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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | L1 | Accepted-AOC Admitted being L1 | |
| 2 | L2₹22.6 L+₹81,773.67 (3.76%)Rejected-Finance | L2 | Rejected-Finance Not admitted being L2 | |
| 3 | L3₹22.8 L+₹1.1 L (4.91%)Rejected-Finance | L3 | Rejected-Finance Not admitted being L3 | |
| 4 | L4₹23.1 L+₹1.4 L (6.27%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance Not admitted being L4 | |
| 5 | L5₹23.8 L+₹2.1 L (9.45%)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 | Mahadev Enterprises L4 | M.K Enterprises L5 | kalakriti enterprises L9 | S.P.TRADERS L8 | Dinesh Enterprises L1 | D.N.PATIL L3 | OM ENTERPRISES L7 | EVEREST CONSTRUCTION L2 | Vasudev Enterprises L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out hard dense soil complete all as specified and directed | 30 | Cum | 313 ₹9,390 | 319 ₹9,570 | 333 ₹9,990 | 331 ₹9,930 | 350 ₹10,500 | 360 ₹10,800 | 327 ₹9,810 | 310 ₹9,300 Lowest | 323 ₹9,690 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in any hard/dense soil etc complete all as specified and directed | 72 | Cum | 513 ₹36,936 | 519 ₹37,368 | 537 ₹38,664 | 533 ₹38,376 | 620 ₹44,640 | 540 ₹38,880 | 531 ₹38,232 | 510 ₹36,720 Lowest | 527 ₹37,944 |
| 3.00 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed | 40 | Cum | 113 ₹4,520 | 119 ₹4,760 | 131 ₹5,240 | 127 ₹5,080 | 115 ₹4,600 | 135 ₹5,400 | 123 ₹4,920 | 110 ₹4,400 Lowest | 121 ₹4,840 |
| 4.00 | Removal of excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed | 62 | Cum | 117 ₹7,254 | 119 ₹7,378 | 137 ₹8,494 | 133 ₹8,246 | 220 ₹13,640 | 126 ₹7,812 | 131 ₹8,122 | 115 ₹7,130 Lowest | 127 ₹7,874 |
| 5.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering Complete all as specified and directed by Engr-in-charge | 60 | Cum | 1,271 ₹76,260 | 1,289 ₹77,340 | 1,517 ₹91,020 | 1,483 ₹88,980 | 1,100 ₹66,000 Lowest | 1,345 ₹80,700 | 1,451 ₹87,060 | 1,215 ₹72,900 | 1,351 ₹81,060 |
| 6.00 | M&L for hard core of broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface Complete all as specified and directed | 60 | Cum | 2,383 ₹1,42,980 | 2,419 ₹1,45,140 | 3,570 ₹2,14,200 | 2,537 ₹1,52,220 | 1,650 ₹99,000 Lowest | 1,750 ₹1,05,000 | 2,553 ₹1,53,180 | 2,345 ₹1,40,700 | 2,487 ₹1,49,220 |
| 7.00 | Material and labour for cement concrete 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundation complete all as specified and as directed by Engr-in-charge. | 30 | Cum | 6,683 ₹2,00,490 | 6,719 ₹2,01,570 | 6,967 ₹2,09,010 | 6,917 ₹2,07,510 | 5,800 ₹1,74,000 Lowest | 6,725 ₹2,01,750 | 6,853 ₹2,05,590 | 6,650 ₹1,99,500 | 6,783 ₹2,03,490 |
| 8.00 | M&L for Cement concrete (1:2:4) type B0, using 12.50mm graded stone aggregate as in coping bed black etc including necessary form work complete all as specified and directed. | 2 | Cum | 9,173 ₹18,346 | 9,219 ₹18,438 | 9,387 ₹18,774 | 9,361 ₹18,722 | 8,500 ₹17,000 Lowest | 8,980 ₹17,960 | 9,313 ₹18,626 | 9,150 ₹18,300 | 9,281 ₹18,562 |
| 9.00 | M&L for 100 mm thick Cement concrete 1:2:4 type B2, using (20 mm graded agg) as in flooring/Hardstanding and finishing the cement concrete surface even and smooth without using extra cement complete all as specified & directed | 150 | Sqm | 677 ₹1,01,550 | 679 ₹1,01,850 | 717 ₹1,07,550 | 713 ₹1,06,950 | 710 ₹1,06,500 | 680 ₹1,02,000 | 697 ₹1,04,550 | 670 ₹1,00,500 Lowest | 683 ₹1,02,450 |
| 10.00 | M&L for Cement concrete in surface channels and drains Type B2, 1:2:4 (Using 40mm graded stone aggrregate) complete all as specified & directed | 9 | Cum | 6,641 ₹59,769 | 6,569 ₹59,121 Lowest | 6,813 ₹61,317 | 6,781 ₹61,029 | 6,900 ₹62,100 | 6,595 ₹59,355 | 6,753 ₹60,777 | 6,610 ₹59,490 | 6,717 ₹60,453 |
Tender Value
₹24.2 L
EMD Value
₹48,320
Closing Date
27 Jun 2026, 6:00 pmClosed
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
PROVISION OF APPROCH PATH CHAIN LINK FENCING AND ASSOCIATED WORKS FOR INS ABHIMAYU NAVAL STATION KARANJA
2026_MES_770169_1
8339/E8
Open Tender
Civil Works
Item Rate
90 days
GE NW KARANJA
Class E and above and category a (i)
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹48,320
Yes
13 Aug 2026
5 Jun 2026
29 Jun 2026
5 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out hard dense soil complete all as specified and directed | 30 | Cum | - | - |
| - | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in any hard/dense soil etc complete all as specified and directed | 72 | Cum | - | - |
| - | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed | 40 | Cum | - | - |
| - | Removal of excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed | 62 | Cum | - | - |
| - | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering Complete all as specified and directed by Engr-in-charge | 60 | Cum | - | - |
| - | M&L for hard core of broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface Complete all as specified and directed | 60 | Cum | - | - |
| - | Material and labour for cement concrete 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundation complete all as specified and as directed by Engr-in-charge. | 30 | Cum | - | - |
| - | M&L for Cement concrete (1:2:4) type B0, using 12.50mm graded stone aggregate as in coping bed black etc including necessary form work complete all as specified and directed. | 2 | Cum | - | - |
| - | M&L for 100 mm thick Cement concrete 1:2:4 type B2, using (20 mm graded agg) as in flooring/Hardstanding and finishing the cement concrete surface even and smooth without using extra cement complete all as specified & directed | 150 | Sqm | - | - |
| - | M&L for Cement concrete in surface channels and drains Type B2, 1:2:4 (Using 40mm graded stone aggrregate) complete all as specified & directed | 9 | Cum | - | - |
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