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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.4 LAccepted-AOC | ₹39.4 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹43.0 L+₹3.6 L (9.13%)Rejected-Finance | ₹43.0 L+₹3.6 L (9.13%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹44.4 L+₹5.0 L (12.7%)Rejected-Finance | ₹44.4 L+₹5.0 L (12.7%) | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | divyarsh entrprise L1 | nirman construction L2 | SNEH TRADERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed. | 250 | CUBIC METER | 100 ₹25,000 | 180 ₹45,000 | 64 ₹16,000 Lowest |
| 2.00 | Excavating over areas,exc 1.5 m but n.exc 3.0 m deep and getting out in soft /loose soil complete all as specified and directed. | 150 | CUBIC METER | 125 ₹18,750 Lowest | 270 ₹40,500 | 154 ₹23,100 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. | 30 | CUBIC METER | 140 ₹4,200 Lowest | 300 ₹9,000 | 235 ₹7,050 |
| 4.00 | M&L Rough excavation not exceeding 1.5 m deep and getting out in soft & loose soil complete all as specified and directed. | 400 | CUBIC METER | 85 ₹34,000 Lowest | 180 ₹72,000 | 172 ₹68,800 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 780 | CUBIC METER | 65 ₹50,700 | 90 ₹70,200 | 64 ₹49,920 Lowest |
| 6.00 | Removing excavated material exc. 250m and not exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 50 | CUBIC METER | 55 ₹2,750 Lowest | 300 ₹15,000 | 100 ₹5,000 |
| 7.00 | M&L for Plain Cement concrete1:4:8 (type D-2) ( using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 20 | CUBIC METER | 3,650 ₹73,000 Lowest | 5,000 ₹1,00,000 | 4,420 ₹88,400 |
| 8.00 | M&L for RCC M-30 as in Foundations, including rafts, footings, foundation beams; slant beams; bases for columns, etc complete all as specified and directed. | 90 | CUBIC METER | 6,850 ₹6,16,500 Lowest | 7,500 ₹6,75,000 | 8,110 ₹7,29,900 |
| 9.00 | M&L for RCC M-30 Walls, Retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 75 | CUBIC METER | 7,100 ₹5,32,500 Lowest | 7,800 ₹5,85,000 | 8,308 ₹6,23,100 |
| 10.00 | M&L for 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 on flat surfaces complete all as specified and directed. | 180 | SQUARE METER | 215 ₹38,700 Lowest | 450 ₹81,000 | 370 ₹66,600 |
Tender Value
₹43.4 L
EMD Value
₹87,000
Closing Date
13 Aug 2026, 6:00 pmClosed
GE (I) (CG) Gandhinagar
GE (I) (CG) Gandhinagar, G-252, Sector-09, Gandhinagar-382007
PROVISION OF BREAST WALL AT BACK SIDE OF DSC COOK HOUSE AT LEKHAWADA OF ICGS GANDHINAGAR UNDER GE (I) (CG) GANDHINAGAR
2026_MES_778676_1
8223/E8
Open Tender
Civil Works
Item Rate
180 days
ICGS Gandhinagar
As per NIT
7 documents required · 7 mandatory
₹500
GE (I) CG Gandhinagar
₹87,000
Yes
19 Sept 2026
15 Jul 2026
15 Aug 2026
15 Jul 2026
13 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed. | 250 | CUBIC METER | - | - |
| 2 | Excavating over areas,exc 1.5 m but n.exc 3.0 m deep and getting out in soft /loose soil complete all as specified and directed. | 150 | CUBIC METER | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. | 30 | CUBIC METER | - | - |
| 4 | M&L Rough excavation not exceeding 1.5 m deep and getting out in soft & loose soil complete all as specified and directed. | 400 | CUBIC METER | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 780 | CUBIC METER | - | - |
| 6 | Removing excavated material exc. 250m and not exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 50 | CUBIC METER | - | - |
| 7 | M&L for Plain Cement concrete1:4:8 (type D-2) ( using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 20 | CUBIC METER | - | - |
| 8 | M&L for RCC M-30 as in Foundations, including rafts, footings, foundation beams; slant beams; bases for columns, etc complete all as specified and directed. | 90 | CUBIC METER | - | - |
| 9 | M&L for RCC M-30 Walls, Retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 75 | CUBIC METER | - | - |
| 10 | M&L for 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 on flat surfaces complete all as specified and directed. | 180 | SQUARE METER | - | - |
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