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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-Finance 0 AJAY KUMAR 85 HASTAM HASTAM BANDA UTTAR PRADESH 210001 HASTAM BANDA UTTAR PRADESH 210001 UDYAM UP 13 0007628 | BANDA | UTTAR PRADESH | 210001 | L1 | Accepted-Finance Agreement With L1 | |
| 2 | L2₹22.5 L+₹1.2 L (5.52%)Rejected-Finance | L2 | Rejected-Finance Agreement With L1 | |
| 3 | L3₹22.8 L+₹1.4 L (6.51%)Rejected-Finance | L3 | Rejected-Finance Agreement With L1 | |
| 4 | L4₹22.9 L+₹1.6 L (7.42%)Rejected-Finance | L4 | Rejected-Finance Agreement With L1 | |
| 5 | L5₹23.5 L+₹2.2 L (10.2%)Rejected-Finance GRAM ALIPUR MORNA TEHSIL MAWANA DISTRICT MEERUT UTTAR PRADESH 245001 | 245001 | L5 | Rejected-Finance Agreement With L1 |
| Sl No | Description | Qty | Unit | ARTIST BRO L6 | MITTAL BROTHERS L4 | NARESH KUMAR L5 | M/S Harish Kumar Contractor L8 | M/S KUNJ BEHARI LAL CONTRACTOR L7 | M/s Ajay Kumar Contractor L1 | DEV CONSTRUCTION L3 | VK CONSTRUCTION L10 | M/S SHREE JEE CONSTRUCTIONS L2 | Akash Contractor L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling brick work or stone work and cement concrete in cement mortar and including stacking of material as per direction of Engineer-in-charge | 6.6 | M3 | 500 ₹3,298 | 500 ₹3,298 | 300 ₹1,978.8 | 437.45 ₹2,885.43 | 431.49 ₹2,846.13 | 450 ₹2,968.2 | 498.1 ₹3,285.47 | 505 ₹3,330.98 | 100 ₹659.6 Lowest | 493 ₹3,251.83 |
| 2.00 | Earth work in foundation in dry ordinary soil i/c all lift & lead and i/c back filling ,watering & ramming of exavated earth in to tranch or in to the space between the structure & the side of foundation tranches or in to the plinth with removal & disposal or surplus earth as dircted by Engg.-in-Charge. | 174.18 | M3 | 70 ₹12,192.74 | 100 ₹17,418.2 | 30 ₹5,225.46 | 84.45 ₹14,709.67 | 83.3 ₹14,509.36 | 9 ₹1,567.64 Lowest | 80.1 ₹13,951.98 | 99 ₹17,244.02 | 20 ₹3,483.64 | 96 ₹16,721.47 |
| 3.00 | Providing and laying C.C. (A-20 M15) (1:2:4) including all cost of materials, labour and T&P etc complete. | 26.33 | M3 | 5,500 ₹1,44,815 | 5,300 ₹1,39,549 | 6,100 ₹1,60,613 | 5,257.86 ₹1,38,439.37 | 5,263.41 ₹1,38,585.6 | 5,400 ₹1,42,182 | 5,061.21 ₹1,33,261.66 | 6,290 ₹1,65,615.7 | 4,500 ₹1,18,485 Lowest | 5,977 ₹1,57,374.41 |
| 4.00 | Providing and laying C.C. (A-20 M20) (1:1.5:3) including all cost of materials, labour and T&P etc complete. | 40.17 | M3 | 6,500 ₹2,61,092 | 6,500 ₹2,61,092 | 7,400 ₹2,97,243.2 | 6,272.95 ₹2,51,971.69 | 6,265.22 ₹2,51,661.27 | 7,200 ₹2,89,209.6 | 6,024.53 ₹2,41,993.32 Lowest | 7,480 ₹3,00,456.64 | 7,000 ₹2,81,176 | 7,120 ₹2,85,996.16 |
| 5.00 | Providing and laying R.C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 93.94 | M3 | 7,000 ₹6,57,559 | 7,500 ₹7,04,527.5 | 8,200 ₹7,70,283.4 | 7,073.53 ₹6,64,466.38 | 7,054.33 ₹6,62,662.33 | 7,200 ₹6,76,346.4 | 6,783.33 ₹6,37,205.67 Lowest | 8,440 ₹7,92,828.28 | 8,000 ₹7,51,496 | 8,020 ₹7,53,374.74 |
| 6.00 | Providing and laying C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 3.04 | M3 | 7,000 ₹21,287 | 7,500 ₹22,807.5 | 7,400 ₹22,503.4 | 6,528.83 ₹19,854.17 | 6,517.04 ₹19,818.33 | 7,200 ₹21,895.2 | 6,266.69 ₹19,057 Lowest | 7,780 ₹23,658.98 | 7,500 ₹22,807.5 | 7,408 ₹22,527.73 |
| 7.00 | Shuttering for R.C.C. work - For Bridge Slabs up to 3M span. | 50.52 | M2 | 650 ₹32,837.35 | 600 ₹30,311.4 | 450 ₹22,733.55 | 726.27 ₹36,690.43 | 716.38 ₹36,190.8 | 180 ₹9,093.42 Lowest | 688.86 ₹34,800.52 | 859 ₹43,395.82 | 500 ₹25,259.5 | 817 ₹41,274.02 |
