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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 CrAccepted-AOC 309 310 SURESHWARI TECHNO IT PARK PREMISES CO OP SOCIETY LTD NEW LINK ROAD BORIVALI WEST MUMBAI SUBURBAN 400 092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | ₹12.5 Cr | L1 | Accepted-AOC Being the lowest and reasonable tender |
| 2 | L2₹13.3 Cr+₹73.7 L (5.89%)Rejected-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | ₹13.3 Cr+₹73.7 L (5.89%) | L2 | Rejected-Finance Not being the lowest tender |
| 3 | L3₹13.3 Cr+₹82.3 L (6.57%)Rejected-Finance ONLOOKER BUILDING 3RD FLOOR 25 SHRI P M ROAD FORT MUMBAI 400 001 | MUMBAI | MAHARASHTRA | 400001 | ₹13.3 Cr+₹82.3 L (6.57%) | L3 | Rejected-Finance Not being the lowest tender |
| 4 | L4₹13.5 Cr+₹1.0 Cr (8.09%)Rejected-Finance 15 281 CHHILI INT ROAD GHATIYA AZAM KHAN AGRA UTTAR PRADESH 282003 | AGRA | UTTAR PRADESH | 282003 | ₹13.5 Cr+₹1.0 Cr (8.09%) | L4 | Rejected-Finance Not being the lowest tender |
| 5 | L5₹15.3 Cr+₹2.8 Cr (22.2%)Rejected-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400708 | THANE | MAHARASHTRA | 400708 | ₹15.3 Cr+₹2.8 Cr (22.2%) | L5 | Rejected-Finance Not being the lowest tender |
| Sl No | Description | Qty | Unit | MUKESH CONSTRUCTION CO L5 | Idustrial products India L3 | imran construction company L2 | Garima Construction Co L4 | Hirani Enterprises L1 | Vikash Enterprises L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00M&L for chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chiseling and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surfaces and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts complete all as specified and directed by Engineer-in-Charge for following thickness of concrete:- | |||||||||
| 1.01 | 50mm average thickness | 984 | Sqm | 90 ₹88,560 | 125 ₹1,23,000 | 200 ₹1,96,800 | 60 ₹59,040 Lowest | 98 ₹96,432 | 305 ₹3,00,120 |
| 1.02 | 25 mm average thickness | 1,902 | Sqm | 90 ₹1,71,180 | 85 ₹1,61,670 | 150 ₹2,85,300 | 60 ₹1,14,120 Lowest | 74 ₹1,40,748 | 305 ₹5,80,110 |
| 2.00 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4, thickness 25 mm average thickness in 2 layers.(1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications complete all as specified and directed by Engineer-in-Charge.
Note: Measurement and payment:- The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument | 1,902 | Sqm | 702 ₹13,35,204 | 550 ₹10,46,100 | 1,200 ₹22,82,400 | 450 ₹8,55,900 | 287 ₹5,45,874 Lowest | 1,200 ₹22,82,400 |
| 3.00Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, complete all as specified and directed by Engineer-in-Charge for following dia of bars:- | |||||||||
| 3.01 | Bars upto 12 mm diameter | 3,360 | RM | 9 ₹30,240 | 5 ₹16,800 Lowest | 15 ₹50,400 | 7 ₹23,520 | 16 ₹53,760 | 15 ₹50,400 |
| 3.02 | Bars above 12 mm diameter | 2,611.2 | RM | 9 ₹23,500.8 | 5 ₹13,056 Lowest | 20 ₹52,224 | 15 ₹39,168 | 16 ₹41,779.2 | 20 ₹52,224 |
| 4.00M & L for applying anti corrosive protective paint of makes mentioned in list of approved makes to all exposed reinforcement bars complete all as per manufacturer's instruction complete all as specified and directed by Engineer-in-Charge for following dia of bars:- | |||||||||
| 4.01 | Bars upto 12 mm diameter | 3,360 | RM | 18 ₹60,480 | 10 ₹33,600 Lowest | 25 ₹84,000 | 15 ₹50,400 | 20 ₹67,200 | 30 ₹1,00,800 |
| 4.02 | Bars above 12 mm diameter | 2,611.2 | RM | 18 ₹47,001.6 | 10 ₹26,112 Lowest | 30 ₹78,336 | 20 ₹52,224 | 22 ₹57,446.4 | 30 ₹78,336 |
Tender Value
₹14.5 Cr
EMD Value
₹10.5 L
Closing Date
6 Aug 2026, 6:55 pmClosed
Chief Engineer (Navy) Mumbai
Headquarter Chief Engineer (Navy) Mumbai, Shahid Bhagat Singh Marg, Colaba, Mumbai - 400005
ADDITION ALTERATION AND SPECIAL REPAIRS TO BUILDING NOS AA, AB, AC, AD, AE, AF, AG AND AH AT NEW NAVY NAGAR, COLABA, MUMBAI
2026_MES_774617_1
87989/E8
Open Tender
Civil Works
Item Rate
730 days
Colaba
Please refer Tender Documents
9 documents required · 9 mandatory
₹3,000
Garrison Engineer (NW) Navy Nagar
₹10.5 L
Yes
HQ Chief Engineer (Navy) Mumbai
24 Sept 2026
25 Jun 2026
10 Aug 2026
25 Jun 2026
6 Aug 2026
23 Jul 2026
25 Jun 2026 - 18 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1M&L for chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chiseling and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surfaces and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts complete all as specified and directed by Engineer-in-Charge for following thickness of concrete:- | |||||
| 1.01 | 50mm average thickness | 984 | Sqm | - | - |
| 1.02 | 25 mm average thickness | 1,902 | Sqm | - | - |
| 2 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4, thickness 25 mm average thickness in 2 layers.(1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications complete all as specified and directed by Engineer-in-Charge.
Note: Measurement and payment:- The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument | 1,902 | Sqm | - | - |
| 3Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, complete all as specified and directed by Engineer-in-Charge for following dia of bars:- | |||||
| 3.01 | Bars upto 12 mm diameter | 3,360 | RM | - | - |
| 3.02 | Bars above 12 mm diameter | 2,611.2 | RM | - | - |
| 4M & L for applying anti corrosive protective paint of makes mentioned in list of approved makes to all exposed reinforcement bars complete all as per manufacturer's instruction complete all as specified and directed by Engineer-in-Charge for following dia of bars:- | |||||
| 4.01 | Bars upto 12 mm diameter | 3,360 | RM | - | - |
| 4.02 | Bars above 12 mm diameter | 2,611.2 | RM | - | - |
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