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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | ₹40.0 L Quoted ₹42.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹44.7 L+₹2.4 L (5.76%)Rejected-Finance | ₹44.7 L+₹2.4 L (5.76%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical No remark in WLR, hence bid rejected |
| Sl No | Description | Qty | Unit | Parveen Builders L2 | Balaji Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n exc 1.5 m deep and getting out, in any type of soil complete all as specified and directed. | 92 | Cubic Metre | 150 ₹13,800 Lowest | 200 ₹18,400 |
| 2.00 | Excavation over areas, exc 1.5m but n exc 3.0 m deep and getting out, in any type of soil complete all as specified and directed. | 92 | Cubic Metre | 150 ₹13,800 Lowest | 250 ₹23,000 |
| 3.00 | Excavation over areas, exc 3.0 m but n. exc 4.50m deep and getting out, in any type of soil complete all as specified and directed. | 8 | Cubic Metre | 160 ₹1,280 Lowest | 300 ₹2,400 |
| 4.00 | 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 sq m on plan and n exc 1.5 m in depth and getting out and getting out in hard and dense soil complete all as specified and directed. | 648 | Cubic Metre | 100 ₹64,800 Lowest | 250 ₹1,62,000 |
| 5.00 | Excavating in trenches, exc 1.5 m and n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 3.0 m in depth and getting out and getting out in any type of soil complete all as specified and directed. | 52 | Cubic Metre | 100 ₹5,200 Lowest | 250 ₹13,000 |
| 6.00 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed/broken stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed. | 68 | Cubic Metre | 3,000 ₹2,04,000 | 2,800 ₹1,90,400 Lowest |
| 7.00 | Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed/broken stone aggregate as in surface channels and drains, complete all as specified and directed. | 3.61 | Cubic Metre | 6,000 ₹21,660 | 5,500 ₹19,855 Lowest |
| 8.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm depth , complete all as specified and directed. | 564 | Cubic Metre | 50 ₹28,200 Lowest | 50 ₹28,200 Lowest |
| 9.00 | Removal of excavated material to distance exceeding 500 metre but n.exc 1.5 Km and depositing where directed at a level not exceeding 1.5 metre above the starting point , complete all as specified and directed. | 320 | Cubic Metre | 200 ₹64,000 | 100 ₹32,000 Lowest |
| 10.00 | Moorum /red bajri filling as in sub base for floors or pavings, laid in layers n.exc. 15cm thick, spreading, leveling and ramming including watering complete all as specified and directed. | 32 | Cubic Metre | 1,200 ₹38,400 Lowest | 1,500 ₹48,000 |
Tender Value
₹38.7 L
EMD Value
₹77,440
Closing Date
20 Jul 2026, 6:00 pmClosed
Garrison Engineer
Garrison Engineer Chandimandir panchkula Haryana 134107
GE/CHM-46/2026-2027 PROVN OF RAIN WATER HARVESTING FACILITY IN SECTOR D1, D4, F1 AND F2 UNDER AGE B/R I AT CHANDIMANDIR
2026_MES_773090_1
GE/cHM-46/2026-2027
Open Tender
Civil Works
Item Rate
180 days
Chandimandir
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Garrison Engineer
₹77,440
Yes
28 Aug 2026
18 Jun 2026
22 Jul 2026
18 Jun 2026
20 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas, n exc 1.5 m deep and getting out, in any type of soil complete all as specified and directed. | 92 | Cubic Metre | - | - |
| 2 | Excavation over areas, exc 1.5m but n exc 3.0 m deep and getting out, in any type of soil complete all as specified and directed. | 92 | Cubic Metre | - | - |
| 3 | Excavation over areas, exc 3.0 m but n. exc 4.50m deep and getting out, in any type of soil complete all as specified and directed. | 8 | Cubic Metre | - | - |
| 4 | 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 sq m on plan and n exc 1.5 m in depth and getting out and getting out in hard and dense soil complete all as specified and directed. | 648 | Cubic Metre | - | - |
| 5 | Excavating in trenches, exc 1.5 m and n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 3.0 m in depth and getting out and getting out in any type of soil complete all as specified and directed. | 52 | Cubic Metre | - | - |
| 6 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed/broken stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed. | 68 | Cubic Metre | - | - |
| 7 | Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed/broken stone aggregate as in surface channels and drains, complete all as specified and directed. | 3.61 | Cubic Metre | - | - |
| 8 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm depth , complete all as specified and directed. | 564 | Cubic Metre | - | - |
| 9 | Removal of excavated material to distance exceeding 500 metre but n.exc 1.5 Km and depositing where directed at a level not exceeding 1.5 metre above the starting point , complete all as specified and directed. | 320 | Cubic Metre | - | - |
| 10 | Moorum /red bajri filling as in sub base for floors or pavings, laid in layers n.exc. 15cm thick, spreading, leveling and ramming including watering complete all as specified and directed. | 32 | Cubic Metre | - | - |
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