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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | L1 | Accepted-AOC Admitted being L1 | |
| 2 | L2₹44.7 L+₹1.8 L (4.25%)Rejected-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L2 | Rejected-Finance Not admitted being L2 | |
| 3 | L3₹45.8 L+₹2.9 L (6.70%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L3 | Rejected-Finance Not admitted being L3 | |
| 4 | L4₹46.1 L+₹3.1 L (7.32%)Rejected-Finance | L4 | Rejected-Finance Not admitted being L4 | |
| 5 | L5₹46.2 L+₹3.3 L (7.61%)Rejected-Finance FLAT NO 201 GREEN VALLEY CHS PLOT NO 26 SECTOR 19 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L5 | Rejected-Finance Not admitted being L5 |
| Sl No | Description | Qty | Unit | KG ENTERPRISES L8 | M.K Enterprises L5 | D.N.PATIL L7 | Mahadev Enterprises L3 | Shri Krishna Trading Corporation L4 | Dinesh Enterprises L6 | Har Siddhi Buildcon L1 | OM ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Chipping, removing carefully concrete work by low impact hammer, breaker without damaging the structure and cleaning and disposal of debris outside the premises and hard concrete should not be removed by force etc, complete all as specified and directed by Engr-in-Charge.
Note for all items of BOQ:-
The items as mentioned in the BOQ hereinafter shall be executed in the galleries of the jetty under restricted working conditions arising during high tide. The quoted rates shall therefore be deemed to include all costs associated with such conditions, including but not limited to scaffolding, mobilization of equipment, safety arrangements, and all other necessary tools and tackles required for execution of the work in the sea-side jetty area. No additional payment shall be made on account of difficulties arising from restricted access, tidal conditions, water logging, or execution of work in a marine environment. | 650 | Sqm | 112 ₹72,800 | 89 ₹57,850 | 95 ₹61,750 | 87 ₹56,550 | 90 ₹58,500 | 93 ₹60,450 | 65 ₹42,250 | 50 ₹32,500 Lowest |
| 2.00 | Material and Labour for clean of existing reinforcement with wire / rotary wire brush, making the surfaces free from loose material dirt etc. complete and applying two coats of alkaline rust converting primer FEOVERT of Krishna Conchem or Roff rust cleaner of Pidilite or Dr Fixit Rust removal or ShaliRust of STP Ltd on the rebars, including cleaning the reinforcement, wire brushing to remove loose rust spalls, wash the rebars with clean water within 3 minutes and wipe it dry, complete all as specified and directed by Engr-in-Charge | 32.5 | Sqm | 220 ₹7,150 | 189 ₹6,142.5 | 205 ₹6,662.5 | 187 ₹6,077.5 Lowest | 190 ₹6,175 | 200 ₹6,500 | 190 ₹6,175 | 190 ₹6,175 |
| 3.00 | Material and Labour for applying two coats of Epoxy based Zinc primer in a span of four hours over the treated rebars and allow to dry for six hours, the application shall be by brush and epoxy primer for steel of make / brand - Corroseal-ZR of Krishna Conchem or Dr Fixit Epoxy zinc primer, complete all as specified and directed by Engr-in-Charge. | 32.5 | Sqm | 222 ₹7,215 | 189 ₹6,142.5 | 210 ₹6,825 | 187 ₹6,077.5 Lowest | 190 ₹6,175 | 205 ₹6,662.5 | 200 ₹6,500 | 200 ₹6,500 |
| 4.00 | Material and Labour for cleaning all loose laitance on the concrete substrate and applying one coat of epoxy bonding agent on exposed concrete surface to ensure bond between old concrete and new concrete by brush application, complete all as specified and directed by Engr-in-Charge. Make / brand :- Monobond SBR of Krishna Conchem or Dr Fixit epoxy bonding agent or Shalicrete URP of STP Ltd. | 650 | Sqm | 414 ₹2,69,100 | 379 ₹2,46,350 | 391 ₹2,54,150 | 377 ₹2,45,050 | 380 ₹2,47,000 | 390 ₹2,53,500 | 210 ₹1,36,500 Lowest | 250 ₹1,62,500 |
| 5.00 | Material and Labour for ready to mix polymer cement plaster with high quality polymer additives (Polymer plaster) with 4 MPa compressive strength of required thickness over the entire cleaned surfaces including all tools and tackles, etc in damaged areas in 40 to 50 mm thickness including leveling profiling etc complete all as directed by Engr-in-Charge.
