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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.7 LAdmitted-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L1 | Admitted-Finance | |
| 2 | L2₹70.0 L+₹27,006 (0.39%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹73.0 L+₹3.3 L (4.71%)Admitted-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400708 | THANE | MAHARASHTRA | 400708 | L3 | Admitted-Finance | |
| 4 | L4₹77.8 L+₹8.1 L (11.6%)Admitted-Finance INDEX NO D 91 CESC PUNE R NO 15 6 10 JAISWAR CHAWL JAGRUTI MITRA MANDAL D M ROAD VAKOLA SANTACRUZ E MUMBAI 400055 | MUMBAI SUBURBAN | MAHARASHTRA | 400055 | L4 | Admitted-Finance | |
| 5 | Rejected-Technical 18TH FLOOR FL NO 1801 PANCHASHEEL HEIGHT MAHAVEER NAGAR KANDIVALI WEST MUMBAI 400067 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400067 | - | Rejected-Technical Due to relevant document not submitted as per NIT criteria |
| Sl No | Description | Qty | Unit | m/s ashoka enterprises L4 | Mahadev Enterprises L1 | MUKESH CONSTRUCTION CO L3 | Shri Krishna Trading Corporation L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Cement concrete (unreinforced) in ground floor and paving n.exc 15cm thickness (below or above ground level) | 9 | Cum | 900 ₹8,100 | 500 ₹4,500 | 800 ₹7,200 | 460 ₹4,140 Lowest |
| 2.00 | Demolition of Cement Concrete (reinforced )of any description and in any position not otherwise specifically provided for | 24 | Cum | 950 ₹22,800 | 750 ₹18,000 | 1,300 ₹31,200 | 700 ₹16,800 Lowest |
| 3.00 | Material and Labour for laying Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less Complete all as specied and directed | 15.5 | Cum | 12,000 ₹1,86,000 | 8,500 ₹1,31,750 | 9,600 ₹1,48,800 | 8,250 ₹1,27,875 Lowest |
| 4.00 | Material and Labour for Finishing surface of concrete roads,pavements, by Brooming complete all as specied and directed. | 10 | 10 Sqm | 200 ₹2,000 | 250 ₹2,500 | 150 ₹1,500 | 100 ₹1,000 Lowest |
| 5.00 | Material and Labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 250mm thick slab complete all as specified and directed . | 2 | 10 RM | 700 ₹1,400 | 750 ₹1,500 | 650 ₹1,300 Lowest | 650 ₹1,300 Lowest |
| 6.00 | Material and Labour for Forming contraction (dummy) joints 65mm x 10mm widde filled with garde A sealing compound complete all as specified and directed . | 2 | 10 RM | 700 ₹1,400 | 550 ₹1,100 | 650 ₹1,300 | 500 ₹1,000 Lowest |
| 7.00 | Material and Labour for REINFORCED CEMENT CONCRETE WORK(Design Mix) Type M-30 inFoundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed | 4.5 | Cum | 8,000 ₹36,000 | 8,000 ₹36,000 | 8,500 ₹38,250 | 7,850 ₹35,325 Lowest |
| 8.00 | Material and Labour for REINFORCED CEMENT CONCRETE WORK(Design Mix) Type M-30 Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 4 | Cum | 9,000 ₹36,000 | 8,500 ₹34,000 Lowest | 8,500 ₹34,000 Lowest | 8,500 ₹34,000 Lowest |
| 9.00 | Formwork to flat sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. all as specified and directed by Engr-in-Charge. | 30 | Sqm | 250 ₹7,500 Lowest | 550 ₹16,500 | 610 ₹18,300 | 600 ₹18,000 |
| 10.00 | Material and Labour formwork to sides of concrete foundations, footings, columns, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surface | 20 | Sqm | 300 ₹6,000 Lowest | 550 ₹11,000 | 625 ₹12,500 | 650 ₹13,000 |
Tender Value
₹75 L
EMD Value
₹1.4 L
Closing Date
6 Jul 2026, 6:00 pmClosed
CWE Karanja
CWE Karanja Naval Station Karanja, Uran, Navi Mumbai 400704
REPAIRS TO MAJOR ARTERIAL ROUTES ROUND ABOUT AND INTERNAL ROUTE WAYS ETC AT INS ABHIMANYU NAI FODC AND OTHER OTM ACCN AT COMMON AREA AT NAVAL STATION KARANJA
2026_MES_770471_1
84548-K/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Naval Station Karanja
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE NW Karanja
₹1.4 L
27 Jul 2026
8 Jun 2026
8 Jul 2026
8 Jun 2026
6 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of Cement concrete (unreinforced) in ground floor and paving n.exc 15cm thickness (below or above ground level) | 9 | Cum | - | - |
| 2 | Demolition of Cement Concrete (reinforced )of any description and in any position not otherwise specifically provided for | 24 | Cum | - | - |
| 3 | Material and Labour for laying Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less Complete all as specied and directed | 15.5 | Cum | - | - |
| 4 | Material and Labour for Finishing surface of concrete roads,pavements, by Brooming complete all as specied and directed. | 10 | 10 Sqm | - | - |
| 5 | Material and Labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 250mm thick slab complete all as specified and directed . | 2 | 10 RM | - | - |
| 6 | Material and Labour for Forming contraction (dummy) joints 65mm x 10mm widde filled with garde A sealing compound complete all as specified and directed . | 2 | 10 RM | - | - |
| 7 | Material and Labour for REINFORCED CEMENT CONCRETE WORK(Design Mix) Type M-30 inFoundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed | 4.5 | Cum | - | - |
| 8 | Material and Labour for REINFORCED CEMENT CONCRETE WORK(Design Mix) Type M-30 Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 4 | Cum | - | - |
| 9 | Formwork to flat sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. all as specified and directed by Engr-in-Charge. | 30 | Sqm | - | - |
| 10 | Material and Labour formwork to sides of concrete foundations, footings, columns, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surface | 20 | Sqm | - | - |
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