3
Equipment The Bidder must demonstrate that it will have access to the key Contractors equipment listed hereafter: 1.DG Set 20 KVA1 2. Suspended platforms 2 3. Floating Barges or Pontoon1 4. Floating Jetty1 5. Underwater ROV2 6. Underwater Cutting Torch1 7. Diving Helmet KMB-3 8. Diving Communication Radio3 9. Diving Regulator 2nd Stage5 10. Diving Regulator 1st Stage5 11. High Pressure Compressors Min.5 HP2 12. Diving Mask5 13. Diving Fins5 14. Diving Wet Suits5 15. Screw Compressors Min.475 cfm, 12 bars 3 16. High Pressure water jet pump with Acc2 17. Electrical Winch 3 Ton Capacity3 18. Buoyancy control device BCD1 19. Scuba Cylinder4 20. Scuba Compressor1 21. Grout mixer machine1 22. Hydraulic operated rotary diamond drilling machine with electric motarcapacity of 0 to 300 mtr drillingwith apparatus02 sets 23. High pressure double acting cement grouting pumpset-02 sets 24. Hydraulic double packer with meter pressure guage for permeability test-01 set 25. Electrical operated movable crane 15 tonne capacity-01 set 26. Water Tanker for Curing and Watering-02 27. Quality Control Lab-01
Financial Capabilities Bidder shall demonstrate that it has access to, or has available liquid assets,unencumbered real assets, lines of credit and other financial means independent of any contractual advance payment sufficient to meet the construction cash flow requirements estimated as Rs. 435.68 Lakhs about 3 months cashflow at peak construction periodfor the subject contracts net of the Bidders other commitments ii The Bidders shall also demonstrate, to the satisfaction of the Employer, that it has adequate sources of finance to meet the cash flow requirements on works currently in progress and for future contract commitments. The audited balance sheets or, if not required by the laws of the Bidders country, other financial statements acceptable to the Employer, for the last seven years shall be submitted and must demonstrate the current soundness of the Bidders financial position and indicate its prospective long term profitability
Average Annual Construction Turnover Minimum average construction turnover of Rs. 3485.41 Lakhs(the amount stated should normally not be less than twice the estimated annual turnover or cash flow for a year in the proposed works contract) calculated as total certified payments received for contracts in progress and/or completed within the last seven financial years divided by 7 years. (from 2018-19 to 2024-25)
₹7,500
₹26.1 L
15 Apr 2026
15 Apr 2026
15 May 2026
21 Apr 2026
23 Apr 2026
REHABILITATION AND IMPROVEMENT WORKS TO VANI VILASA SAGARA DAM UNDER WORLD BANK AIDED DRIP PROGRAMME
Raking, cleaning and pointing on upstream face of Masonry dam joints with UV resistant, anti-shrink and high strenth materials like cements using crystaline technology (CT) polymer/Equivalent cementit...
Filling the deeper cavities or loose material area inside the masonry joints which are beyond 5cm and upto 30 cm using cementitious 1:3 (1) of OPC 53 grade cement, 3 of fine sand) cement mortar mixed ...
Treating the internal cavities greater than a depth 30cm and upto 1 metre deep in the masonry using injection pressure grouting to reduce the porosity of the masonry by drilling hole of 12.5 mm 25mm d...
Cleaning concrete / masonry / rock surface for guniting / shotcreting by sand blasting method and cleaning by air and water jets after sand blasting as per specifications including cost of all materia...
Providing pointing to stone masonry in C M 1:2 proportion, power tool cleaning , chemical cleaning for removal of algae fungi, applying top coat after finishing complete as per specifications includin...
Underwater Pointing - Providing and applying abrasion resistant, impermeable, nontoxic, high strength, non-shrink, anti washout, fast setting polymer based Cementitious under water repair mortar, BASF...
Underwater Cementitious Grouting : Underwater grouting to the masonry structure by using non-shrink, High Strength, non-toxic, anti washout, fast setting grout mix consisting of cement, crystalline ma...
Transporting the drilling machine, pump set and other accessories to site including loading and unloading charges, and transporting back after completion of works as per the direction of departmental ...
Number of shifting /conveying the drilling machine, pump set and accessories to drilling locations, erecting, dismantling, and adjusting to nearest location including all leads, lifts, labor and machi...
Drilling vertical (and if required inclined upto 10 degrees) holes in masoanry/concrete Dam body and Hard rock, from top of dam for body grouting with diamond drills ('BX' or nearest available size) a...
PERMEABILITY TEST- In situ tests - Conducting field permeability tests in bore holes of various depths at different elevations of average 3 to 5 m interval, applying pressure as decided by the Project...
Cement grouting with stage grouting at 3 to 5 m intervals or as directed in the vertical drilled/inclined holes in the main dam , from top of dam (after completing cleaning the holes with air and wate...
Supplying M.S core boxes with 150x60x10cm with 7 inside compartments and hinged top cover with locking arrangements and 2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including ...
Capping and covering the grout holes at dam top (after the drilling and grouting work is over) using M15 grade of concrete along with water proofing admixture to prevent ingress of rain water , to the...
Surface preparation by raking existing cement pointing in the masonry dam section by using hand tools to the required depth and cleaning with a pressure air water jet machine, including the cost of la...
Providing 50 mm deep cement mortar pointing to face stone masonry in CM 1 : 2 proportion by volume including cost of all materials, labour raking-out and cleaning joints, pressing mortar into joints, ...
Providing and applying UV resistant, Nontoxic, High strength, Non-shrink, Polymer based cementitious repair mortar such as Poly Ironite Ceramic Cementitious (PICC) for resurfacing on damaged surfaces ...
Surface preparation cleaning using high pressure hydro jet with anti fungal, anti root preparation chemicals like sodium bromide, algicide, HCL or equivalant to remove algae, dust, loose particles, de...
Providing & applying of leakage arresting treatment-supply and application charges for polyurethane foam (Pu foam) injection work using Mc-Injekt 2088/Mc-Injekt 2700/Mc-Injekt 2700L including all mate...
Design , manufacture, supply and erection of electrically operated rope drum hoists consisting of structural frame, rope, drum, gear wheels with plumber blocks and bearings. The drive unit assembly co...
Existing mannual operated with dismantling, removing the wire rope from the pulley. ---- As directed by Engineer in charge of the work
Manufacture, supply and erection of 3 nos wire rope pulleys with bracket wheeled to gate with aligning etc.,complete., ---- As directed by Engineer in charge of the work
Inserting a stoplog in the river sluice vent to take up maintenance of the main gate, including the charges of operator, drivers, helpers, hire charges of machinery, etc., complete with all incidental...
Rewelding of rusted/corroded welds of gate components with necessary surface preparation by chiseling/grouting and grinding the rusted welds as directed, including scaffolding and safety tools, comple...
Removing the rusted / corroded cross wheels/ jammed brush/bearing of the cross wheels of the river sluice gates, supplying and fixing the new cross wheels bush/bearing position, including the cost of ...
Supplying and fixing of bulb type Teflon unclodded rubbber seals and hot dipped GI bolts/ nuts/ washers of approved quality quality including the cost of materials , labours, removing existing worn ou...
Supplying and fixing the flat rubber seals and hot dipped GI bolts/ nuts/washers of approved fqualityincluding the cost of materials, labours, removing,existhing wornout / damaged flat type of rubbers...
Providing and fixing the 22 mm dia, 6x37 construction class IWRC, Plough steel wire rope including removing the old wire rope, cost all materials machinery labour scaffolding safety tools, providing t...
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