Make:- Krishna Conchem, STP or equivalent | 585 | Sqm | 742 ₹4,34,070 | 709 ₹4,14,765 | 723 ₹4,22,955 | 700 ₹4,09,500 | 700 ₹4,09,500 | 721 ₹4,21,785 | 206 ₹1,20,510 Lowest | 600 ₹3,51,000 |
| 6.00 | Material and Labour for applying concrete protection coating on finished structural members exposed to atmosphere, complete all as specified and directed by Engr-in-Charge.
Make or brand : IPNET of Krishna Conchem or New Coat from Dr Fixit | 650 | Sqm | 33 ₹21,450 | 19 ₹12,350 | 23 ₹14,950 | 13 ₹8,450 Lowest | 15 ₹9,750 | 21 ₹13,650 | 32 ₹20,800 | 35 ₹22,750 |
| 7.00 | Material and Labour for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes, complete all as specified and directed by Engr-in-Charge. Works shall be carried out as under :-
(i) Cleaning of holes. Clean the holes by air blower prior to fixing nozzles.
(ii) Fixing of nozzles. Insert 12mm dia Rohibb Teflon nozzles in cleaned holes. External end of nozzles to be machine to receive outlet of grouting gun. Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Cure the system for minimum 12 hours.
(iii) Cutting of nozzles. Cut the nozzles by chiesel after completion of grouting without damaging structural elements.
(iv) In case crack upto 2 mm wide, fix the injection nozzles directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzles in these holes with fast-setting epoxy putty and let it dry for 2 to 3 days. Also, seal the crack between the ports with epoxy putty.
(v) In case where the crack is wider than 2 mm upto 4 to 5 mm, drill holes at the sides of the crack in a staggered fashion, at intervals of 6 inches and affix them with epoxy putty as mentioned above.
(vi) Also, seal the face of the crack with a liberal application of the epoxy putty. | 13 | Each | 152 ₹1,976 | 129 ₹1,677 | 137 ₹1,781 | 123 ₹1,599 | 125 ₹1,625 | 133 ₹1,729 | 160 ₹2,080 | 75 ₹975 Lowest |
| 8.00 | Material and Labour for injecting of site mixed cement slurry grout, mixed in specified proportion containing cement, sand water with addition of plasticizers (approved make) & migratory corrosion inhibitors, water cement ratio shall be varied between 0.5 to 1.0 for each hole, shrinkage compensating cement slurry mixed to a lump free fresh creamy consistency, mixing shall be done by mechanical mixer continuously stirring mechanically to keep cement particles in suspension. Injection of approved/specified grout by means of pump at a pressure of 3-5 Kg/cm2 etc complete till the grout mix flows out from the nozzle indicating complete filling of grout in the holes drilled, complete all as specified and directed by Engr-in-Charge.
