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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.2 LAccepted-AOC | ₹41.2 L Quoted ₹41.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹47.9 L+₹6.0 L (14.4%)Rejected-Finance GARDEN AVENUE PLOT NO 242 243 244 RH 4 SECTOR 21 NERUL NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | ₹47.9 L+₹6.0 L (14.4%) | L2 | Rejected-Finance Not L1 bidder |
| 3 | L3₹49.2 L+₹7.3 L (17.5%)Rejected-Finance | ₹49.2 L+₹7.3 L (17.5%) | L3 | Rejected-Finance Not L1 bidder |
| 4 | L4₹50.8 L+₹8.9 L (21.2%)Rejected-Finance | ₹50.8 L+₹8.9 L (21.2%) | L4 | Rejected-Finance Not L1 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Incomplete Documents |
| Sl No | Description | Qty | Unit | M/s S.D Construction Co L2 | Manak landmarks L4 | Ashitosh and brothers L1 | KARPE AND SONS CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 217.47 | Sqm | 30 ₹6,524.1 | 53 ₹11,525.91 | 15 ₹3,262.05 Lowest | 40 ₹8,698.8 |
| 2.00 | Excavating in trenches n exc 1.5m wide and n exc 1.5 mtr depth and average 1.5 mtr in depth and getting out for foundation etc in Hard/dense soil | 3.89 | Cum | 450 ₹1,749.6 | 380 ₹1,477.44 | 200 ₹777.6 Lowest | 200 ₹777.6 Lowest |
| 3.00 | Returning filling in spreading levelling watering and well ramming in layer n.exc. 25 cm thick. | 2.92 | Cum | 101 ₹294.52 | 100 ₹291.6 | 90 ₹262.44 Lowest | 139 ₹405.32 |
| 4.00 | Removal excavated surplus soil to a distance n.exc. 50 m and depositing at level n.exc. 1.5 m above the starting point all as directed by Engineer-in-Charge | 0.97 | Cum | 300 ₹291.6 | 200 ₹194.4 | 150 ₹145.8 | 120 ₹116.64 Lowest |
| 5.00 | M&L Demolition of Cement Concrete (un rainforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) all as specified and as directed by Engineer-in-Charge. | 2 | Cum | 390 ₹780 Lowest | 1,000 ₹2,000 | 450 ₹900 | 450 ₹900 |
| 6.00 | Dismatling Stone slabs,paver block and tiles of any description or thickness in floors, aprons etc. | 101.62 | XSqm | 260 ₹26,421.2 | 300 ₹30,486 | 250 ₹25,405 Lowest | 550 ₹55,891 |
| 7.00 | M & L for hardcore of gauge n exc 63 deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface | 12.15 | Cum | 1,200 ₹14,580 Lowest | 1,500 ₹18,225 | 1,200 ₹14,580 Lowest | 1,500 ₹18,225 |
| 8.00 | M&L cement concrete 1;4:8 type D2 (40mm aggregate) 75 mm thick as in sub base | 152.2 | Sqm | 300 ₹45,660 | 250 ₹38,050 Lowest | 300 ₹45,660 | 320 ₹48,704 |
| 9.00 | M&L for 50 mm sand cushioning under interlocking in floors including watering and consolidation. | 7.61 | Cum | 1,800 ₹13,698 | 1,500 ₹11,415 Lowest | 1,800 ₹13,698 | 2,000 ₹15,220 |
| 10.00 | M&L for Machine pressed precast concrete interlocking paver block any shape & size confirming to IS 15658-2006 of 60 mm thickness, M-35 with grey cement and pigment grade all as specified and directed by Engineer-in-Charge. | 152.2 | Sqm | 800 ₹1,21,760 | 896 ₹1,36,371.2 | 800 ₹1,21,760 | 620 ₹94,364 Lowest |
Tender Value
₹49.3 L
EMD Value
₹98,700
Closing Date
2 Jun 2026, 6:00 pmClosed
Gaurav Tiwari, IDSE
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
SPECIAL REPAIR TO BULIDING NO T-23 (KASAUTI EXAMINATION HALL) AT INS SHIVAJI LONAVLA
2026_MES_764411_1
GE/LONAVLA/8425/E8
Open Tender
Civil Works
Item Rate
180 days
GE (I) (NAVY) LONAVLA
Scanned Copy of APPLICATION
Scanned Copy DEMAND DRAFT
Scanned Copy of EPF REGISTRATION
Scanned Copy ENLISTMENT LETTER
Scanned Copy of GST REGISTRATION
6 documents required · 6 mandatory
₹500
Yes
GE (I) (NAVY) LONAVLA
₹98,700
Yes
31 Aug 2026
9 May 2026
4 Jun 2026
9 May 2026
2 Jun 2026
25 May 2026
9 May 2026 - 23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 217.47 | Sqm | - | - |
| 2 | Excavating in trenches n exc 1.5m wide and n exc 1.5 mtr depth and average 1.5 mtr in depth and getting out for foundation etc in Hard/dense soil | 3.89 | Cum | 1 | ₹3.89 |
| 3 | Returning filling in spreading levelling watering and well ramming in layer n.exc. 25 cm thick. | 2.92 | Cum | 2 | ₹5.83 |
| 4 | Removal excavated surplus soil to a distance n.exc. 50 m and depositing at level n.exc. 1.5 m above the starting point all as directed by Engineer-in-Charge | 0.97 | Cum | 3 | ₹2.92 |
| 5 | M&L Demolition of Cement Concrete (un rainforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) all as specified and as directed by Engineer-in-Charge. | 2 | Cum | 4 | ₹8 |
| 6 | Dismatling Stone slabs,paver block and tiles of any description or thickness in floors, aprons etc. | 101.62 | XSqm | 5 | ₹508.1 |
| 7 | M & L for hardcore of gauge n exc 63 deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface | 12.15 | Cum | 6 | ₹72.9 |
| 8 | M&L cement concrete 1;4:8 type D2 (40mm aggregate) 75 mm thick as in sub base | 152.2 | Sqm | 7 | ₹1,065.4 |
| 9 | M&L for 50 mm sand cushioning under interlocking in floors including watering and consolidation. | 7.61 | Cum | 8 | ₹60.88 |
| 10 | M&L for Machine pressed precast concrete interlocking paver block any shape & size confirming to IS 15658-2006 of 60 mm thickness, M-35 with grey cement and pigment grade all as specified and directed by Engineer-in-Charge. | 152.2 | Sqm | 9 | ₹1,369.8 |
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