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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹1.5 CrRejected-Finance MOH 263 CIVIL LINES PS KOTWALI NAGAR GONDA | GONDA | UTTAR PRADESH | 271001 | ₹1.5 Cr | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.5 CrRejected-Finance B 62 TEZ KUMAR PLAZA TRILOKI NATH ROAD HAZRATGANJ LUCKNOW UTTAR PRADESH 226001 UDYAM UP 50 0055899 | LUCKNOW | UTTAR PRADESH | 226001 | ₹1.5 Cr | L-3 | Rejected-Finance L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VINAY PRAKASH SHUKLA L1 | AKANKSHA ASSOCIATES L3 | Chandra Kamal Pandey L2 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION CROSS REGULATOR | ||||||
| 1.01 | Earth work in excavation for making service road jeepable & levelling sub base foundation, including all leads & lifts and cast of all labours T&P etc. as per direction of engineer in charge, complete work | 4,077.54 | m³ | 147.04 ₹6.0 L | 155.2 ₹6.3 L | 148.99 ₹6.1 L |
| 1.02 | Earth work in excavation channel section manually or by tractor where ever possible and applicable for above discharge 30 cumecs, including hard clay, charri bajari above 5%, all leads & lifts and cost of all labours T&P etc. as per direction of engineer in charge, complete work. | 6,757.91 | m³ | 221.88 ₹15.0 L | 234.2 ₹15.8 L | 224.83 ₹15.2 L |
| 1.03 | Earth work in embankment of wing wall back side/approach ramp filling; including all leads & lifts, all cost of labours, T&P etc. with manual compaction & requaired for proper complete work. [Basic rate of digging and lead & lift is excluded due to soil is use of excavated item 2] | 2,078.19 | m³ | 27.19 ₹56,505.99 | 28.7 ₹59,644.05 | 27.55 ₹57,254.13 |
| 1.04 | Supply & arrangement of borring for dewatering with 150 mm dia causing pipe for 12m long of 100mmØ M.S. pipe and stainar; including all cost of material, labour,T&P etc. required for proper completion of work. | 18 | No. | 15,340.3 ₹2.8 L | 16,192 ₹2.9 L | 15,544.32 ₹2.8 L |
| 1.05 | Dewatering with all cost of power/POL machines, pump well, plant system & operator etc. with assembling and dismantling of equipment required; including all cost of material, labour, T&P etc. requaired for proper complection of work. | 13,293.72 | Kwh | 53.05 ₹7.1 L | 56 ₹7.4 L | 53.76 ₹7.1 L |
| 1.06 | Centring & shuttering for C.C. work,including all cost of material, labour, T&P etc. complete work. | 16.6 | m² | 966.35 ₹16,041.41 | 1,020 ₹16,932 | 979.2 ₹16,254.72 |
| 1.07 | Laying C.C, A-20, M-15 in P.C.C. work with cement (OPC 43 Grade), coarse sand of Hamirpur, F.M ≥2.0 and Kabrai (Mahoba) hard stone ballast A20 (size 4.75 to 20mm gauge); includingall lead & lift with mechanical mixing & machinal vibration, cost of all material, T & P, Labour etc. required for proper completion of work. | 12.45 | m³ | 10,836.91 ₹1.3 L | 11,433 ₹1.4 L | 10,981.04 ₹1.4 L |
| 1.08 | Supply and making 8SWG G.I. mechanical woven double twisted hexagoond shape wire mesh gabion box size 200mm x 200mm crates size 1.50X1.0X1.00m, including cost of all materials, weaving charges & carriage upto work site. | 907 | No. | 2,338.37 ₹21.2 L | 2,462 ₹22.3 L | 2,369.47 ₹21.5 L |
| 1.09 | Supplying and laying geotextile (sheet) made of 130 gsm woven multifilemet polypropylen including all cast of materials labours T&P etc. complete work ,as per direction of engineer incharge. | 411.7 | m² | 104.21 ₹42,903.26 | 110 ₹45,287 | 105.6 ₹43,475.52 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
3 Mar 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
Rapti Nahar Nirman Mandal 1 Balrampur
as per tender notice
2026_UPIDC_1106549_4
08/SE/2025-26
Open Tender
Civil Works
90 days
Balrampur
as per tender notice
2 documents required · 2 mandatory
₹2,354
₹3.0 L
Yes
17 Mar 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
CONSTRUCTION CROSS REGULATOR
Earth work in excavation for making service road jeepable & levelling sub base foundation, including all leads & lifts and cast of all labours T&P etc. as per direction of engineer in charge, complete work
Earth work in excavation channel section manually or by tractor where ever possible and applicable for above discharge 30 cumecs, including hard clay, charri bajari above 5%, all leads & lifts and cost of all labours T&P etc. as per direction of engineer in charge, complete work.
Earth work in embankment of wing wall back side/approach ramp filling; including all leads & lifts, all cost of labours, T&P etc. with manual compaction & requaired for proper complete work. [Basic rate of digging and lead & lift is excluded due to soil is use of excavated item 2]
Supply & arrangement of borring for dewatering with 150 mm dia causing pipe for 12m long of 100mmØ M.S. pipe and stainar; including all cost of material, labour,T&P etc. required for proper completion of work.
Dewatering with all cost of power/POL machines, pump well, plant system & operator etc. with assembling and dismantling of equipment required; including all cost of material, labour, T&P etc. requaired for proper complection of work.
Centring & shuttering for C.C. work,including all cost of material, labour, T&P etc. complete work.
Laying C.C, A-20, M-15 in P.C.C. work with cement (OPC 43 Grade), coarse sand of Hamirpur, F.M ≥2.0 and Kabrai (Mahoba) hard stone ballast A20 (size 4.75 to 20mm gauge); includingall lead & lift with mechanical mixing & machinal vibration, cost of all material, T & P, Labour etc. required for proper completion of work.
Supply and making 8SWG G.I. mechanical woven double twisted hexagoond shape wire mesh gabion box size 200mm x 200mm crates size 1.50X1.0X1.00m, including cost of all materials, weaving charges & carriage upto work site.
Supplying and laying geotextile (sheet) made of 130 gsm woven multifilemet polypropylen including all cast of materials labours T&P etc. complete work ,as per direction of engineer incharge.
Supply & Laying dry stone boulder gauge 40 to 60Kg weight from Shankargrah; including all cost of material, labour, T&P etc. as per direction of engineer in charge, complete work.
Making temporary hutment for site store and site office purposes size 6.0x4.0m. Ukliptish strut, purlin of size 151 to 200 mm and chapper 10cm thick with bamboo frame and supply of parda with fresh materials & bamboo frame door; including all cost of material, labour etc, complete work.
Dry brick on edge soling with First-Class brick and preparation of sub grade and filling joints filled with local sand; including all cost of material, labour, T & P etc. complete work.
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