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Tender Value
₹68.1 L
EMD Value
₹1.4 L
Closing Date
22 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
KARWAR
2 conditions · 2 needing a document upload
6.0 Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less: where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure -VIB along with the copies of Audited Balance Sheet duly certified by the Chartered Accountant / Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note for 5.3 : Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India.
5.2Technical Eligibility Criteria (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. 5.3.1Similar work: "Construction, repair, maintenance, rehabilitation, renovation, repairing and strengthening of distressed structures, grouting of structure, bridges, Railway buildings, RCC/structural steel structures, overhead water tanks, sheds, platform shelters, FOBs, station buildings, roofing and roof sheeting works, or any similar civil engineering work involving RCC, structural steel and roofing components. Any one of the above works shall be considered as Similar Work."
2 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
The following documents to be submitted along with bid submission which are SR items. Not submission of the documents leads to rejection of offer summarily. 1 Earnest Money Deposit. 2 Statement of works executed during last 07 (seven) years, (Work done certificate) Appendix - 2. 3 Contractual Payment received Appendix - 5. 4 Undertaking by Tenderer Appendix-11. 5 Affidavit or Self certification by Tenderer/ JV Partners Appendix -12. 6 Appendix-21
Providing Roof Sheeting to Quarter Block Nos. 211AB, 108AB & 303AB and Repair of Corroded Roof Sheets at Verna Colony, Repairing and Strengthening of Distressed Structures of Overhead Water Tank at Verna Yard, Verna Station Building and FOB at Thivim Station, and Providing Pre-coated Galvanized Profile Sheet Roofing over Existing Roof Slab of Karmali Station Building under SSE/W/VEN Section in Goa state
KR-KW-W-2026-30-RB
KR-KW-W-2026-30-RB
Open
Works - General
6 Months
Navi Mumbai, Maharashtra
₹0
₹1.4 L
22 Jul 2026
1 Jul 2026
8 Jul 2026
69 items across 5 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 26,58,038.55 | ||
| — | 725.00 | — | — | ||
| Scaffolding & staging: Providing, erecting & secuerly fixing Double Row scaffolding using Heavy Duty metalic pipes & clamps/couplers or H - Frames at all heights & levels including making service platforms, railling around service platforms, fixing toe guard, bracing, secuerly fastened aluminium ladders for safe access, tools, tackles, manpower & removal after completion of work etc. complete as per standerd safety norms and engineering practices, specifications and as directed by EIC | — | — | — | 2,33,376.41 | |
| — | 150.00 | — | — | ||
| Propping & shoring: Fixing of temporary adjestable M.S. Propos/ additional suport having Top & base plate adjasent to severly deterioted RCC members or wherever required during repaires befor any chiping is started. The M.S. Props shall be placed on firm and hard ground and then to the sub sequent members at the heigher level in co- linear fashione as per IEC including cost of labours consumables, tools and tackles. Transportation, loading and unloading etc all complete as per specifications and as directed by EIC. | — | — | — | 62,080.43 | |
| — | 400.00 | — | — | ||
| Surface preparation for RCC Repair: For all concrete structural members like beams columns etc. Carefully chip off and remove loose cracked and disintegrated plaster/concrete from deteriorated concrete members/portions manually by using chisel and hammer electrically operated chippers.Chiping shall be done up to sound concrete only and at most care shall be taken to leave the sound and compact concrete undistrubed. Expose all the corroded rebars but ensure any good bond between existing rebar and perent concrete is not broaken. De-rust existing exposed reinforcement with wire brush /electrically operated rotary grinders with cup brush and use air jet with required pressure to make the surface free from loose materials, corrosion scales, dirt etc. And as directed by EIC. The periferial edges of broaken concrete / chipped off areas and portions shall be cut in rectangular/square pattern in order to avoid feather edges. | — | — | — | 1,83,942 | |
| — | 245.00 | — | — | ||
| Additional reinforcement fabricating & fixing in position FE 415/500 TMT rebars for repairs/Strengthening work wherever required for reduction of steel due to strengthening cleaning cutting, bending to required size and shapes as per details, Providing and applying one coat of Anticorrosive protective paint, sprinkling sand immediately after coating so as to have rough surface for bonding purpose, including drilling of holes of required size and fixing new rebars using polyester anchor grout wherever required, overlapping, welding etc., for all heights etc., all complete as per specifications and as directed by EI | — | — | — | 45,065.79 | |