| 8.00 | Shuttering for R.C.C. work - T-beam bridge, syphon,aqueduct & box culvert above 3M span | 275.63 | M2 | 650 ₹1,79,162.75 | 600 ₹1,65,381 | 790 ₹2,17,751.65 | 971.18 ₹2,67,689.82 | 957.95 ₹2,64,044.55 | 180 ₹49,614.3 Lowest | 921.15 ₹2,53,901.18 | 1,145 ₹3,15,602.08 | 800 ₹2,20,508 | 1,093 ₹3,01,269.05 |
| 9.00 | Supplying and laying TMT Steel bar (Of SAIL/TATA TISCON MAKE.) reinforcement (Fe-550D) including removal of rust, cutting, bending, binding, placement with proper overlapping, providing chairs etc. required.The item includes cost of all material, labour charges, providing & binding with 24 BWG binding wire, T&P, taxes etc. required for proper completion of the required work. | 8.66 | M.T. | 75,000 ₹6,49,350 | 82,500 ₹7,14,285 | 72,100 ₹6,24,241.8 | 62,987.88 ₹5,45,349.04 | 62,155.21 ₹5,38,139.82 | 99,000 ₹8,57,142 | 59,767.49 ₹5,17,466.93 Lowest | 74,606 ₹6,45,938.75 | 80,000 ₹6,92,640 | 70,880 ₹6,13,679.04 |
| 10.00 | S/F 110 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge. | 11 | R.M. | 100 ₹1,100 Lowest | 100 ₹1,100 Lowest | 250 ₹2,750 | 236.46 ₹2,601.06 | 233.24 ₹2,565.64 | 450 ₹4,950 | 224.28 ₹2,467.08 | 275 ₹3,025 | 200 ₹2,200 | 267 ₹2,937 |
Tender Value
₹28.4 L
EMD Value
₹56,800
Closing Date
25 Aug 2026, 11:00 amClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER ANOOPSHAHAR BRANCH DIVISION GANGA CANAL MEERUT
TN-05/EE/2026-27 Reconstruction work of the damaged bridge located at Km 35.765 of Upper Parikshitgarh Rajbaha.Lot No-04
2026_UPIDC_1176988_4
TN-05/EE/2026-27
Open Tender
Civil Works
Piece-work
90 days
As Per NIT
As per NIT and TD
3 documents required · 3 mandatory
₹944
₹56,800
25 Sept 2026
14 Aug 2026
25 Aug 2026
14 Aug 2026
25 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling brick work or stone work and cement concrete in cement mortar and including stacking of material as per direction of Engineer-in-charge | - | M3 | - | - |
| 2 | Earth work in foundation in dry ordinary soil i/c all lift & lead and i/c back filling ,watering & ramming of exavated earth in to tranch or in to the space between the structure & the side of foundation tranches or in to the plinth with removal & disposal or surplus earth as dircted by Engg.-in-Charge. | 0.8 | M3 | - | - |
| 3 | Providing and laying C.C. (A-20 M15) (1:2:4) including all cost of materials, labour and T&P etc complete. | 1 | M3 | - | - |
| 4 | Providing and laying C.C. (A-20 M20) (1:1.5:3) including all cost of materials, labour and T&P etc complete. | 1 | M3 | - | - |
| 5 | Providing and laying R.C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 0.8 | M3 | - | - |
| 6 | Providing and laying C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 1 | M3 | - | - |
| 7 | Shuttering for R.C.C. work - For Bridge Slabs up to 3M span. | 1 | M2 | - | - |
| 8 | Shuttering for R.C.C. work - T-beam bridge, syphon,aqueduct & box culvert above 3M span | 1 | M2 | - | - |
| 9 | Supplying and laying TMT Steel bar (Of SAIL/TATA TISCON MAKE.) reinforcement (Fe-550D) including removal of rust, cutting, bending, binding, placement with proper overlapping, providing chairs etc. required.The item includes cost of all material, labour charges, providing & binding with 24 BWG binding wire, T&P, taxes etc. required for proper completion of the required work. | 1 | M.T. | - | - |
| 10 | S/F 110 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge. | - | R.M. | - | - |
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