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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAccepted-AOC A WARD PLOT NO 96 2 T P SCHEME NO 2 SIDDHI APARTMENTS DUDHALI KOLHAPUR 416 012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | L1 | Accepted-AOC Awarded being L1 | |
| 2 | L2₹44.4 L+₹41,750 (0.95%)Rejected-Finance 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | L2 | Rejected-Finance Rejected Being other than L1 | |
| 3 | L3₹45.3 L+₹1.4 L (3.18%)Rejected-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L3 | Rejected-Finance Rejected Being other than L1 | |
| 4 | L4₹45.4 L+₹1.4 L (3.21%)Rejected-Finance | L4 | Rejected-Finance Rejected Being other than L1 | |
| 5 | L5₹46.8 L+₹2.8 L (6.47%)Rejected-Finance | L5 | Rejected-Finance Rejected Being other than L1 |
| Sl No | Description | Qty | Unit | Advait Enterprises L3 | Ideal Infrastructure and Consultants L1 | A S ENTERPRISES L6 | D R CONSTRUCTION L2 | jkconstruction L7 | Nitish Nandkumar Bothale L5 | Ruhi Construction L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/Disintegrated rock complete all as specified and as directed. | 1,250 | Sqm | 100 ₹1,25,000 | 50 ₹62,500 | 271 ₹3,38,750 | 25 ₹31,250 Lowest | 120 ₹1,50,000 | 200 ₹2,50,000 | 250 ₹3,12,500 |
| 2.00 | Material and Labour for Plain cement concrete 1:3:6, type C2 using 40 mm graded stone aggregate as in foundation, post hole filling, filling around the sides of foot path, hard standing and mass concrete etc, complete all as specified and as directed. | 104 | Cum | 5,500 ₹5,72,000 | 6,500 ₹6,76,000 | 8,100 ₹8,42,400 | 6,000 ₹6,24,000 | 6,000 ₹6,24,000 | 5,000 ₹5,20,000 Lowest | 8,000 ₹8,32,000 |
| 3.00 | Material and Labour for broken stone or boulders hardcore of gauge exceeding 63 mm but not exceeding 100 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 125 | Cum | 1,000 ₹1,25,000 Lowest | 2,000 ₹2,50,000 | 1,100 ₹1,37,500 | 2,200 ₹2,75,000 | 1,200 ₹1,50,000 | 1,200 ₹1,50,000 | 1,000 ₹1,25,000 Lowest |
| 4.00 | Material and Labour for 100mm thick PCC 1:3:6 type C2 using 40 mm aggregate as in base, wearing course complete all as specified and as directed. | 1,250 | Sqm | 1,000 ₹12,50,000 | 800 ₹10,00,000 | 650 ₹8,12,500 | 900 ₹11,25,000 | 1,100 ₹13,75,000 | 900 ₹11,25,000 | 600 ₹7,50,000 Lowest |
| 5.00 | Material and Labour for Sand filling under floors, paths or in foundations including watering and consolidation complete all as specified and as directed. | 62.5 | Cum | 1,500 ₹93,750 | 2,100 ₹1,31,250 | 2,250 ₹1,40,625 | 1,100 ₹68,750 Lowest | 1,600 ₹1,00,000 | 1,600 ₹1,00,000 | 2,200 ₹1,37,500 |
| 6.00 | Material and Labour for pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and pigment complete all as specified and directed. | 1,250 | Sqm | 1,700 ₹21,25,000 Lowest | 1,700 ₹21,25,000 Lowest | 1,900 ₹23,75,000 | 1,700 ₹21,25,000 Lowest | 1,800 ₹22,50,000 | 1,800 ₹22,50,000 | 1,840 ₹23,00,000 |
| 7.00 | Removing excavated rock to a distance exceeding 250m but not exceeding 500 metres and depositing where directed complete all as specified. | 187.5 | Cum | 1,300 ₹2,43,750 | 800 ₹1,50,000 | 700 ₹1,31,250 | 1,000 ₹1,87,500 | 1,400 ₹2,62,500 | 1,515 ₹2,84,062.5 | 420 ₹78,750 Lowest |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
16 May 2026, 6:00 pmClosed
- GE ICG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVISION OF HARD STANDING WITH INTERLOCKING TILES AROUND AED/ALD HANGER AND ADJACENT AREA AT ICGAS RATNAGIRI
2026_MES_762096_1
8298/E8
Open Tender
Civil Works - Highways
Item Rate
180 days
Ratnagiri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹84,000
Yes
15 Jul 2026
25 Apr 2026
23 May 2026
25 Apr 2026
16 May 2026
9 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/Disintegrated rock complete all as specified and as directed. | 1,250 | Sqm | - | - |
| 2 | Material and Labour for Plain cement concrete 1:3:6, type C2 using 40 mm graded stone aggregate as in foundation, post hole filling, filling around the sides of foot path, hard standing and mass concrete etc, complete all as specified and as directed. | 104 | Cum | - | - |
| 3 | Material and Labour for broken stone or boulders hardcore of gauge exceeding 63 mm but not exceeding 100 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 125 | Cum | - | - |
| 4 | Material and Labour for 100mm thick PCC 1:2:4 type B2 using 40 mm aggregate as in base, wearing course finished even and smooth using extra cement complete all as specified and as directed. | 1,250 | Sqm | - | - |
| 5 | Material and Labour for Sand filling under floors, paths or in foundations including watering and consolidation complete all as specified and as directed. | 62.5 | Cum | - | - |
| 6 | Material and Labour for pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 100 mm thickness M-50 grade with grey cement and pigment complete all as specified and directed. | 1,250 | Sqm | - | - |
| 7 | Removing excavated rock to a distance exceeding 250m but not exceeding 500 metres and depositing where directed complete all as specified. | 187.5 | Cum | - | - |
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