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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAdmitted-Finance | ₹40.8 L | L1 | Admitted-Finance |
| 2 | L2₹41.9 L+₹1.1 L (2.73%)Admitted-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | ₹41.9 L+₹1.1 L (2.73%) | L2 | Admitted-Finance |
| 3 | L3₹42.3 L+₹1.5 L (3.80%)Admitted-Finance | ₹42.3 L+₹1.5 L (3.80%) | L3 | Admitted-Finance |
| 4 | L4₹42.6 L+₹1.8 L (4.39%)Admitted-Finance A WARD PLOT NO 96 2 T P SCHEME NO 2 SIDDHI APARTMENTS DUDHALI KOLHAPUR 416 012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | ₹42.6 L+₹1.8 L (4.39%) | L4 | Admitted-Finance |
| 5 | L5₹42.6 L+₹1.8 L (4.48%)Admitted-Finance | ₹42.6 L+₹1.8 L (4.48%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Advait Enterprises L2 | Ideal Infrastructure and Consultants L4 | Nitish Nandkumar Bothale L5 | M/s Zyauddin Construction L6 | Ruhi Construction L1 | SHRIKALP ENGINEERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation 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, etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out soft/disintegrated soil complete all as specified and directed. | 94 | Cum | 900 ₹84,600 | 880 ₹82,720 | 920 ₹86,480 | 940 ₹88,360 | 850 ₹79,900 Lowest | 930 ₹87,420 |
| 2.00 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mix with earth around, in layers not exceeding 25 cm for soft disintegrated rock complete all as specified and as directed. | 8 | Each | 900 ₹7,200 | 880 ₹7,040 Lowest | 920 ₹7,360 | 940 ₹7,520 | 900 ₹7,200 | 930 ₹7,440 |
| 3.00 | Material and Labour for providing PCC 1:4:8 type D2 using 40mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed. | 5 | Cum | 5,200 ₹26,000 | 5,200 ₹26,000 | 5,000 ₹25,000 Lowest | 5,100 ₹25,500 | 5,000 ₹25,000 Lowest | 5,200 ₹26,000 |
| 4.00 | Material and Labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 14 | Cum | 6,500 ₹91,000 | 7,000 ₹98,000 | 6,300 ₹88,200 | 5,900 ₹82,600 Lowest | 6,300 ₹88,200 | 6,700 ₹93,800 |
| 5.00 | 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 as directed. | 12 | Cum | 9,500 ₹1,14,000 | 9,900 ₹1,18,800 | 9,600 ₹1,15,200 | 9,300 ₹1,11,600 Lowest | 9,500 ₹1,14,000 | 9,500 ₹1,14,000 |
| 6.00 | Material and Labour for RCC Design mix M-30, using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | 8 | Cum | 10,500 ₹84,000 | 10,350 ₹82,800 | 10,600 ₹84,800 | 10,300 ₹82,400 | 9,500 ₹76,000 Lowest | 10,400 ₹83,200 |
| 7.00 | Use and waste of formwork to side of concrete foundation, footing, bases of columns, rafts and raft beams, side and soffit of foundation and beams flat, for fair finished surfaces of concrete complete all as specified and directed. | 6 | Sqm | 550 ₹3,300 | 540 ₹3,240 | 600 ₹3,600 | 500 ₹3,000 Lowest | 550 ₹3,300 | 500 ₹3,000 Lowest |
| 8.00 | Use and waste of formwork to side of pillars, columns and stanchions, square or rectangular, for rough finished surface of concrete complete all as specified and directed. | 43 | Sqm | 600 ₹25,800 | 600 ₹25,800 | 600 ₹25,800 | 600 ₹25,800 | 600 ₹25,800 | 550 ₹23,650 Lowest |
| 9.00 | Material and Labour for Mild steel TMT bars 10mm 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 0.9mm dia or securing with clips etc complete all as specified and directed. | 1,384 | KG | 110 ₹1,52,240 | 120 ₹1,66,080 | 120 ₹1,66,080 | 115 ₹1,59,160 | 105 ₹1,45,320 Lowest | 120 ₹1,66,080 |
| 10.00 | Material and Labour for Mild steel TMT bars 6 to 8 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 0.9mm dia or securing with clips etc complete all as specified and directed. | 346 | KG | 110 ₹38,060 | 120 ₹41,520 | 120 ₹41,520 | 115 ₹39,790 | 105 ₹36,330 Lowest | 120 ₹41,520 |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
7 Aug 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 ENTERANCE GATE WITH COVER SHED AT THE MAIN ENTERANCE OF H1 PLOT AT ICGAS RATNAGIRI
2026_MES_777526_1
8303/E8
Open Tender
Civil Works
Item Rate
180 days
Ratnagiri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹76,000
Yes
31 Aug 2026
10 Jul 2026
14 Aug 2026
10 Jul 2026
7 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation 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, etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out soft/disintegrated soil complete all as specified and directed. | 94 | Cum | - | - |
| 2 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mix with earth around, in layers not exceeding 25 cm for soft disintegrated rock complete all as specified and as directed. | 8 | Each | - | - |
| 3 | Material and Labour for providing PCC 1:4:8 type D2 using 40mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed. | 5 | Cum | - | - |
| 4 | Material and Labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 14 | Cum | - | - |
| 5 | 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 as directed. | 12 | Cum | - | - |
| 6 | Material and Labour for RCC Design mix M-30, using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | 8 | Cum | - | - |
| 7 | Use and waste of formwork to side of concrete foundation, footing, bases of columns, rafts and raft beams, side and soffit of foundation and beams flat, for fair finished surfaces of concrete complete all as specified and directed. | 6 | Sqm | - | - |
| 8 | Use and waste of formwork to side of pillars, columns and stanchions, square or rectangular, for rough finished surface of concrete complete all as specified and directed. | 43 | Sqm | - | - |
| 9 | Material and Labour for Mild steel TMT bars 10mm 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 0.9mm dia or securing with clips etc complete all as specified and directed. | 1,384 | KG | - | - |
| 10 | Material and Labour for Mild steel TMT bars 6 to 8 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 0.9mm dia or securing with clips etc complete all as specified and directed. | 346 | KG | - | - |
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