Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAccepted-AOC WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹46.2 L+₹4.8 L (11.5%)Rejected-Finance OFFICE NO 304 305 3RD FLOOR PLOT NO 1 USHA CHAMBERS L S C NEW RAJDHANI ENCLAVE DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | L2 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | G and G Infratech Private Limited L2 | imran construction company L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge. | 475 | Sqm | 30 ₹14,250 Lowest | 40 ₹19,000 |
| 2.00 | M&L for excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 278.9 | Cum | 200 ₹55,780 Lowest | 290 ₹80,881 |
| 3.00 | Returning, filling in. including spreading, leveling, watering and well ramming in layers n.exc 25cm in soft / loose soil complete all as specified and directed by Engineer-in-Charge. | 150.58 | Cum | 80 ₹12,046.4 Lowest | 90 ₹13,552.2 |
| 4.00 | Removing excavated material (soils) at a distance n.exc. 50 m where directed and depositing at a level n.exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. | 196.32 | Cum | 100 ₹19,632 | 90 ₹17,668.8 Lowest |
| 5.00 | M&L for sand filling under floors or in foundations, cushioning to interlocking pavers /tiles /UG cables including, leveling, watering and consolidation as required complete all as specified and directed by Engineer-in-Charge. | 64.02 | Cum | 1,600 ₹1,02,432 | 450 ₹28,809 Lowest |
| 6.00 | M&L for moorum /red bajri filling in floors or paving, laid in layers n.exc 15cm thick, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. | 120 | Cum | 2,000 ₹2,40,000 | 1,000 ₹1,20,000 Lowest |
| 7.00 | M&L for plain cement concrete (1:4:8) type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 13.45 | Cum | 5,000 ₹67,250 | 3,200 ₹43,040 Lowest |
| 8.00 | M&L for RCC M-30, Design Mix (using 20 mm graded crushed stone aggregate) as in foundation 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 Engineer-in-Charge. | 1.95 | Cum | 7,500 ₹14,625 Lowest | 11,500 ₹22,425 |
| 9.00 | M&L for RCC M-30, Design Mix (using 20 mm graded crushed stone aggregate) as in columns, pillars, posts and the like complete all as specified and directed by Engineer-in-Charge. | 7.42 | Cum | 7,500 ₹55,650 Lowest | 11,500 ₹85,330 |
| 10.00 | M&L for RCC M-30, Design Mix (using 20 mm graded crushed stone aggregate) as in chajjas, roof projections etc complete all as specified and directed by Engineer-in-Charge. | 5.43 | Cum | 7,500 ₹40,725 Lowest | 11,500 ₹62,445 |
Tender Value
₹43.1 L
EMD Value
₹86,280
Closing Date
6 Apr 2026, 6:00 pmClosed
GE (P) B/R Thal Sena Bhawan, Delhi Cantt
Garrison Engineer (P) B/R Thal Sena Bhawan, delhi Cantt-10
PROVN OF AMENITIES FOR DRIVERS AND VISITORS TO OFFICE COMPLEX ASTRIDE PARADE ROAD UNDER GE (P) BR THAL SENA BHAWAN DELHI CANTT
2026_MES_756595_1
8500/TSB/005/E8
Open Tender
Civil Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (P) B/R Thal Sena Bhawan Delhi Cantt
₹86,280
Yes
13 May 2026
17 Mar 2026
8 Apr 2026
17 Mar 2026
6 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge. | 475 | Sqm | - | - |
| 2 | M&L for excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 278.9 | Cum | - | - |
| 3 | Returning, filling in. including spreading, leveling, watering and well ramming in layers n.exc 25cm in soft / loose soil complete all as specified and directed by Engineer-in-Charge. | 150.58 | Cum | - | - |
| 4 | Removing excavated material (soils) at a distance n.exc. 50 m where directed and depositing at a level n.exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. | 196.32 | Cum | - | - |
| 5 | M&L for sand filling under floors or in foundations, cushioning to interlocking pavers /tiles /UG cables including, leveling, watering and consolidation as required complete all as specified and directed by Engineer-in-Charge. | 64.02 | Cum | - | - |
| 6 | M&L for moorum /red bajri filling in floors or paving, laid in layers n.exc 15cm thick, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. | 120 | Cum | - | - |
| 7 | M&L for plain cement concrete (1:4:8) type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 13.45 | Cum | - | - |
| 8 | M&L for RCC M-30, Design Mix (using 20 mm graded crushed stone aggregate) as in foundation 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 Engineer-in-Charge. | 1.95 | Cum | - | - |
| 9 | M&L for RCC M-30, Design Mix (using 20 mm graded crushed stone aggregate) as in columns, pillars, posts and the like complete all as specified and directed by Engineer-in-Charge. | 7.42 | Cum | - | - |
| 10 | M&L for RCC M-30, Design Mix (using 20 mm graded crushed stone aggregate) as in chajjas, roof projections etc complete all as specified and directed by Engineer-in-Charge. | 5.43 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.45 MB
TENDERDOCS.pdf
Tender Documents • 1.36 MB
BOQ_847504.xls
BOQ • 1.80 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .