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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 LAccepted-AOC | L1 | Accepted-AOC Admitted being L1 | |
| 2 | L2₹45.2 L+₹26,699.59 (0.59%)Rejected-Finance 702 A1 SHREE PRASAD TAWADEWADI SHREE DATTAGURU PARK KUMBHARWADA URAN DIST RAIGAD MAHARASHTRA 400 702 | URAN | RAIGAD | MAHARASHTRA | 400702 | L2 | Rejected-Finance Not admitted being L2 | |
| 3 | L3₹47.6 L+₹2.7 L (5.96%)Rejected-Finance FLAT NO 201 GREEN VALLEY CHS PLOT NO 26 SECTOR 19 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L3 | Rejected-Finance Not admitted being L3 |
| Sl No | Description | Qty | Unit | Sagar Electricals L2 | M.K Enterprises L3 | M/s. Prakash Construction L1 |
|---|---|---|---|---|---|---|
| 1.00Notes : Please refer schedule 'A' notes before quoting the tender. BR WORKS :- | ||||||
| 1.01 | Chipping , removing carefullly concrete work by low impact hammer, breakar without damaging the structure & cleaning and disposal of debries outside the premises etc. complete all as specified and direced. NOTE:- Hard concrete should not be removed by force. | 410 | Sqm | 40 ₹16,400 Lowest | 60 ₹24,600 | 77 ₹31,570 |
| 1.02 | Clean existing reinforcement with wire/ rotary wire brush, making the surfaces free from loose material dirt etc. and M&L for applying two coats of alkaline rust converting primer (Make: FEOVERT of Krishna Conchem or Roff rust cleaner of Piddilite or Dr. Fixit Rust removal or ShaliRust of STP Ltd. or equivalent as approved by GE) on the rebars, including cleaning the reinforcement, wirebrushing to remove loose rust spalls, wash the rebars with clean water within 3 min and wipe it dry complete all as specified and direced | 50 | Sqm | 150 ₹7,500 Lowest | 170 ₹8,500 | 150 ₹7,500 Lowest |
| 1.03 | M&L 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 complete all as specified and direced. (Make: Corroseal-ZR of Krishna Conchem or Dr. Fixit Epoxy zinc primer or equivalent as approved by GE) | 50 | Sqm | 150 ₹7,500 Lowest | 170 ₹8,500 | 240 ₹12,000 |
| 1.04 | Cleaning all loose laitance on the concrete substrate and M&L for applying one coat of epoxy bonding agent on exposed concrete surface to ensure bond between old concrete & new concrete by brush application complete all as specified and direced. (Make: Monobond SBR of Krishna Conchem or Dr. Fixit epoxy bonding agent or Shalicrete URP of STP Ltd or equivalent as approved by GE) | 410 | Sqm | 60 ₹24,600 | 55 ₹22,550 Lowest | 155 ₹63,550 |
| 1.05 | M&L for Building up the profile of structural members by using latex additives (MONOBOND) modified air cured mortar system (Polymer modified mortar) (1:5:15 = 1 monobond-5Cement-15 sand) -in damaged areas in 30mm thickness including leveling profliling etc complete all as specified and direced | 320 | Sqm | 240 ₹76,800 Lowest | 255 ₹81,600 | 545 ₹1,74,400 |
| 1.06 | M&L for providing and applying jacketing around columns with Micro concrete M40 including all lifts, shuttering, drilling holes and fixing shear anchor as per specification complete all as specified and direced. Note: (i) Reinforcement shall be measured and paid separately. (ii) Quoted rate is deemed to include for the cost of jacketing, formwork and micro concrete. | 8.5 | Cum | 57,000 ₹4,84,500 | 51,909 ₹4,41,226.5 | 49,950 ₹4,24,575 Lowest |
| 1.07 | M&L for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes. Works shall be carried out as under complete all as specified and direced:-
(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 min.12 hrs.
(iii) Cutting of nozzles. Cut the nozzles by chisel after completion of grouting without damaging structural elements.
