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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹27.4 L+₹2.6 L (10.6%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/S GR construction compony L1 | M/s Vijay Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m deep for foundation etc or for shafts, wells,cespits manholes,pier holes,etc 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 by Engr-in-charge. | 90 | Cum | 300 ₹27,000 | 250 ₹22,500 Lowest |
| 2.00 | Excavation in trenches n exc 1.5m wide and nexc 1.5m but n exc 3.00m deep for foundation etc or for shafts, wells,cespits manholes,pier holes,etc 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 by Engr-in-charge. | 3 | Cum | 450 ₹1,350 | 250 ₹750 Lowest |
| 3.00 | M&L for cement concerte 1:4:8 type D2 (40mm stone aggregate) in foundation filling and mass concrete complete all as specified and directed by Engr-in-charge. | 20 | Cum | 4,000 ₹80,000 | 3,500 ₹70,000 Lowest |
| 4.00 | M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engr-in-charge. | 24 | Cum | 6,500 ₹1,56,000 | 5,300 ₹1,27,200 Lowest |
| 5.00 | M&L for reinforced ready cement concrete design mix M-30 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 and directed by Engr-in-charge. | 18 | Cum | 6,500 ₹1,17,000 Lowest | 7,300 ₹1,31,400 |
| 6.00 | M&L for reinforced ready cement concrete design mix M-30 (deign mIx) in Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed by Engr-in-charge. | 30 | Cum | 7,000 ₹2,10,000 Lowest | 7,300 ₹2,19,000 |
| 7.00 | Returning filling in including spreading levelling wtering and well ramming in layers not exc 25 CM hard/dense soil complete all as specified and directed by Engr-in-charge. | 60 | Cum | 200 ₹12,000 | 120 ₹7,200 Lowest |
| 8.00 | Removing excavated materials n exc 250 But n exc 500 m and depositing where directed at a level n exc1.5 m above the starting point complete all as specified and directed by Engr-in-charge. | 33 | Cum | 200 ₹6,600 Lowest | 300 ₹9,900 |
| 9.00 | 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 complete all as specified and directed by Engr-in-charge. | 75 | Sqm | 300 ₹22,500 Lowest | 350 ₹26,250 |
| 10.00 | Formwork to sides of pillars posts, struts,piers,columns and stanchoins in rough finished flat surfaces of concrete complete all as specified and directed by Engr-in-charge. | 65 | Sqm | 300 ₹19,500 Lowest | 400 ₹26,000 |
Tender Value
₹28.2 L
EMD Value
₹56,440
Closing Date
8 Aug 2026, 6:00 pmClosed
AGE(I) (U) B/R
AGE(I) (U) B/R DELHI CANTT-10
PROVISION OF PARKING SHEDS WITH CONNECTING RCC PATH AT DIPAC LOCATION, CVD COMPLEX, DELHI CANTT
2026_MES_777491_1
AGE(I)(U)B/R-TOKEN-07/2026-27
Open Tender
Civil Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
AGE(I) (U) B/R Delhi Cantt
₹56,440
Yes
23 Sept 2026
9 Jul 2026
10 Aug 2026
9 Jul 2026
8 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n exc 1.5m wide and n exc 1.5m deep for foundation etc or for shafts, wells,cespits manholes,pier holes,etc 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 by Engr-in-charge. | 90 | Cum | - | - |
| 2 | Excavation in trenches n exc 1.5m wide and nexc 1.5m but n exc 3.00m deep for foundation etc or for shafts, wells,cespits manholes,pier holes,etc 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 by Engr-in-charge. | 3 | Cum | - | - |
| 3 | M&L for cement concerte 1:4:8 type D2 (40mm stone aggregate) in foundation filling and mass concrete complete all as specified and directed by Engr-in-charge. | 20 | Cum | - | - |
| 4 | M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engr-in-charge. | 24 | Cum | - | - |
| 5 | M&L for reinforced ready cement concrete design mix M-30 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 and directed by Engr-in-charge. | 18 | Cum | - | - |
| 6 | M&L for reinforced ready cement concrete design mix M-30 (deign mIx) in Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed by Engr-in-charge. | 30 | Cum | - | - |
| 7 | Returning filling in including spreading levelling wtering and well ramming in layers not exc 25 CM hard/dense soil complete all as specified and directed by Engr-in-charge. | 62.25 | Cum | - | - |
| 8 | Removing excavated materials n exc 250 But n exc 500 m and depositing where directed at a level n exc1.5 m above the starting point complete all as specified and directed by Engr-in-charge. | 38.8 | Cum | - | - |
| 9 | 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 complete all as specified and directed by Engr-in-charge. | 75 | Sqm | - | - |
| 10 | Formwork to sides of pillars posts, struts,piers,columns and stanchoins in rough finished flat surfaces of concrete complete all as specified and directed by Engr-in-charge. | 65 | Sqm | - | - |
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