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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.9 Cr+₹22.1 L (13.0%)Rejected-Finance | ₹1.9 Cr+₹22.1 L (13.0%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹1.9 Cr+₹23.4 L (13.7%)Rejected-Finance | ₹1.9 Cr+₹23.4 L (13.7%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹2.0 Cr+₹29.3 L (17.2%)Rejected-Finance | ₹2.0 Cr+₹29.3 L (17.2%) | L4 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Panwar Construction Co. L3 | Surendra Engineers L1 | RAMESH SINGH ADHIKARI L4 | M/S PRASHANT DUBEY CONTRACTOR L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n exc 1.5 m deep and getting out in Hard/Dense soil complete all as specified and directed. | 2,278.56 | Cum | 150 ₹3,41,784 Lowest | 250 ₹5,69,640 | 300 ₹6,83,568 | 300 ₹6,83,568 |
| 2.00 | Excavation over areas, exc 1.5 m deep and n exc. 3.0 m deep and getting out in Hard/Dense soil complete all as specified and directed. | 1,171.92 | Cum | 250 ₹2,92,980 Lowest | 300 ₹3,51,576 | 450 ₹5,27,364 | 350 ₹4,10,172 |
| 3.00 | Excavation over areas, exc 3.0 m deep and n exc. 4.5 m deep and getting out in Hard/Dense soil complete all as specified and directed. | 442.02 | Cum | 280 ₹1,23,765.6 Lowest | 300 ₹1,32,606 | 800 ₹3,53,616 | 350 ₹1,54,707 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 1,286.92 | Cum | 150 ₹1,93,038 Lowest | 200 ₹2,57,384 | 150 ₹1,93,038 Lowest | 200 ₹2,57,384 |
| 5.00 | Removing excavated soil n exec. 50m and depositing where directed at a level n exc. 1.5 mavove the starting point complete all as specified and directed. | 2,605.58 | Cum | 185 ₹4,82,032.3 | 160 ₹4,16,892.8 | 150 ₹3,90,837 Lowest | 200 ₹5,21,116 |
| 6.00 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. | 96.08 | Cum | 5,000 ₹4,80,400 Lowest | 8,000 ₹7,68,640 | 8,000 ₹7,68,640 | 5,000 ₹4,80,400 Lowest |
| 7.00 | M&L for RCC M-30 design mix as in footing, foundation beams, plinth beams, bases of columns complete all as specified and directed. | 340.86 | Cum | 11,500 ₹39,19,890 | 10,500 ₹35,79,030 Lowest | 13,500 ₹46,01,610 | 11,800 ₹40,22,148 |
| 8.00 | M&L for RCC M-30 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses and making necessary weep holes complete all as specified and directed. | 424.03 | Cum | 11,500 ₹48,76,345 | 10,500 ₹44,52,315 Lowest | 13,500 ₹57,24,405 | 12,000 ₹50,88,360 |
| 9.00 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. | 137.76 | Sqm | 650 ₹89,544 | 400 ₹55,104 Lowest | 500 ₹68,880 | 450 ₹61,992 |
| 10.00 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. | 1,874.73 | Sqm | 700 ₹13,12,311 | 400 ₹7,49,892 | 250 ₹4,68,682.5 Lowest | 520 ₹9,74,859.6 |
Tender Value
₹2.2 Cr
EMD Value
₹3.0 L
Closing Date
4 May 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/EWS/182 OF 2025-2026 PROVN OF RETAINING WALL AT CERTAIN PLACES AT NEW MALARI UNDER GE 871 EWS.EWS
2026_MES_759265_1
89368/25-26/E8
Open Tender
Civil Works
Item Rate
365 days
MALARI
Class - B
9 documents required · 9 mandatory
₹2,000
GE 871 EWS
₹3.0 L
Yes
6 Jun 2026
6 Apr 2026
11 May 2026
6 Apr 2026
4 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas, n exc 1.5 m deep and getting out in Hard/Dense soil complete all as specified and directed. | - | Cum | - | - |
| 2 | Excavation over areas, exc 1.5 m deep and n exc. 3.0 m deep and getting out in Hard/Dense soil complete all as specified and directed. | - | Cum | - | - |
| 3 | Excavation over areas, exc 3.0 m deep and n exc. 4.5 m deep and getting out in Hard/Dense soil complete all as specified and directed. | - | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | - | Cum | - | - |
| 5 | Removing excavated soil n exec. 50m and depositing where directed at a level n exc. 1.5 mavove the starting point complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. | - | Cum | - | - |
| 7 | M&L for RCC M-30 design mix as in footing, foundation beams, plinth beams, bases of columns complete all as specified and directed. | - | Cum | - | - |
| 8 | M&L for RCC M-30 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses and making necessary weep holes complete all as specified and directed. | - | Cum | - | - |
| 9 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. | - | Sqm | - | - |
| 10 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. | - | Sqm | - | - |
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