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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-Finance | L1 | Accepted-Finance BEING LOWEST BIDDER | |
| 2 | L2₹40.0 L+₹5.6 L (16.1%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L2 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 3 | L4₹41.5 L+₹7.0 L (20.4%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 4 | L4₹42.0 L+₹7.5 L (21.9%)Rejected-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L4 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 5 | Rejected-Technical | - | Rejected-Technical CRITERIA NOT FULFILLED AS PER NIT |
| Sl No | Description | Qty | Unit | H C CONSTRUCTION L3 | PRIME ENGINEERS L2 | Alka Engineering Works L1 | MUKHERJEE ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.50m wide and not exc 1.50m depth for foundation shaft, wells in soft loose soil complete all as specified and directed. | 120 | Cum | 350 ₹42,000 | 300 ₹36,000 | 90 ₹10,800 Lowest | 250 ₹30,000 |
| 2.00 | ditto- as per item no.01 here in above but exc. 1.5 m deep and not exc. 3.0 deep. | 5.4 | Cum | 350 ₹1,890 | 300 ₹1,620 | 130 ₹702 Lowest | 250 ₹1,350 |
| 3.00 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregates as in foundation fillings and mass concrete complete all as specified and directed. | 3.5 | Cum | 6,000 ₹21,000 | 5,000 ₹17,500 | 3,500 ₹12,250 Lowest | 5,000 ₹17,500 |
| 4.00 | Returning filling in including spreading levelling and well ramming in soft/loose soil complete all as specified and directed. | 76 | Cum | 130 ₹9,880 | 111 ₹8,436 | 90 ₹6,840 Lowest | 200 ₹15,200 |
| 5.00 | Removing excavated materials n ot exc 50 mtrs and deposited where directed at a level not exc 50 mtr where directed not exc 1.50 m above the starting point. Complete all as specified and directed. | 50 | Cum | 250 ₹12,500 | 300 ₹15,000 | 125 ₹6,250 Lowest | 290 ₹14,500 |
| 6.00 | Use and waste formwork 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 fair finished surfaces of concrete complete all as specified and directed | 20.5 | Sqm | 330 ₹6,765 Lowest | 400 ₹8,200 | 450 ₹9,225 | 450 ₹9,225 |
| 7.00 | Use and waste form work to sides of column, pillars shape as square, rectangular or polygon for fair finished surfaces complete all as specified and directed. | 59 | Sqm | 450 ₹26,550 | 400 ₹23,600 Lowest | 450 ₹26,550 | 480 ₹28,320 |
| 8.00 | M&L for reinforced cement concrete Design mix M-25 type B-1 (using 20mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns, etc complete all as specified & directed.(Note Concrete shall be RMC M-25 Design Mix) | 6 | Cum | 9,200 ₹55,200 | 9,000 ₹54,000 | 6,500 ₹39,000 Lowest | 8,500 ₹51,000 |
| 9.00 | M&L for reinforced cement concrete Design mix M-25 type B-1 (using 20mm graded crushed stone aggregate) as in columns, piers, posts and struts complete all as specified and directed.(Note Concrete shall be RMC M-25 Design Mix) | 3.5 | Cum | 9,200 ₹32,200 | 9,000 ₹31,500 | 6,500 ₹22,750 Lowest | 8,500 ₹29,750 |
| 10.00 | M&L for TMT Bars 10mm dia and over cut to length bent to shape required inculding cranking bending spirally hooping for columns,roofs slab etc and binding with MS wire ennealed not less than 0.9mm dia complete all as specified and directed. | 1,200 | Kg | 120 ₹1,44,000 | 110 ₹1,32,000 | 90 ₹1,08,000 Lowest | 130 ₹1,56,000 |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
6 May 2026, 6:00 pmClosed
GE (AF) BKT
GE (AF) BKT
ADDN / ALTN TO TECHNICAL GATE AND PROVN OF GREASE TRAP FOR COOK HOUSE OF AIRMEN AND DSC MESS AT AF STN BKT
2026_MES_759682_1
8873/BKT/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) BKT
7 documents required · 7 mandatory
₹500
GE (AF) BKT
₹87,000
Yes
5 Aug 2026
9 Apr 2026
9 May 2026
9 Apr 2026
6 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exc 1.50m wide and not exc 1.50m depth for foundation shaft, wells in soft loose soil complete all as specified and directed. | - | Cum | - | - |
| - | ditto- as per item no.01 here in above but exc. 1.5 m deep and not exc. 3.0 deep. | - | Cum | - | - |
| - | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregates as in foundation fillings and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | Returning filling in including spreading levelling and well ramming in soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| - | Removing excavated materials n ot exc 50 mtrs and deposited where directed at a level not exc 50 mtr where directed not exc 1.50 m above the starting point. Complete all as specified and directed. | - | Cum | - | - |
| - | Use and waste formwork 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 fair finished surfaces of concrete complete all as specified and directed | - | Sqm | - | - |
| - | Use and waste form work to sides of column, pillars shape as square, rectangular or polygon for fair finished surfaces complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for reinforced cement concrete Design mix M-25 type B-1 (using 20mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns, etc complete all as specified & directed.(Note Concrete shall be RMC M-25 Design Mix) | - | Cum | - | - |
| - | M&L for reinforced cement concrete Design mix M-25 type B-1 (using 20mm graded crushed stone aggregate) as in columns, piers, posts and struts complete all as specified and directed.(Note Concrete shall be RMC M-25 Design Mix) | - | Cum | - | - |
| - | M&L for TMT Bars 10mm dia and over cut to length bent to shape required inculding cranking bending spirally hooping for columns,roofs slab etc and binding with MS wire ennealed not less than 0.9mm dia complete all as specified and directed. | - | Kg | - | - |
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