(iv) In case crack upto 2mm wide, fix the injection nozzels directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzels in these holes with fast-setting epoxy putty & 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 2mm upto 4 to 5mm, 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 carck with a liberal application of the epoxy putty. | 150 | Each Job | 60 ₹9,000 Lowest | 75 ₹11,250 | 177 ₹26,550 |
| 1.08 | M&L 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 direced. (Make: Dr. Fixit Epoxy injection or EPCO KP-HP-250 of M/s Krishna Conchem or Shaligrout EI of STP Ltd or equivalent as approved by GE) | 150 | Each | 75 ₹11,250 | 70 ₹10,500 Lowest | 135 ₹20,250 |
| 1.09 | M&L 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 weight batching. Grouting:Fill the grouting gun with concrete penetrating corrosion inhibitor (Make: EPCO-KP-100/Protectsil CIT or Ferogard 903 or equivalent as approved by GE) Maintain desired pressure in the gun by air compressor; maintain the pressureat exit (2 to 3kg/cm2) by monitoring pressure guage 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 direced | 15 | Kg | 240 ₹3,600 Lowest | 250 ₹3,750 | 350 ₹5,250 |
Tender Value
₹48.4 L
EMD Value
₹97,000
Closing Date
6 Feb 2026, 6:00 pmClosed
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
SPECIAL REPAIRS TO BLDG NO P739 VEHICLE GARAGE FOR SPECIALIST VEHICLE BATTERY CHARGING ROOM POL RU STORE TYRE STORE ROOM AT INS TUNIR AT NAVAL STATION KARANJA
2026_MES_748988_1
8253/E8
Open Tender
Civil Works
Item Rate
180 days
GE NW KARANJA
D and above a i
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹97,000
Yes
18 Mar 2026
17 Jan 2026
9 Feb 2026
17 Jan 2026
6 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Chipping , removing carefullly concrete work by low impact hammer, breakar without damaging the structure & cleaning and disposal of debries outside the premises etc. complete all as specified and direced. NOTE:- Hard concrete should not be removed by force. | 410 | Sqm | - | - |
| 1.02 | Clean existing reinforcement with wire/ rotary wire brush, making the surfaces free from loose material dirt etc. and M&L for applying two coats of alkaline rust converting primer (Make: FEOVERT of Krishna Conchem or Roff rust cleaner of Piddilite or Dr. Fixit Rust removal or ShaliRust of STP Ltd. or equivalent as approved by GE) on the rebars, including cleaning the reinforcement, wirebrushing to remove loose rust spalls, wash the rebars with clean water within 3 min and wipe it dry complete all as specified and direced | 50 | Sqm | - | - |
| 1.03 | M&L 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 complete all as specified and direced. (Make: Corroseal-ZR of Krishna Conchem or Dr. Fixit Epoxy zinc primer or equivalent as approved by GE) | - | Sqm | - | - |
| 1.04 | Cleaning all loose laitance on the concrete substrate and M&L for applying one coat of epoxy bonding agent on exposed concrete surface to ensure bond between old concrete & new concrete by brush application complete all as specified and direced. (Make: Monobond SBR of Krishna Conchem or Dr. Fixit epoxy bonding agent or Shalicrete URP of STP Ltd or equivalent as approved by GE) | - | Sqm | - | - |
| 1.05 | M&L for Building up the profile of structural members by using latex additives (MONOBOND) modified air cured mortar system (Polymer modified mortar) (1:5:15 = 1 monobond-5Cement-15 sand) -in damaged areas in 30mm thickness including leveling profliling etc complete all as specified and direced | 320 | Sqm | - | - |
| 1.06 | M&L for providing and applying jacketing around columns with Micro concrete M40 including all lifts, shuttering, drilling holes and fixing shear anchor as per specification complete all as specified and direced. Note: (i) Reinforcement shall be measured and paid separately. (ii) Quoted rate is deemed to include for the cost of jacketing, formwork and micro concrete. | 8.5 | Cum | - | - |
| 1.07 | M&L for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes. Works shall be carried out as under complete all as specified and direced:-
(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 min.12 hrs.
(iii) Cutting of nozzles. Cut the nozzles by chisel after completion of grouting without damaging structural elements.
(iv) In case crack upto 2mm wide, fix the injection nozzels directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzels in these holes with fast-setting epoxy putty & 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 2mm upto 4 to 5mm, 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 carck with a liberal application of the epoxy putty. | 150 | Each Job | - | - |
| 1.08 | M&L 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 direced. (Make: Dr. Fixit Epoxy injection or EPCO KP-HP-250 of M/s Krishna Conchem or Shaligrout EI of STP Ltd or equivalent as approved by GE) | - | Each | - | - |
| 1.09 | M&L 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 weight batching. Grouting:Fill the grouting gun with concrete penetrating corrosion inhibitor (Make: EPCO-KP-100/Protectsil CIT or Ferogard 903 or equivalent as approved by GE) Maintain desired pressure in the gun by air compressor; maintain the pressureat exit (2 to 3kg/cm2) by monitoring pressure guage 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 direced | - | Kg | - | - |
| 1.1 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and direced.
Note :-
Replacement of steel reinforcement shall be done with TMT bars of appropriate size where 30% of cross section is reduced including dismantling of rusted steel. | 280 | Kg | - | - |
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