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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.3 LAccepted-AOC | ₹55.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹56.5 LRejected-Finance | ₹56.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹56.7 LRejected-Finance | ₹56.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹65.1 LRejected-Finance | ₹65.1 L | L4 | Rejected-Finance L4 |
| 5 | L5₹65.3 LRejected-Finance FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹65.3 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MA AND SONS L5 | M/S AZAM KHAN CONTRACTOR L4 | Bhoomi Prakash Sharma L2 | M/S SUDHIR CHANDRA CONSTRUCTION AND SUPPLIER L7 | Gaurav Kumar Agarwal Contractor L6 | Mahesh Chandra Sharma L3 | R P SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation of Bridge etc. in ordinary soil excavation to be in the form of regular Pits and Earth Work in embankment to be in 20cm. layer including ramming and dressing the surface to the required levels and slopes. and also including 30 m lead and all lifts the earth from cutting to be used in making Canal Section or to be deposited in Spoil Bank as per direction of Engineer in charge in the section | 1,235 | CUM | 50 ₹61,750 | 85 ₹1.0 L | 50 ₹61,750 | 80 ₹98,800 | 80 ₹98,800 | 50 ₹61,750 | 75 ₹92,625 |
| 2.00 | Laying Cement concrete in M-10 1:3:6 including all costs of T&P material required for proper completion of work. | 22 | CUM | 5,000 ₹1.1 L | 4,600 ₹1.0 L | 4,500 ₹99,000 | 5,000 ₹1.1 L | 5,000 ₹1.1 L | 4,500 ₹99,000 | 4,000 ₹88,000 |
| 3.00 | Laying C.C. in M-15 1:2:4 in Road etc. including all costs of T&P material required for proper completion of work. | 175 | CUM | 5,800 ₹10.2 L | 5,560 ₹9.7 L | 5,500 ₹9.6 L | 6,700 ₹11.7 L | 5,600 ₹9.8 L | 5,500 ₹9.6 L | 4,100 ₹7.2 L |
| 4.00 | Laying R.C.C. in M-20 1:1.5:3 in Toe wall Transitions sleepers lining etc. including all costs of T&P material required for proper completion of work. | 43 | CUM | 6,800 ₹2.9 L | 6,400 ₹2.8 L | 6,500 ₹2.8 L | 6,800 ₹2.9 L | 6,800 ₹2.9 L | 6,500 ₹2.8 L | 4,800 ₹2.1 L |
| 5.00 | Laying R.C.C. in M-25 1:1:2 in Raft wall bridge, wearing Coat etc. including all costs of T&P material required for proper completion of work. | 212 | CUM | 8,100 ₹17.2 L | 6,800 ₹14.4 L | 6,900 ₹14.6 L | 8,000 ₹17.0 L | 7,695 ₹16.3 L | 7,000 ₹14.8 L | 5,200 ₹11.0 L |
| 6.00 | Centering and shuttering for C.C. works in peir abutment including cost of all labour and T&P etc. complete. | 83 | SQM | 350 ₹29,050 | 385 ₹31,955 | 300 ₹24,900 | 400 ₹33,200 | 400 ₹33,200 | 300 ₹24,900 | 310 ₹25,730 |
| 7.00 | Centering and shuttering for ordinary R.C.C. works including cost of all labour and T&P etc. complete. | 61 | SQM | 401 ₹24,461 | 382 ₹23,302 | 400 ₹24,400 | 500 ₹30,500 | 650 ₹39,650 | 400 ₹24,400 | 490 ₹29,890 |
| 8.00 | Centering and Shuttering for Special type of R.C.C. works including cost of all labour and T&P etc. complete. | 389 | SQM | 450 ₹1.8 L | 575 ₹2.2 L | 500 ₹1.9 L | 600 ₹2.3 L | 700 ₹2.7 L | 500 ₹1.9 L | 520 ₹2.0 L |
| 9.00 | Laying of reinforcement in R.C.C including Cutting, Bending, Binding and Placing etc. Including cost of all labour and T&P etc. Complete. | 33 | M.T. | 76,000 ₹25.1 L | 72,300 ₹23.9 L | 60,000 ₹19.8 L | 79,000 ₹26.1 L | 75,000 ₹24.8 L | 60,000 ₹19.8 L | 69,000 ₹22.8 L |
| 10.00 | S/L Settlement Joint with G.P./ Copper/Stainless Steel water stop including cost of all labour and T&P etc. Complete. | 12.2 | R.M. | 500 ₹6,100 | 12,000 ₹1.5 L | 7,000 ₹85,400 | 10,000 ₹1.2 L | 10,000 ₹1.2 L | 7,000 ₹85,400 | 8,000 ₹97,600 |
Tender Value
₹90 L
EMD Value
₹1.8 L
Closing Date
5 Feb 2026, 5:00 pmClosed
Suprintending Engineer
Office of the SE MGCCC MBD
Construction of V.R.B at Km 11.300 of Chandausi Branch.
2026_UPIDC_1110296_1
01/SE/2025-26
Open Tender
Civil Works - Bridges
120 days
Amroha
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
₹1.8 L
Yes
Moradabad
17 Apr 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
3 Feb 2026
Earth work in excavation in foundation of Bridge etc. in ordinary soil excavation to be in the form of regular Pits and Earth Work in embankment to be in 20cm. layer including ramming and dressing the surface to the required levels and slopes. and also including 30 m lead and all lifts the earth from cutting to be used in making Canal Section or to be deposited in Spoil Bank as per direction of Engineer in charge in the section
Laying Cement concrete in M-10 1:3:6 including all costs of T&P material required for proper completion of work.
Laying C.C. in M-15 1:2:4 in Road etc. including all costs of T&P material required for proper completion of work.
Laying R.C.C. in M-20 1:1.5:3 in Toe wall Transitions sleepers lining etc. including all costs of T&P material required for proper completion of work.
Laying R.C.C. in M-25 1:1:2 in Raft wall bridge, wearing Coat etc. including all costs of T&P material required for proper completion of work.
Centering and shuttering for C.C. works in peir abutment including cost of all labour and T&P etc. complete.
Centering and shuttering for ordinary R.C.C. works including cost of all labour and T&P etc. complete.
Centering and Shuttering for Special type of R.C.C. works including cost of all labour and T&P etc. complete.
Laying of reinforcement in R.C.C including Cutting, Bending, Binding and Placing etc. Including cost of all labour and T&P etc. Complete.
S/L Settlement Joint with G.P./ Copper/Stainless Steel water stop including cost of all labour and T&P etc. Complete.
S/F 60 cm. long 50 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete.
Providing & Fixing 225 mm wide water stop seal including cost of all labour and T&P etc. Complete.
Earth work in filling for Ramp lifting the level of roads upto the VRB levels including Cost of all labour and T&P etc. Complete.
Making wall & for stopping traffic in M- 100 B/W in 1:6 Cement mortar cost of all labour and T & P etc. Complete for diversion.
Dismantling of existing Road Including cost of all labor and T&P etc. Complete.
Making and fixing sign board at site of work. including cost of all labour and T&P etc. Complete.
S/Laying and consolidation of 150 mm thick stone ballast (40-63) including cost of material, all labour and T&P etc. Complete.
S/Laying and consolidation of 120mm thick stone ballast (22.4-53) including cost of material, all labour and T&P etc. Complete.
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