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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 203 NIVAAN LAXMI SOCIETY PLOT NO 169 SECTOR 19 KHARGAHAR NAVI MUMBAI 410210 | RAIGAD | MAHARASHTRA | 410210 | Accepted-Technical Admitted |
| 2 | Accepted-Technical SOMNATH NAGAR SR NO 43 1 2 GREWAL HOUSING SOCIETY PUNE NAGAR ROAD WADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | Accepted-Technical Admitted |
| 3 | Accepted-Technical 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | Accepted-Technical Admitted |
| 4 | Accepted-Technical | Accepted-Technical Admitted |
| 5 | Accepted-Technical BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | Accepted-Technical Admitted |
Tender Value
₹70 L
EMD Value
₹1.3 L
Closing Date
7 Aug 2026, 6:00 pmClosed
CWE Karanja
CWE KARANJA NAVAL STATION KARANJA NAVI MUMBAI MAHARASHTRA 400704
REPAIRS TO ARTERIAL ROUTES ROUND ABOUTS ASPHALTIC APPROACH AND CONNECTED BR SERVICES AT NAD EXPLOSIVE AREA AT NAVAL STATION KARANJA
2026_MES_777623_1
84543-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
₹1.3 L
18 Sept 2026
10 Jul 2026
10 Aug 2026
10 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and Labour for repairs to potholes any depth, not exc 1 sqm each and including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25 mm in depth, making good by fillingin screened and graded road metal, watering and well ramming (including supply of road metal ) all as specified and directed by engr-in-charge | 2 | 10 SQM | - | - |
| 2 | Material and Labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and n exc 50 mm deep | 52 | 10SQM | - | - |
| 3 | Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @ 10Kg/10 Sqm on existing unsurfaced water bound macadam complete all as specified and directed by Engineer-in-Charge. | 52 | 10SQM | - | - |
| 4 | Material and Labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge. | 1,000 | 10SQM | - | - |
| 5 | Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @ 5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge. | 1,000 | 10SQM | - | - |
| 6 | Material and Labour for bituminous premix semidense asphaltic concrete 40mm thick (consolidated thickness) using paving bitumen of grade VG-30 with with 5.5% binder content by weight of total mixed in computrised Hot mix plant and spread by means of self propelled machnical power rolled and compacted to requred camber and gradient by using machanical power rolled of 8 to 10 tonne capacity , complete all as specified and directed by Engr-in-Charge. | 1,052 | 10SQM | - | - |
| 7 | Material and Labour for premix bituminous maccadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge. | 39 | CUM | - | - |
| 8 | Material and Labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, dashes, arrows etc. and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and as directed by Engineer-in-Charge. | 526 | SQM | - | - |
| 9 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar | 19.4 | 10 SQM | - | - |
| 10 | Demolition of Cement Concrete (unreinforced) in ground floors and pavings exc 15 cm thickness (below or above ground level) | 14.55 | CUM | - | - |
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