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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC GRAM KAKNA POST JAITPUR SAHJANWAN DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹1.2 L (0.74%)Rejected-Finance 0 BAGHI NAUGARH NAUGARH CHANDAULI UTTAR PRADESH 232111 | CHANDAULI | UTTAR PRADESH | 232111 | ₹1.7 Cr+₹1.2 L (0.74%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.7 Cr+₹7.8 L (4.73%)Rejected-Finance VILLAGE BASIA POST SAHJANWAN THANA SAHJANWAN DISTRICT GORAKHPUR UTTAR PRADESH PIN 273209 | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273209 | ₹1.7 Cr+₹7.8 L (4.73%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.8 Cr+₹13.5 L (8.17%)Rejected-Finance | ₹1.8 Cr+₹13.5 L (8.17%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.0 Cr+₹38.5 L (23.2%)Rejected-Finance CIVIL LINE THANA KOTWALI DISTRICT BASTI | GONDA | UTTAR PRADESH | 271305 | ₹2.0 Cr+₹38.5 L (23.2%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S BABA TRADERS L4 | M/S Damyanti Singh L3 | M/S ARPNA CONSTRUCTION L1 | M/S BHAGWATI TRADERS L5 | AKANKSHA ASSOCIATES L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in removing existing canal section in all type of soil with all lead ,lift & proper disposal of earth and back filling etc. required for proper completion of the work. | 709.21 | M3 | 60 ₹42,552.3 | 50 ₹35,460.25 Lowest | 55 ₹39,006.28 | 69.91 ₹49,580.52 | 58.12 ₹41,222.54 |
| 2.00 | Earth work in excavation of foundation in all type of soil including all lead, &lift , proper disposal of earth as per direction of site Enginner and back filling etc.required fo proper complection of the work. | 3,919.37 | M3 | 75 ₹2,93,952.45 | 60.1 ₹2,35,553.9 Lowest | 78 ₹3,05,710.55 | 96.6 ₹3,78,610.76 | 79.83 ₹3,12,863.39 |
| 3.00 | Centering & shuttering of P C.C. 1:2:4 (M-15) in foundation including cost of all material, labour, T&P etc.required for proper completion of the work. | 628.97 | M2 | 200 ₹1,25,794 | 156 ₹98,119.32 | 140 ₹88,055.8 Lowest | 199.78 ₹1,25,655.63 | 162.75 ₹1,02,364.87 |
| 4.00 | Laying P C.C. 1:2:4 ( M-15) in foundation with 10 to 20 mm size crushed stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work. | 163.17 | M3 | 8,500 ₹13,86,945 Lowest | 8,900 ₹14,52,213 | 8,700 ₹14,19,579 | 10,817.16 ₹17,65,036 | 8,894.67 ₹14,51,344.12 |
| 5.00 | Centering & shuttering for R.C.C work ( M25) including cost of all material , labour and T&P etc .required for proper completion of the work | 1,277.49 | M2 | 550 ₹7,02,619.5 Lowest | 703 ₹8,98,075.47 | 760 ₹9,70,892.4 | 831.16 ₹10,61,798.59 | 775 ₹9,90,054.75 |
| 6.00 | Laying R C.C. 1:1.5:3 ( M-20) in wing wall super structure work(excluding wing wall raft) with 4.75 to 20 mm size crused stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work | 243.2 | M3 | 9,500 ₹23,10,419 | 9,000 ₹21,88,818 | 8,764 ₹21,31,422.33 Lowest | 10,949.8 ₹26,63,013.26 | 8,873.75 ₹21,58,113.75 |
| 7.00 | laying R.C.C. 1: 1: 2 ( M25 ) in raft,pier abutment ,slab & parapet with 4.75 to 20 mm size crushed stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work | 869.73 | M3 | 9,950 ₹86,53,823.45 | 9,650 ₹83,92,904.15 | 9,230 ₹80,27,617.13 Lowest | 11,411.51 ₹99,24,944 | 9,365.1 ₹81,45,117.79 |
| 8.00 | Cutting, bending, binding and placing steel of reinforcement including cost of binding wire and cost of steel, labour,T&P etc. required for proper completion of the work. | 55.26 | MT | 65,000 ₹35,92,160 | 61,200 ₹33,82,156.8 | 53,000 ₹29,28,992 | 65,700 ₹36,30,844.8 | 50,917.5 ₹28,13,904.72 Lowest |
| 9.00 | laying R.C.C. 1: 1: 2 ( M25 ) in weaing coat with 4.75 to 10 mm size crushed stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work. | 9.8 | M3 | 10,000 ₹97,980 | 9,610 ₹94,158.78 | 8,763 ₹85,859.87 Lowest | 10,684.19 ₹1,04,683.69 | 9,055.1 ₹88,721.87 |
| 10.00 | Providing Expansion joint in bridge slab as per design placing and fixing of angle iron & ms plate drawing including cost of all material, labour and T&P etc. required for proper completion of the work. | 24.64 | RM. | 580 ₹14,291.2 | 465 ₹11,457.6 | 410 ₹10,102.4 Lowest | 521.18 ₹12,841.88 | 452.6 ₹11,152.06 |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
17 Mar 2026, 4:30 pmClosed
S.E, Irrigation Construction Circle, Basti
S.E, Irrigation Construction Circle, Basti
Construction of Cross Regulator at Km 65.700 of Khalilabad Branch.
2026_UPIDC_1119556_4
10/S.E/2025-26
Open Tender
Civil Works
Item Wise
300 days
Khalilabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,541
₹4.3 L
15 Jul 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in removing existing canal section in all type of soil with all lead ,lift & proper disposal of earth and back filling etc. required for proper completion of the work. | - | M3 | - | - |
| 2 | Earth work in excavation of foundation in all type of soil including all lead, &lift , proper disposal of earth as per direction of site Enginner and back filling etc.required fo proper complection of the work. | 0.4 | M3 | - | - |
| 3 | Centering & shuttering of P C.C. 1:2:4 (M-15) in foundation including cost of all material, labour, T&P etc.required for proper completion of the work. | - | M2 | - | - |
| 4 | Laying P C.C. 1:2:4 ( M-15) in foundation with 10 to 20 mm size crushed stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work. | 1 | M3 | - | - |
| 5 | Centering & shuttering for R.C.C work ( M25) including cost of all material , labour and T&P etc .required for proper completion of the work | - | M2 | - | - |
| 6 | Laying R C.C. 1:1.5:3 ( M-20) in wing wall super structure work(excluding wing wall raft) with 4.75 to 20 mm size crused stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work | 0.8 | M3 | - | - |
| 7 | laying R.C.C. 1: 1: 2 ( M25 ) in raft,pier abutment ,slab & parapet with 4.75 to 20 mm size crushed stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work | 0.4 | M3 | - | - |
| 8 | Cutting, bending, binding and placing steel of reinforcement including cost of binding wire and cost of steel, labour,T&P etc. required for proper completion of the work. | - | MT | - | - |
| 9 | laying R.C.C. 1: 1: 2 ( M25 ) in weaing coat with 4.75 to 10 mm size crushed stone grit & coarse sand having F.M not less than 2.0 including cost of all material , labour and T&P etc .required for proper completion of the work. | - | M3 | - | - |
| 10 | Providing Expansion joint in bridge slab as per design placing and fixing of angle iron & ms plate drawing including cost of all material, labour and T&P etc. required for proper completion of the work. | - | RM. | - | - |
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