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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.2 LAccepted-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L1 | Accepted-Finance Accepted being L1 | |
| 2 | L2₹47.5 L+₹1.3 L (2.84%)Rejected-Finance | L2 | Rejected-Finance Rejceted being other than L1 | |
| 3 | L3₹47.6 L+₹1.4 L (3.02%)Rejected-Finance | L3 | Rejected-Finance Rejceted being other than L1 | |
| 4 | L4₹48.2 L+₹2.0 L (4.33%)Rejected-Finance ROOM NO A 46 GALI NO 11 GANESH MURTHY NAGAR PART NO 3 CAPT PRAKASH PETHE MARG CUFFE PARADE COLABA MUMBAI 400005 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L4 | Rejected-Finance Rejceted being other than L1 | |
| 5 | L5₹49.0 L+₹2.8 L (6.13%)Rejected-Finance | L5 | Rejected-Finance Rejceted being other than L1 |
| Sl No | Description | Qty | Unit | Advait Enterprises L1 | A S ENTERPRISES L6 | jkconstruction L4 | m/s Pravin s Bhosale L5 | Nitish Nandkumar Bothale L3 | Ruhi Construction L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 metres wide and not exceeding 1.5 metres in depth; for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out in soft/disintegrated rock complete all as specified and as directed. | 135 | Cum | 900 ₹1,21,500 Lowest | 950 ₹1,28,250 | 1,000 ₹1,35,000 | 1,100 ₹1,48,500 | 950 ₹1,28,250 | 1,000 ₹1,35,000 |
| 2.00 | Material and Labour for Plain cement concrete 1:4:8, type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc, complete all as specified and as directed. | 18 | Cum | 5,800 ₹1,04,400 | 5,800 ₹1,04,400 | 5,000 ₹90,000 Lowest | 5,300 ₹95,400 | 5,500 ₹99,000 | 6,000 ₹1,08,000 |
| 3.00 | Material and Labour for rough formwork in flat surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter. complete all as specified and as directed. | 60 | Sqm | 500 ₹30,000 | 400 ₹24,000 Lowest | 450 ₹27,000 | 400 ₹24,000 Lowest | 530 ₹31,800 | 550 ₹33,000 |
| 4.00 | Material and Labour for rough formwork in flat surfaces to faces of walls retaining walls abutments parapets and staircase railing and similar works including attached plaster buttresses etc vertical or to batter, complete all as specified and as directed. | 361.5 | Sqm | 500 ₹1,80,750 | 540 ₹1,95,210 | 550 ₹1,98,825 | 400 ₹1,44,600 Lowest | 480 ₹1,73,520 | 450 ₹1,62,675 |
| 5.00 | Material and Labour for mild steel bars 10 mm 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 0.9 mm dia or securing with clips quality conforming to TMT Bars complete all as specified and as directed. | 8,250 | Kg | 130 ₹10,72,500 Lowest | 133 ₹10,97,250 | 135 ₹11,13,750 | 140 ₹11,55,000 | 135 ₹11,13,750 | 133 ₹10,97,250 |
| 6.00 | Material and Labour for RCC Design mix M-30, using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams, bases for columns, etc. basement slabs, under-reamed piles and mass concrete. complete all as specified and as directed. | 30 | Cum | 11,000 ₹3,30,000 | 15,100 ₹4,53,000 | 11,000 ₹3,30,000 | 10,900 ₹3,27,000 Lowest | 11,200 ₹3,36,000 | 11,400 ₹3,42,000 |
| 7.00 | Material and Labour for RCC (design mix) M-30 (20mm graded aggregates) in walls basement walls any thickness above top of footing including attached plasters and buttress complete all as specified and as directed. | 45 | Cum | 11,000 ₹4,95,000 Lowest | 11,100 ₹4,99,500 | 11,500 ₹5,17,500 | 11,500 ₹5,17,500 | 11,200 ₹5,04,000 | 11,400 ₹5,13,000 |
| 8.00 | Material and Labour Providing cement concrete Type B0 1:2:4 using 12.50 mm graded aggregate in water troughs, saucer drain, spillway drain and the like including weathering, slightly rounded for chamfered angles and throating, as directed on the slant portion of runway embankment. complete all as specified and as directed. | 30 | Cum | 11,000 ₹3,30,000 Lowest | 11,400 ₹3,42,000 | 11,450 ₹3,43,500 | 11,300 ₹3,39,000 | 11,300 ₹3,39,000 | 11,400 ₹3,42,000 |
| 9.00 | Material and Labour for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc complete all as specified and as directed. | 300 | RM | 130 ₹39,000 Lowest | 160 ₹48,000 | 160 ₹48,000 | 150 ₹45,000 | 150 ₹45,000 | 135 ₹40,500 |
| 10.00 | Material and Labour for Forming traverse (Sloped side of filling) including raising (or lowering) earth using mechanical machines and removing of boulders from the traverse, spreading in layers not exceeding 30cm thick, watering, ramming/rolling using hand roller 0.2 to 0.5 tonnes and finishing to required size, shape, etc,not exceeding 1.5 metres high from base on the slanting portion of shoulders complete all as specified and as directed.
