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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC 759 126A FLAT NO 08 SUNDERBAN APT NEAR DR KELKAR HOSPITAL PRABHAT ROAD PUNE 411004 INDEX NO C 402 HQ CEPZ PUNE | PUNE | MAHARASHTRA | 411004 | ₹22.1 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹22.9 L+₹80,921.50 (3.67%)Rejected-Finance JAIN SADAN MAHAL ROAD SHIVPURI DISTT SHIVPURI MP | SHIVPURI | SHIVPURI | MADHYA PRADESH | ₹22.9 L+₹80,921.50 (3.67%) | L2 | Rejected-Finance High Rate |
| 3 | L3₹24.7 L+₹2.7 L (12.1%)Rejected-Finance | ₹24.7 L+₹2.7 L (12.1%) | L3 | Rejected-Finance high Rate |
| Sl No | Description | Qty | Unit | ANIL CONSTRUCTION CO. L2 | Parvati Construction L3 | M/S NAVNEET S MORDE L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each n-exc 0.50cum and getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc 25cm, watering, and removing surplus soil to a distance nexc 50m and making good surface complete all as specified and directed. | 25 | Each | 125 ₹3,125 | 180 ₹4,500 | 90 ₹2,250 Lowest |
| 2.00 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in soft/loose soil complete all as specified and directed. | 416.8 | Sqm | 35 ₹14,588 | 27 ₹11,253.6 Lowest | 90 ₹37,512 |
| 3.00 | Excavating in trenches, n.exc 1.5m wide and n.exc 1.5m in depth for fdn, etc or for shafts, wells, cesspits, manholes, pierholes etc and n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed. | 50.1 | Cum | 250 ₹12,525 | 280 ₹14,028 | 120 ₹6,012 Lowest |
| 4.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 22.5 | Cum | 60 ₹1,350 Lowest | 72 ₹1,620 | 200 ₹4,500 |
| 5.00 | Removal excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 34 | Cum | 50 ₹1,700 Lowest | 72 ₹2,448 | 200 ₹6,800 |
| 6.00 | M&L for cement concrete type D2 1:4:8 (using 40mm graded aggregates) in foundation, filling and mass concrete complete all as specified and directed. | 26.51 | Cum | 2,500 ₹66,275 | 3,800 ₹1,00,738 | 1,000 ₹26,510 Lowest |
| 7.00 | M&L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate in foundation/filling and mass concrete as in post holes complete all as specified and directed. | 24.08 | Cum | 3,200 ₹77,056 | 5,400 ₹1,30,032 | 1,200 ₹28,896 Lowest |
| 8.00 | M&L for precast cement concrete block masonry exceeding 10cm in width with solid blocks of PCC (1:5:8) gde D-5 and setting in CM 1:6 complete all as specified and directed. | 42.44 | Cum | 4,000 ₹1,69,760 Lowest | 5,400 ₹2,29,176 | 4,000 ₹1,69,760 Lowest |
| 9.00 | M&L for precast cement concrete block masonry not exceeding 15cm in width with solid blocks of PCC (1:5:8) gde D-5 and setting in CM 1:6 complete all as specified and directed. | 18 | Sqm | 750 ₹13,500 Lowest | 1,400 ₹25,200 | 4,500 ₹81,000 |
| 10.00 | M&L for TMT bar 10mm dia and over cut to length bent to shape reqd incl cranking bending etc complete all as specified and directed. & binding with MS wire (annealed) not less than 0.9mm dia in reinforcement complete all as specified and directed. | 1,000 | Kg | 92 ₹92,000 | 99 ₹99,000 | 80 ₹80,000 Lowest |
Tender Value
₹28.7 L
EMD Value
₹57,400
Closing Date
17 Jul 2026, 6:00 pmClosed
Garrison Engineer (central) Pune
Garrison Engineer (Central) Pune, Arjun Marg, Pune-411001
8726 CERTAIN REVENUE AND MINOR WORKS IN THE AREA OF AGE B/R-II UNDER GE (CENTRAL) PUNE
2026_MES_773329_1
8726 CERTAIN REVENUE AND MINOR WORKS IN THE AREA OF AGE B/R-II UNDER GE (CENTRAL) PUNE
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer (central) Pune
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Garrison Engineer (Central)
₹57,400
Yes
12 Sept 2026
19 Jun 2026
20 Jul 2026
19 Jun 2026
17 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes (or similar holes) each n-exc 0.50cum and getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc 25cm, watering, and removing surplus soil to a distance nexc 50m and making good surface complete all as specified and directed. | 25 | Each | - | - |
| 2 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in soft/loose soil complete all as specified and directed. | 416.8 | Sqm | - | - |
| 3 | Excavating in trenches, n.exc 1.5m wide and n.exc 1.5m in depth for fdn, etc or for shafts, wells, cesspits, manholes, pierholes etc and n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed. | 50.1 | Cum | - | - |
| 4 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 22.5 | Cum | - | - |
| 5 | Removal excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 34 | Cum | - | - |
| 6 | M&L for cement concrete type D2 1:4:8 (using 40mm graded aggregates) in foundation, filling and mass concrete complete all as specified and directed. | 26.51 | Cum | - | - |
| 7 | M&L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate in foundation/filling and mass concrete as in post holes complete all as specified and directed. | 24.08 | Cum | - | - |
| 8 | M&L for precast cement concrete block masonry exceeding 10cm in width with solid blocks of PCC (1:5:8) gde D-5 and setting in CM 1:6 complete all as specified and directed. | 42.44 | Cum | - | - |
| 9 | M&L for precast cement concrete block masonry not exceeding 15cm in width with solid blocks of PCC (1:5:8) gde D-5 and setting in CM 1:6 complete all as specified and directed. | 18 | Sqm | - | - |
| 10 | M&L for TMT bar 10mm dia and over cut to length bent to shape reqd incl cranking bending etc complete all as specified and directed. & binding with MS wire (annealed) not less than 0.9mm dia in reinforcement complete all as specified and directed. | 1,000 | Kg | - | - |
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