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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAdmitted-Finance | ₹36.9 L | L1 | Admitted-Finance |
| 2 | L2₹38.2 L+₹1.3 L (3.43%)Admitted-Finance C 27 MODERN NURSERY GARDEN BARRIER NO 02 DHAURERA MAFI IZZATNAGAR BAREILLY 243122 UP | BAREILLY | BAREILLY | UTTAR PRADESH | 243122 | ₹38.2 L+₹1.3 L (3.43%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AJAY BUILDCON ENGINEERS AND CONTRACTORS L2 | REHAN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Excavating in Trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation etc or for shafts,wells, cesspits, manholes etc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 113 | Cum | 383.7 ₹43,358.1 Lowest | 450 ₹50,850 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soil complete all as specified and as directed. | 75 | Cum | 60 ₹4,500 Lowest | 100 ₹7,500 |
| 3.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed n. exc 1.50 M above the starting point in soil complete all as specified and as directed. | 62.6 | Cum | 100 ₹6,260 | 90 ₹5,634 Lowest |
| 4.00 | M&L for PCC bed (1:4:8) type D-2 (40 mm stone agg) Cement concrete in in foundations, filling and mass concrete etc all as directed by Engr-in-Charge | 4.5 | Cum | 5,483.1 ₹24,673.95 | 4,000 ₹18,000 Lowest |
| 5.00 | M&L for Reinforced Cement Concrete (Design Mix M-25) (using 20mm graded aggregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed | 23 | Cum | 7,640.6 ₹1,75,733.8 | 7,500 ₹1,72,500 Lowest |
| 6.00 | 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 | 115 | Sqm | 316.72 ₹36,422.8 | 300 ₹34,500 Lowest |
| 7.00 | M&L for Reinforced Cement Concrete (Design Mix M-25) (using 20mm graded aggregate Columns, pillars, piers, posts and strutscomplete all as specified and directed | 9 | Cum | 8,650.2 ₹77,851.8 | 7,500 ₹67,500 Lowest |
| 8.00 | Formwork to sides of pillars, posts, struts, piers, columns with fair finished surfaces and stanchions complete all as specified and directed | 105 | Sqm | 598.08 ₹62,798.4 | 425 ₹44,625 Lowest |
| 9.00 | M&L for Reinforced Cement Concrete (Design Mix M-25) (using 20mm graded aggregate Beams, cantilevers, bressummers, lintels over 1.5m spancomplete all as specified and directed | 13 | Cum | 8,144.2 ₹1,05,874.6 | 7,500 ₹97,500 Lowest |
| 10.00 | Formwork to sides and soffits of floor or roof beams, beam haunch?ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed | 85 | Sqm | 462.8 ₹39,338 | 425 ₹36,125 Lowest |
Tender Value
₹38.7 L
EMD Value
₹77,340
Closing Date
14 Aug 2026, 6:00 pmClosed
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO.CWE BLY/GE (W)/53 OF 2026- 2027PROVN OF GUARD ROOM WITH ALLIED FACILITIES AND CONNECTED SERVICES AT JLA UNDER GE (WEST) BAREILLY
2026_MES_779258_1
8100/B/963/E8
Open Tender
Civil Works
Item Rate
180 days
Bareilly
As per NIT
6 documents required · 6 mandatory
₹500
GE (West) Bareilly
₹77,340
Yes
24 Aug 2026
17 Jul 2026
21 Aug 2026
17 Jul 2026
14 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in Trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation etc or for shafts,wells, cesspits, manholes etc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 113 | Cum | -1 | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soil complete all as specified and as directed. | 75 | Cum | -1 | - |
| 3 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed n. exc 1.50 M above the starting point in soil complete all as specified and as directed. | 62.6 | Cum | -1 | - |
| 4 | M&L for PCC bed (1:4:8) type D-2 (40 mm stone agg) Cement concrete in in foundations, filling and mass concrete etc all as directed by Engr-in-Charge | 4.5 | Cum | -1 | - |
| 5 | M&L for Reinforced Cement Concrete (Design Mix M-25) (using 20mm graded aggregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed | 23 | Cum | -1 | - |
| 6 | 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 | 115 | Sqm | -1 | - |
| 7 | M&L for Reinforced Cement Concrete (Design Mix M-25) (using 20mm graded aggregate Columns, pillars, piers, posts and strutscomplete all as specified and directed | 9 | Cum | -1 | - |
| 8 | Formwork to sides of pillars, posts, struts, piers, columns with fair finished surfaces and stanchions complete all as specified and directed | 105 | Sqm | -1 | - |
| 9 | M&L for Reinforced Cement Concrete (Design Mix M-25) (using 20mm graded aggregate Beams, cantilevers, bressummers, lintels over 1.5m spancomplete all as specified and directed | 13 | Cum | -1 | - |
| 10 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed | 85 | Sqm | -1 | - |
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