Note: The rates apply to filling in roads, berms, embankments, traverses, etc, of any profile, up to 8 m in height above base. | 153 | Cum | 300 ₹45,900 | 330 ₹50,490 | 280 ₹42,840 Lowest | 400 ₹61,200 | 350 ₹53,550 | 340 ₹52,020 |
Tender Value
₹43.5 L
EMD Value
₹86,900
Closing Date
30 Mar 2026, 6:00 pmClosed
GE I CG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVISION OF STONE PITCHING TO THE EMBANKMENT ALONG WITH SAUCER ,SPILLWAY DRAIN AND RCC TOE WALL ON THE NORTHEN SHOULDERS OF RUNWAY AT ICGAS RATNAGIRI.
2026_MES_754921_1
8290/E8
Open Tender
Civil Works
Item Rate
240 days
RATNAGIRI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹86,900
Yes
10 Jul 2026
2 Mar 2026
6 Apr 2026
2 Mar 2026
30 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exceeding 1.5 metres wide and not exceeding 1.5 metres in depth; for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out in soft/disintegrated rock complete all as specified and as directed. | 135 | Cum | - | - |
| 2 | Material and Labour for Plain cement concrete 1:4:8, type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc, complete all as specified and as directed. | 18 | Cum | - | - |
| 3 | Material and Labour for rough formwork in flat surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter. complete all as specified and as directed. | 60 | Sqm | - | - |
| 4 | Material and Labour for rough formwork in flat surfaces to faces of walls retaining walls abutments parapets and staircase railing and similar works including attached plaster buttresses etc vertical or to batter, complete all as specified and as directed. | 361.5 | Sqm | - | - |
| 5 | Material and Labour for mild steel bars 10 mm 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 0.9 mm dia or securing with clips quality conforming to TMT Bars complete all as specified and as directed. | 8,250 | Kg | - | - |
| 6 | Material and Labour for RCC Design mix M-30, using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams, bases for columns, etc. basement slabs, under-reamed piles and mass concrete. complete all as specified and as directed. | 30 | Cum | - | - |
| 7 | Material and Labour for RCC (design mix) M-30 (20mm graded aggregates) in walls basement walls any thickness above top of footing including attached plasters and buttress complete all as specified and as directed. | 45 | Cum | - | - |
| 8 | Material and Labour Providing cement concrete Type B0 1:2:4 using 12.50 mm graded aggregate in water troughs, saucer drain, spillway drain and the like including weathering, slightly rounded for chamfered angles and throating, as directed on the slant portion of runway embankment. complete all as specified and as directed. | 30 | Cum | - | - |
| 9 | Material and Labour for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc complete all as specified and as directed. | 300 | RM | - | - |
| 10 | Material and Labour for Forming traverse (Sloped side of filling) including raising (or lowering) earth using mechanical machines and removing of boulders from the traverse, spreading in layers not exceeding 30cm thick, watering, ramming/rolling using hand roller 0.2 to 0.5 tonnes and finishing to required size, shape, etc,not exceeding 1.5 metres high from base on the slanting portion of shoulders complete all as specified and as directed.
Note: The rates apply to filling in roads, berms, embankments, traverses, etc, of any profile, up to 8 m in height above base. | 153 | Cum | - | - |
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