| — | 275.00 | — | — | ||
| Shear connectors: make 10/12mm dia holes using heavy duty electrically operated drills in the concrete of RCC members to a depth of about 75 mm at 500 c/c in zig zag fashion, clean the holes by using air jet and fix pre-fabricated 100 x 50 mm L shape 8mm dia rebar using polyester anchor grout so that 75 mm out of 100 mm is inserted inside the concrete and 25 mm remains outside along with 50 mm bend. Shere connecter shall be coated with one coat of Anti corrosive paint. All complete as per details, drawings, specifications and/ or as directed by EIC | — | — | — | 63,230.06 | |
| — | 375.00 | — | — | ||
| Anticorrosive treatment to RCC areas being repaired. Apply one coat of surface applied Eco friendly green concrete inhibitor (CBRI- Roorky knowhow) like cebricorr of build pro on concrete surface to be repaired and as well as the exposed portions of all RCC columns, beams and corbels by using brush or spray at 250 ml per sqm or as per manufacturers guide lines. Application corrosion inhibitor shall be followed by application of anticorrosive paint direct to metal coating to rebars within 15 minutes of applications of corrosion inhibitor, complete as per direction of EIC. | — | — | — | 96,569.55 | |
| — | 200.00 | — | — | ||
| Sacrificial Anode for Cathodic protection: Providing and fixing Sacrificial Anode by tieing on to the exposed and clean rebars for protection of reinforced steel against corrosion at two numbers pre sqm of area being repaired. The Sacrifitial Anodes having galvanic anode mass of atleast 60 grams based on special zink alloy. Encased in conductive mortar shall be tied/fastened firmly to exposed and clean rebars using tie wires of Sacrificial Anodes. They shall be soacked in water for about 30 minutes and then tied to the clean rebars, but befor the application of Anticorrosive treatment, etc as directed by EIC. | — | — | — | 67,445.4 | |
| — | 225.00 | — | — | ||
| Comprehensiv Anti corosive treatment: Providing and installing heigh potency corosion inhibitor in vapour phase Like steel plus HP VCI of Build pro by drilling holes of 14 mm dia and about 80 to 90 mm deepin concrete at 400 mm c/cin staggered mannerand cleaning the holes then, STEEL PLUS HPVCI sachetsare rolled in inserted into cleaned holes and plugged with epoxy putty ect, complete as directed by EIC | — | — | — | 51,733.69 | |
| — | 325.00 | — | — | ||
| Anti corrosive coating to exposed reinforcement applying two coats of direct to metal anti corrosive protective coating for reinforcement bar like Dymett RB aapof build Pro on old exposed and thoroughly clean enforcement rebars. Sprinkling sand immediately after second coat so as to have a rough surface for bonding purpose. This shall be applied 15 minutes after the application of corrosion inhibitor. The application shall be done by brush as directed by EIC | — | — | — | 89,671.73 | |
| — | 75.00 | — | — | ||
| Leak proof shuttering made with marine plywood/ M.S. Sheets with propoer supports at all locations,all heights and for all shapes etc, for rebuilding/encasement with micro concrete or M 35 Grand concrete, maintaining proper shape and required cover to the rebars with cover blocks on all sides and then de shuttering the same after specified period or next day of placing M35 Grand concrete/ micro- concrete providing and applying approved form oil on all surfaces of form work coming in contact with concrete complete as per instructions of EIC. | — | — | — | 41,386.95 | |
| — | 11000.00 | — | — | ||
| Micro concrete Encasing: For severly deterioted kg columns beams and other elements repairing/Re building encasing with heigh strength micri Concerete With self levelling consistency to the required thickness by mixing and pouring into the leakproof form work already fix as per manufacturers guidelines curing shall be done by providing and applying a coat of approved quality curing compound on to the finished surface next day at soon as farm work is removed .etc,complete as per instructions of EIC. The payment shall be made only for the ready to use micro concrete consumed for the item work | — | — | — | 5,05,840.5 | |
| — | 320.00 | — | — | ||
| — | 14000.00 | — | — | ||
| — | 60.00 | — | — | ||
| — | 120.00 | — | — | ||
| 26.35.3 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Epoxy injection grout in concrete/RCC work of approved make | — | — | — | 56,955.46 | |
| — | 60.00 | — | — | ||
| 14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | — | — | — | 4,365.92 |
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