Make / brand of Epoxy grout - Dr Fixit Epoxy injection or EPCO KP-HP-250 of M/s Krishna Conchem or Shaligrout EI of STP Ltd. | 13 | Each | 144 ₹1,872 | 119 ₹1,547 | 127 ₹1,651 | 117 ₹1,521 | 120 ₹1,560 | 123 ₹1,599 | 145 ₹1,885 | 75 ₹975 Lowest |
| 9.00 | Material and Labour for injecting low viscosity (3-5cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories till nozzles refuses to accept the grout, including Mixing of materials : Mixing of material components (part a&b) in the required quantities as per manufacturer's instruction by weigh batching. Grouting : Fill the grouting gun with concrete penetrating corrosion inhibitor EPCO-KP-100/Protectsil CIT or Ferogard 903. Maintain desired pressure in the gun by air compressor; maintain the pressure at exit (2 to 3kg/cm2) by monitoring pressure gauge at exit. Grout the material through prefixed nozzles in the structural elements @ 100ml per nozzle. Repeat the process for all the nozzles, complete all as specified and directed by Engr-in-Charge. | 1.3 | Kg | 377 ₹490.1 | 349 ₹453.7 | 363 ₹471.9 | 347 ₹451.1 Lowest | 350 ₹455 | 361 ₹469.3 | 375 ₹487.5 | 400 ₹520 |
| 10.00 | Material and Labour for Providing and applying jacketing around columns with Micro concrete (Molith-MC) M40 including all lifts, shuttering, drilling holes and fixing shear anchor as per specification, complete all as specified and directed by Engr-in-Charge.
Note:- Reinforcement and Formwork shall be measured and paid separately under relevant item and the cost of jacketing and micro concrete shall be deemed to be included in unit quoted rates of this item. | 3.25 | Cum | 52,500 ₹1,70,625 | 46,869 ₹1,52,324.25 | 49,113 ₹1,59,617.25 | 45,817 ₹1,48,905.25 | 45,820 ₹1,48,915 | 48,830 ₹1,58,697.5 | 30,000 ₹97,500 Lowest | 52,000 ₹1,69,000 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
13 Jun 2026, 6:00 pmClosed
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
REPAIRS TO STRUCTURAL MEMBERS AND OTHER CONNECTED ITEMS AT BOAT POOL DNPM OFFICE SECURITY WATCH TOWERS UNDER AGE B/R-II AT NAVAL STATION KARANJA
2026_MES_767319_1
8326/E8
Open Tender
Civil Works
Item Rate
180 days
GE NW KARANJA
Class D and above and category a (i)
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹98,000
Yes
16 Jul 2026
23 May 2026
15 Jun 2026
23 May 2026
13 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Chipping, removing carefully concrete work by low impact hammer, breaker without damaging the structure and cleaning and disposal of debris outside the premises and hard concrete should not be removed by force etc, complete all as specified and directed by Engr-in-Charge.
Note for all items of BOQ:-
The items as mentioned in the BOQ hereinafter shall be executed in the galleries of the jetty under restricted working conditions arising during high tide. The quoted rates shall therefore be deemed to include all costs associated with such conditions, including but not limited to scaffolding, mobilization of equipment, safety arrangements, and all other necessary tools and tackles required for execution of the work in the sea-side jetty area. No additional payment shall be made on account of difficulties arising from restricted access, tidal conditions, water logging, or execution of work in a marine environment. | 650 | Sqm | - | - |
| - | Material and Labour for clean of existing reinforcement with wire / rotary wire brush, making the surfaces free from loose material dirt etc. complete and applying two coats of alkaline rust converting primer FEOVERT of Krishna Conchem or Roff rust cleaner of Pidilite or Dr Fixit Rust removal or ShaliRust of STP Ltd on the rebars, including cleaning the reinforcement, wire brushing to remove loose rust spalls, wash the rebars with clean water within 3 minutes and wipe it dry, complete all as specified and directed by Engr-in-Charge | 32.5 | Sqm | - | - |
| - | Material and Labour for applying two coats of Epoxy based Zinc primer in a span of four hours over the treated rebars and allow to dry for six hours, the application shall be by brush and epoxy primer for steel of make / brand - Corroseal-ZR of Krishna Conchem or Dr Fixit Epoxy zinc primer, complete all as specified and directed by Engr-in-Charge. | 32.5 | Sqm | - | - |
| - | Material and Labour for cleaning all loose laitance on the concrete substrate and applying one coat of epoxy bonding agent on exposed concrete surface to ensure bond between old concrete and new concrete by brush application, complete all as specified and directed by Engr-in-Charge. Make / brand :- Monobond SBR of Krishna Conchem or Dr Fixit epoxy bonding agent or Shalicrete URP of STP Ltd. | 650 | Sqm | - | - |
| - | Material and Labour for ready to mix polymer cement plaster with high quality polymer additives (Polymer plaster) with 4 MPa compressive strength of required thickness over the entire cleaned surfaces including all tools and tackles, etc in damaged areas in 40 to 50 mm thickness including leveling profiling etc complete all as directed by Engr-in-Charge.
