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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.0 LAccepted-AOC | ₹35.0 L | 1 | Accepted-AOC Awarded |
| 2 | 2₹40.9 L+₹5.9 L (17.0%)Rejected-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 | BARODA | VADODARA | GUJARAT | 390019 | ₹40.9 L+₹5.9 L (17.0%) | 2 | Rejected-Finance Other than L1 |
| 3 | 3₹41.8 L+₹6.8 L (19.5%)Rejected-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | ₹41.8 L+₹6.8 L (19.5%) | 3 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | aditya construction L2 | om enterprises L3 | KRISHNA SAI ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in Hard/dense soil. | 124.4 | Sqm | 100 ₹12,440 | 150 ₹18,660 | 80 ₹9,952 Lowest |
| 2.00 | Excavating in Over areas n exc 1.5 in depth and getting out hard / dence soil complete all as specified and directed. | 32 | Cum | 450 ₹14,400 | 500 ₹16,000 | 400 ₹12,800 Lowest |
| 3.00 | Excavating in Over areas exc 1.5 m but n exc 3 m in depth and getting out hard rock complete all as specified and directed. | 20 | Cum | 500 ₹10,000 Lowest | 550 ₹11,000 | 1,800 ₹36,000 |
| 4.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of pipes 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 hard/dense soil complete all as specified & directed. | 36 | Cum | 400 ₹14,400 | 425 ₹15,300 | 200 ₹7,200 Lowest |
| 5.00 | Returning, filling in, trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed. | 41.8 | Cum | 200 ₹8,360 | 405 ₹16,929 | 120 ₹5,016 Lowest |
| 6.00 | M&L for Sand filling under interlocking tiles or in foundations including watering and consolidation complete all as specified & directed by Engr-in-charge. | 1.14 | Cum | 2,000 ₹2,280 | 1,800 ₹2,052 Lowest | 2,300 ₹2,622 |
| 7.00 | Removing excavated material not exc.50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed | 46.2 | Cum | 200 ₹9,240 | 195 ₹9,009 Lowest | 200 ₹9,240 |
| 8.00 | M& L for Broken stone or boulders Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed. | 40 | Cum | 4,500 ₹1,80,000 | 4,400 ₹1,76,000 | 3,500 ₹1,40,000 Lowest |
| 9.00 | M & L for hard core of gauge not exc. 63mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 42.8 | Cum | 4,500 ₹1,92,600 | 4,600 ₹1,96,880 | 1,800 ₹77,040 Lowest |
| 10.00 | M&L for Cement concrete type D-2 1:4:8 (40mm graded aggregate) in foundations, filling,sub base and mass concrete complete all as specified & directed by Engr-in-charge. | 9 | Cum | 6,000 ₹54,000 | 6,500 ₹58,500 | 5,000 ₹45,000 Lowest |
Tender Value
₹37.7 L
EMD Value
₹75,400
Closing Date
25 Jun 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH PIN 262520
CA NO. CWE/HILLS/RKT/44 OF 2026-2027 PROVN OF 10000 GALLON WATER TANK OF STEEL STRUCTURE FOR C COMP SIG REGT AT MIL STN KAUSANI UNDER GE RANIKHET
2026_MES_769899_1
89436/26-27/e8
Open Tender
Civil Works
Item Rate
180 days
RANIKHET UTTARAKHAND
As per tender documents
9 documents required · 9 mandatory
₹500
GE RANIKHET
₹75,400
Yes
11 Aug 2026
4 Jun 2026
2 Jul 2026
4 Jun 2026
25 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in Hard/dense soil. | 124.4 | Sqm | - | - |
| 2 | Excavating in Over areas n exc 1.5 in depth and getting out hard / dence soil complete all as specified and directed. | 32 | Cum | - | - |
| 3 | Excavating in Over areas exc 1.5 m but n exc 3 m in depth and getting out hard rock complete all as specified and directed. | 20 | Cum | - | - |
| 4 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of pipes 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 hard/dense soil complete all as specified & directed. | 36 | Cum | - | - |
| 5 | Returning, filling in, trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for Sand filling under interlocking tiles or in foundations including watering and consolidation complete all as specified & directed by Engr-in-charge. | 1.14 | Cum | - | - |
| 7 | Removing excavated material not exc.50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed | 46.2 | Cum | - | - |
| 8 | M& L for Broken stone or boulders Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed. | 40 | Cum | - | - |
| 9 | M & L for hard core of gauge not exc. 63mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 42.8 | Cum | - | - |
| 10 | M&L for Cement concrete type D-2 1:4:8 (40mm graded aggregate) in foundations, filling,sub base and mass concrete complete all as specified & directed by Engr-in-charge. | 9 | Cum | - | - |
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