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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.1 LAccepted-AOC | ₹47.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹49.8 L+₹2.7 L (5.82%)Rejected-Finance 194 1 MATA WALA BAGH PURANI TEHSIL ROORKEE HARIDWAR UTTARAKHAND 247667 | HARIDWAR | UTTARAKHAND | 247667 | ₹49.8 L+₹2.7 L (5.82%) | L2 | Rejected-Finance Higher than L1 |
| 3 | L3₹50.5 L+₹3.5 L (7.33%)Rejected-Finance | ₹50.5 L+₹3.5 L (7.33%) | L3 | Rejected-Finance Higher than L1 |
| 4 | L4₹64.2 L+₹17.1 L (36.4%)Rejected-Finance | ₹64.2 L+₹17.1 L (36.4%) | L4 | Rejected-Finance Higher than L1 |
| Sl No | Description | Qty | Unit | M/S AZAM KHAN CONTRACTOR L3 | M/S SHAMBHVI MAHAKAL CONSTRUCTION L4 | Gaurav Kumar Agarwal Contractor L2 | M/S SUDHIR CHANDRA CONSTRUCTION AND SUPPLIER 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 | 1,235.68 | CUM | 45 ₹55,605.6 Lowest | 112.78 ₹1,39,353.81 | 50 ₹61,784 | 50 ₹61,784 |
| 2.00 | Laying Cement concrete in M-10 1:3:6 including all costs of T&P material required for proper completion of work. | 51.6 | CUM | 4,175 ₹2,15,430 | 5,118.25 ₹2,64,101.7 | 3,929.5 ₹2,02,762.2 | 3,800 ₹1,96,080 Lowest |
| 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. | 14.56 | CUM | 5,125 ₹74,620 | 5,291.75 ₹77,047.88 | 2,000 ₹29,120 Lowest | 4,900 ₹71,344 |
| 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. | 57.75 | CUM | 5,153 ₹2,97,585.75 Lowest | 6,246 ₹3,60,706.5 | 5,500 ₹3,17,625 | 5,500 ₹3,17,625 |
| 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. | 228.84 | CUM | 5,320 ₹12,17,428.8 | 6,940 ₹15,88,149.6 | 6,300 ₹14,41,692 | 5,000 ₹11,44,200 Lowest |
| 6.00 | Centering and shuttering for C.C. works in peir abutment including cost of all labour and T&P etc. complete. | 102.96 | SQM | 385 ₹39,639.6 | 433.75 ₹44,658.9 | 100 ₹10,296 Lowest | 300 ₹30,888 |
| 7.00 | Centering and shuttering for ordinary R.C.C. works including cost of all labour and T&P etc. complete. | 65.38 | SQM | 382 ₹24,975.16 | 713.09 ₹46,621.5 | 200 ₹13,076 Lowest | 400 ₹26,152 |
| 8.00 | Centering and Shuttering for Special type of R.C.C. works including cost of all labour and T&P etc. complete. | 369.03 | SQM | 380 ₹1,40,231.4 | 876.18 ₹3,23,334.86 | 100 ₹36,903 Lowest | 500 ₹1,84,515 |
| 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. | 31.17 | M.T. | 65,000 ₹20,26,050 | 65,930 ₹20,55,038.1 | 60,000 ₹18,70,200 Lowest | 63,500 ₹19,79,295 |
| 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. | 5,500 ₹67,100 | 14,747.5 ₹1,79,919.5 | 3,000 ₹36,600 Lowest | 6,000 ₹73,200 |
Tender Value
₹74 L
EMD Value
₹1.5 L
Closing Date
9 Mar 2026, 5:00 pmClosed
Suprintending Engineer
MGCCC MBD
Construction of V.R.B at Km 6.900 of Chandausi Branch.
2026_UPIDC_1119667_1
03/SE/2025-26
Open Tender
Civil Works - Bridges
Item Wise
90 days
Amroha
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.5 L
Moradabad
1 Sept 2026
25 Feb 2026
10 Mar 2026
25 Feb 2026
9 Mar 2026
25 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | CUM | - | - |
| 2 | Laying Cement concrete in M-10 1:3:6 including all costs of T&P material required for proper completion of work. | - | CUM | - | - |
| 3 | 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. | - | CUM | - | - |
| 4 | 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. | - | CUM | - | - |
| 5 | 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. | - | CUM | - | - |
| 6 | Centering and shuttering for C.C. works in peir abutment including cost of all labour and T&P etc. complete. | 1 | SQM | - | - |
| 7 | Centering and shuttering for ordinary R.C.C. works including cost of all labour and T&P etc. complete. | 1 | SQM | - | - |
| 8 | Centering and Shuttering for Special type of R.C.C. works including cost of all labour and T&P etc. complete. | 1 | SQM | - | - |
| 9 | Laying of reinforcement in R.C.C including Cutting, Bending, Binding and Placing etc. Including cost of all labour and T&P etc. Complete. | - | M.T. | - | - |
| 10 | S/L Settlement Joint with G.P./ Copper/Stainless Steel water stop including cost of all labour and T&P etc. Complete. | 1 | R.M. | - | - |
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