Make:- Krishna Conchem, STP or equivalent | 585 | Sqm | - | - |
| - | Material and Labour for applying concrete protection coating on finished structural members exposed to atmosphere, complete all as specified and directed by Engr-in-Charge.
Make or brand : IPNET of Krishna Conchem or New Coat from Dr Fixit | 650 | Sqm | - | - |
| - | Material and Labour for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes, complete all as specified and directed by Engr-in-Charge. Works shall be carried out as under :-
(i) Cleaning of holes. Clean the holes by air blower prior to fixing nozzles.
(ii) Fixing of nozzles. Insert 12mm dia Rohibb Teflon nozzles in cleaned holes. External end of nozzles to be machine to receive outlet of grouting gun. Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Cure the system for minimum 12 hours.
(iii) Cutting of nozzles. Cut the nozzles by chiesel after completion of grouting without damaging structural elements.
(iv) In case crack upto 2 mm wide, fix the injection nozzles directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzles in these holes with fast-setting epoxy putty and let it dry for 2 to 3 days. Also, seal the crack between the ports with epoxy putty.
(v) In case where the crack is wider than 2 mm upto 4 to 5 mm, drill holes at the sides of the crack in a staggered fashion, at intervals of 6 inches and affix them with epoxy putty as mentioned above.
(vi) Also, seal the face of the crack with a liberal application of the epoxy putty. | 13 | Each | - | - |
| - | Material and Labour for injecting of site mixed cement slurry grout, mixed in specified proportion containing cement, sand water with addition of plasticizers (approved make) & migratory corrosion inhibitors, water cement ratio shall be varied between 0.5 to 1.0 for each hole, shrinkage compensating cement slurry mixed to a lump free fresh creamy consistency, mixing shall be done by mechanical mixer continuously stirring mechanically to keep cement particles in suspension. Injection of approved/specified grout by means of pump at a pressure of 3-5 Kg/cm2 etc complete till the grout mix flows out from the nozzle indicating complete filling of grout in the holes drilled, complete all as specified and directed by Engr-in-Charge.
Make / brand of Epoxy grout - Dr Fixit Epoxy injection or EPCO KP-HP-250 of M/s Krishna Conchem or Shaligrout EI of STP Ltd. | 13 | Each | - | - |
| - | Material and Labour for injecting low viscosity (3-5cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories till nozzles refuses to accept the grout, including Mixing of materials : Mixing of material components (part a&b) in the required quantities as per manufacturer's instruction by weigh batching. Grouting : Fill the grouting gun with concrete penetrating corrosion inhibitor EPCO-KP-100/Protectsil CIT or Ferogard 903. Maintain desired pressure in the gun by air compressor; maintain the pressure at exit (2 to 3kg/cm2) by monitoring pressure gauge at exit. Grout the material through prefixed nozzles in the structural elements @ 100ml per nozzle. Repeat the process for all the nozzles, complete all as specified and directed by Engr-in-Charge. | 1.3 | Kg | - | - |
| - | Material and Labour for Providing and applying jacketing around columns with Micro concrete (Molith-MC) M40 including all lifts, shuttering, drilling holes and fixing shear anchor as per specification, complete all as specified and directed by Engr-in-Charge.
Note:- Reinforcement and Formwork shall be measured and paid separately under relevant item and the cost of jacketing and micro concrete shall be deemed to be included in unit quoted rates of this item. | 3.25 | Cum | - | - |
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