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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC FARIDPUR PACHKHORA BALLIA U P | BALLIA | BALLIA | UTTAR PRADESH | ₹3.9 Cr | L1 | Accepted-AOC DUE TO LOWEST RATE |
| 2 | L2₹3.9 CrRejected-Finance 0 | ₹3.9 Cr | L2 | Rejected-Finance BID REJECTED DUE TO HEIGHER RATE |
| 3 | L3₹4.1 CrRejected-Finance ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | ₹4.1 Cr | L3 | Rejected-Finance BID REJECTED DUE TO HEIGHER RATE |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Turnover not being certified by a registered Chartered Accountant and the absence of a UDIN. |
| Sl No | Description | Qty | Unit | BHAMAR SINGH L3 | Pratap Construction L1 | M/S RAJ CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. | 1,197.59 | M3 | 1,470 ₹17,60,457.3 | 1,200 ₹14,37,108 Lowest | 1,385.27 ₹16,58,985.5 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of Soil. | 3,890.13 | M3 | 116 ₹4,51,255.08 | 90 ₹3,50,111.7 Lowest | 105.6 ₹4,10,797.73 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 | 567.8 | M3 | 5,200 ₹29,52,560 | 4,800 ₹27,25,440 Lowest | 5,018.4 ₹28,49,447.52 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level : M25 | 1,691.72 | M3 | 6,200 ₹1,04,88,664 | 6,000 ₹1,01,50,320 Lowest | 6,197.54 ₹1,04,84,502.37 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level : M35 | 44.6 | M3 | 6,450 ₹2,87,670 | 6,500 ₹2,89,900 | 6,247.43 ₹2,78,635.38 Lowest |
| 6.10 | Centering & shuttering For for RCC works including rent of shuttering, materia, labour and T &P required for proper completion of work for slab and wall wtc. For bridge span upto 3.0 m span | 4,701.16 | M2 | 900 ₹42,31,044 | 720 ₹33,84,835.2 Lowest | 847.45 ₹39,83,998.04 |
| 6.20 | Centering & shuttering For for RCC works including rent of shuttering, materia, labour and T &P required for proper completion of work for slab and wall wtc. For bridge span above 3.0 m span | 1,468.69 | M2 | 1,000 ₹14,68,690 | 850 ₹12,48,386.5 Lowest | 956.25 ₹14,04,434.81 |
| 7.00 | Supply and fixing TMT steel bar with Bending, Binding, cutting and placing in position reinforcement including cost of binding wire etc. | 135.93 | M.T. | 72,000 ₹97,86,960 | 71,000 ₹96,51,030 | 65,650 ₹89,23,804.5 Lowest |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 579.23 | M3 | 4,900 ₹28,38,227 Lowest | 5,000 ₹28,96,150 | 5,400 ₹31,27,842 |
| 9.00 | Laying boulder (20 to 40 kg) pitching including cost of all material labour T&P etc. complete as per the direction of Engineer in charge | 938.26 | M3 | 3,400 ₹31,90,084 | 3,600 ₹33,77,736 | 3,260.88 ₹30,59,553.27 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
14 Jul 2026, 2:00 pmClosed
Superintending Engineer
Irrigation Work Circle Sitapur
Reconstruction of VRBs on the distributaries and minors of the Khiri Branch system in Lakhimpur Kheri district, covering the stretch from km 67.120 to km 122.400 (Lot No.-1)
2026_UPIDC_1163634_1
01/SE/2026-27
Open Tender
Civil Works
Item Wise
365 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,239
₹9.4 L
Sitapur
20 Aug 2026
26 Jun 2026
14 Jul 2026
26 Jun 2026
14 Jul 2026
26 Jun 2026
26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. | 1,197.59 | M3 | 120 | ₹1,43,710.8 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of Soil. | 3,890.13 | M3 | 250 | ₹9,72,532.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 | 567.8 | M3 | 660 | ₹3,74,748 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level : M25 | 1,691.72 | M3 | 828 | ₹14,00,744.16 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level : M35 | 44.6 | M3 | 7,378.09 | ₹3,29,062.81 |
| 0.9 | Centering & shuttering For for RCC works including rent of shuttering, materia, labour and T &P required for proper completion of work for slab and wall wtc. For bridge span upto 3.0 m span | 4,701.16 | M2 | 9,062.99 | ₹4,26,06,566.07 |
| 0.0 | Centering & shuttering For for RCC works including rent of shuttering, materia, labour and T &P required for proper completion of work for slab and wall wtc. For bridge span above 3.0 m span | 1,468.69 | M2 | 650 | ₹9,54,648.5 |
| 7 | Supply and fixing TMT steel bar with Bending, Binding, cutting and placing in position reinforcement including cost of binding wire etc. | 135.93 | M.T. | 91.4 | ₹12,424.14 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 579.23 | M3 | 6,476.84 | ₹37,51,580.03 |
| 9 | Laying boulder (20 to 40 kg) pitching including cost of all material labour T&P etc. complete as per the direction of Engineer in charge | 938.26 | M3 | 221.45 | ₹2,07,777.68 |
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