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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.1 LAccepted-AOC A 31 RAJENDRA NAGAR BAREILLY UP 243122 | BAREILLY | BAREILLY | UP | 243122 | ₹32.1 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹35.3 LRejected-Finance | ₹35.3 L | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹38.4 LRejected-Finance 695 NEAR ANJALI CLINIC SHIV PALACE SHANTI VIHAR BADAUN ROAD SUBHASH NAGAR BAREILLY 243001 UP | BAREILLY | BAREILLY | UP | 243001 | ₹38.4 L | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹39.9 LRejected-Finance | ₹39.9 L | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹41.2 LRejected-Finance 578 AVAS VIKAS JANAKPURI B IZATNAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | ₹41.2 L | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S Shree Sai Builders L6 | UTTRAKHAND BUILDERS L5 | M/s J P Bhatia L1 | REHAN CONSTRUCTIONS L4 | S.S.ENTERPRISES L2 | SURYA CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exc 15 cm deep in soft and loose soil including cleaning away all grass vegetation, saplings, shurbs, bush wood, under growth roots ,trees not exc 30 cms girth complete all as specified and directed. | 2,029 | Sqm | 100 ₹2.0 L | 33 ₹66,957 | 12 ₹24,348 | 45 ₹91,305 | 11 ₹22,319 | 15 ₹30,435 |
| 2.00 | Removing surplus excavated material to a distance not exc 250 Mtrs and n exc 500 mtr depositing where directed at a level n. exc 1.5 mtr above the starting point complete all as specified and directed. | 101.45 | Cum | 100 ₹10,145 | 35 ₹3,550.75 | 50 ₹5,072.50 | 80 ₹8,116 | 50 ₹5,072.50 | 200 ₹20,290 |
| 3.00 | M&L for hard core of broken stone or boulders of gauge not exc 63mm deposited, spread & levelled in layers not exc 15cm thick, including watering and ramming to a true surface complete all as specified and directed. | 304.35 | Cum | 2,000 ₹6.1 L | 2,900 ₹8.8 L | 1,500 ₹4.6 L | 2,400 ₹7.3 L | 1,000 ₹3.0 L | 1,500 ₹4.6 L |
| 4.00 | M&L for 75 mm thick cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring complete all as specified and directed. | 2,029 | Sqm | 300 ₹6.1 L | 285 ₹5.8 L | 250 ₹5.1 L | 200 ₹4.1 L | 301 ₹6.1 L | 150 ₹3.0 L |
| 5.00 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 50.73 | Cum | 600 ₹30,438 | 650 ₹32,974.50 | 900 ₹45,657 | 800 ₹40,584 | 1,002 ₹50,831.46 | 1,800 ₹91,314 |
| 6.00 | M&L for glazed, machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, joint with grey cement and pigment complete all as specified and directed. | 2,029 | Sqm | 900 ₹18.3 L | 817 ₹16.6 L | 670 ₹13.6 L | 850 ₹17.2 L | 840.55 ₹17.1 L | 1,050 ₹21.3 L |
| 7.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete all as specified and directed. | 90 | Cum | 10,000 ₹9 L | 9,950 ₹9.0 L | 9,000 ₹8.1 L | 11,000 ₹9.9 L | 9,200 ₹8.3 L | 9,000 ₹8.1 L |
Updated dates
Tender Value
₹43.6 L
EMD Value
₹87,300
Closing Date
13 Jan 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)/114 OF 2025- 2026PROVN OF FOOTHPATH ALONG THE ROAD SIDE FROM JAT ANNEXE TO T-65 CROSS ROAD UNDER GE (WEST) BAREILLY
2025_MES_745244_1
8100/B/913/E8
Open Tender
Civil Works
180 days
GE (West) Bareilly
As per NIT
7 documents required · 7 mandatory
₹500
GE(West) Bareilly
₹87,300
Yes
7 Apr 2026
19 Dec 2025
20 Jan 2026
19 Dec 2025
13 Jan 2026
6 Jan 2026
Surface dressing not exc 15 cm deep in soft and loose soil including cleaning away all grass vegetation, saplings, shurbs, bush wood, under growth roots ,trees not exc 30 cms girth complete all as specified and directed.
Removing surplus excavated material to a distance not exc 250 Mtrs and n exc 500 mtr depositing where directed at a level n. exc 1.5 mtr above the starting point complete all as specified and directed.
M&L for hard core of broken stone or boulders of gauge not exc 63mm deposited, spread & levelled in layers not exc 15cm thick, including watering and ramming to a true surface complete all as specified and directed.
M&L for 75 mm thick cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, joint with grey cement and pigment complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete all as specified and directed.
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