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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | L1 | Accepted-AOC found lowest | |
| 2 | L2₹13.8 L+₹1.7 L (14.1%)Rejected-Finance 1 181 KAMATCHI AMMAN KOVIL STREET KANNAN COLONY CHINTHAMANI MADURAI 625009 | MADURAI | MADURAI | TAMIL NADU | 625009 | L2 | Rejected-Finance Not found lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Firm is not enlisted with a(i) category. |
| Sl No | Description | Qty | Unit | R K Builders L2 | Ms Narinder Kumar Sehgal L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation over area not exceeding 1.5m deep and getting out in soft loose of soil complete all as specified and directed. | 52 | Cum | 210 ₹10,920 | 175 ₹9,100 Lowest |
| 2.00 | Excavation over area depth exceeding 1.5 metre but not exceeding 3.0metre and getting out in soft loose of soil complete all as specified and directed. | 38.8 | Cum | 220 ₹8,536 | 198 ₹7,682.4 Lowest |
| 3.00 | Excavation over area depth exceeding 3.0 metre but not exceeding 4.50 metre and getting out in soft loose of soil complete all as specified and directed. | 1.2 | Cum | 235 ₹282 Lowest | 310 ₹372 |
| 4.00 | Returning filling in including spreading leveling watering and well ramming in layers not exceeding 25 cm each complete all as specified and directed. | 111.74 | Cum | 50 ₹5,587 | 45 ₹5,028.3 Lowest |
| 5.00 | Removing excavated material n.exc 150m and depositing where directed at a level nexc 1.5mtr above the starting point complete all as specified and directed. | 71.3 | Cum | 50 ₹3,565 Lowest | 60 ₹4,278 |
| 6.00 | Removing excavated material n.exc 250m and depositing where directed at a level nexc 1.5mtr above the starting point complete all as specified and directed. | 229.3 | Cum | 50 ₹11,465 Lowest | 65 ₹14,904.5 |
| 7.00 | M&L Cement concrete M-7.5 (Nominal mix), type D-2, 1:4:8, (using 40 mm graded crushed stone aggregates) in foundation filling and mass concrete, post holes etc complete all as specified and directed. | 3.9 | Cum | 2,150 ₹8,385 Lowest | 3,000 ₹11,700 |
| 8.00 | M&L Cement concrete M-10 (Nominal mix), type C-2, 1:3:6, (using 40 mm graded crushed stone aggregates) in foundation filling and mass concrete, post holes etc complete all as specified and directed. | 19.67 | Cum | 2,450 ₹48,191.5 Lowest | 2,800 ₹55,076 |
| 9.00 | M & L for precast reinforcement cement concrete 1:2:4 type B-1( using 20mm graded crushed stone aggregate), in cover slabs( for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar (1:6) including providing 5 Nos 20 mm dia perforations, complete all as specified and directed. (Reinforcement shall be measured and paid separately). | 0.24 | Cum | 5,200 ₹1,248 Lowest | 6,500 ₹1,560 |
| 10.00 | M & L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius with old size bricks built in cement mortar 1:4 and external pointed flush in same mortar as the work proceeds. complete all as specified and directed. | 145.37 | Cum | 5,200 ₹7,55,924 | 4,700 ₹6,83,239 Lowest |
Tender Value
₹13.6 L
EMD Value
₹27,120
Closing Date
13 Jun 2026, 6:00 pmClosed
Sachin R Barshetty
GE Basoli PO Lakhanpur Distt Kathua (JK) 184152
GE/BAS-02/2026-27 Provn of Rain water harvesting in Pocket B and Garch dwar at Madhopur under GE Basoli
2026_MES_767440_1
GE/BAS-02/2026-27
Open Tender
Civil Works
Item Rate
120 days
Madhopur station under GE Basoli
As per tender docs
8 documents required · 8 mandatory
₹500
GE Basoli
₹27,120
Yes
10 Jul 2026
23 May 2026
15 Jun 2026
23 May 2026
13 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area not exceeding 1.5m deep and getting out in soft loose of soil complete all as specified and directed. | 52 | Cum | - | - |
| 2 | Excavation over area depth exceeding 1.5 metre but not exceeding 3.0metre and getting out in soft loose of soil complete all as specified and directed. | 38.8 | Cum | - | - |
| 3 | Excavation over area depth exceeding 3.0 metre but not exceeding 4.50 metre and getting out in soft loose of soil complete all as specified and directed. | 1.2 | Cum | - | - |
| 4 | Returning filling in including spreading leveling watering and well ramming in layers not exceeding 25 cm each complete all as specified and directed. | 111.74 | Cum | - | - |
| 5 | Removing excavated material n.exc 150m and depositing where directed at a level nexc 1.5mtr above the starting point complete all as specified and directed. | 71.3 | Cum | - | - |
| 6 | Removing excavated material n.exc 250m and depositing where directed at a level nexc 1.5mtr above the starting point complete all as specified and directed. | 229.3 | Cum | - | - |
| 7 | M&L Cement concrete M-7.5 (Nominal mix), type D-2, 1:4:8, (using 40 mm graded crushed stone aggregates) in foundation filling and mass concrete, post holes etc complete all as specified and directed. | 3.9 | Cum | - | - |
| 8 | M&L Cement concrete M-10 (Nominal mix), type C-2, 1:3:6, (using 40 mm graded crushed stone aggregates) in foundation filling and mass concrete, post holes etc complete all as specified and directed. | 19.67 | Cum | - | - |
| 9 | M & L for precast reinforcement cement concrete 1:2:4 type B-1( using 20mm graded crushed stone aggregate), in cover slabs( for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar (1:6) including providing 5 Nos 20 mm dia perforations, complete all as specified and directed. (Reinforcement shall be measured and paid separately). | 0.24 | Cum | - | - |
| 10 | M & L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius with old size bricks built in cement mortar 1:4 and external pointed flush in same mortar as the work proceeds. complete all as specified and directed. | 145.37 | Cum | - | - |
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