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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.0 CrAccepted-Finance M0 NO 211 AWAS VIKAS COLONY POLICE STATION KOTWALI KATRA TEHSIL SADAR DISTRICT MIRZAPUR | ₹3.0 Cr | L-1 | Accepted-Finance L1 |
| 2 | L-2₹3.0 Cr+₹67,941.96 (0.23%)Rejected-Finance | ₹3.0 Cr+₹67,941.96 (0.23%) | L-2 | Rejected-Finance L-2 |
| 3 | Not Admitted-Fee/PreQual/Technical FARIDPUR PACHKHORA BALLIA U P | BALLIA | BALLIA | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S BADRI SINGH L1 | S.B. ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work Excavation in ordinary soil for a lift upto 4.5m & lead upto 30m with didosal of excavated boulders as per direction of Engineer In Charge. | 2,824.52 | Cum. | 75 ₹2,11,839 Lowest | 86 ₹2,42,908.72 |
| 2.00 | Centering and shuttering for C.C. work including cost of all materials, labour all lead & lift,T&P etc. required for proper completion of work. | 1,354.49 | Sqm | 180 ₹2,43,808.2 Lowest | 186 ₹2,51,935.14 |
| 3.00 | Laying C.C. 1:3:6 with 1 cement :3 sand, 6 stone ballast size 20 to 40 mm including all cost of material, labour all lead & lift,T&P etc. required for proper completion of work. | 854.63 | Cum. | 4,100 ₹35,03,983 | 3,786 ₹32,35,629.18 Lowest |
| 4.00 | C.R. stone (Khanda) masonary with 1:3 cement, coarse sand mortor including cost of all material, labour all lead & lift,T&P etc. required for proper completion of work. | 3,803.68 | Cum. | 4,100 ₹1,55,95,088 | 3,956 ₹1,50,47,358.08 Lowest |
| 5.00 | Providing and fixing PVC Pipe in drainage spout & weep hole including cost of all materials, labours, all lead & lift,T&P etc, required for proper completion of work. | 3,234.98 | R.M | 70 ₹2,26,448.6 | 66 ₹2,13,508.68 Lowest |
| 6.00 | Deep Struck Cement pointing in 1:2 CM in stone masonry including cost of all materials, labour, all lead & lift, T&P etc required for proper completion of work. | 4,434.73 | Sqm | 112 ₹4,96,689.76 | 86 ₹3,81,386.78 Lowest |
| 7.00 | Providing and laying filter media 600 mm thick in back filling with stone ballast 20 to 40 mm size , stone grit 4.75 to 20 mm size and Course sand including cost of material, labour, all lead & lift, T&P etc required for proper completion of work. | 1,528.8 | Cum. | 1,800 ₹27,51,840 Lowest | 1,986 ₹30,36,196.8 |
| 8.00 | Earthwork in filling with all lead & lift including cost of all material, labour, T&P etc. with proper completion of work. | 15,250.92 | Cum. | 155 ₹23,63,892.6 Lowest | 156 ₹23,79,143.52 |
| 9.00 | Laying C.C. 1:2:4 in coping with cement, coarse sand of FM. not less than 2.0 and hard stone grit 4.75 mm to 20. mm size including all cost of material, labour all lead & lift,T&P etc. required for proper completion of work.. | 136.27 | Cum. | 6,100 ₹8,31,247 Lowest | 6,186 ₹8,42,966.22 |
| 10.00 | Supplying And Laying HDPE textured Honeycombed Geocell of Size 150x356x1.50 mm having polymer density b/w.935-.965 g/cm3) & complying the standards specified by IS 17483 (Part-2):2020 | 18,907 | Sqmt | 180 ₹34,03,260 Lowest | 215 ₹40,65,005 |
Tender Value
Refer Docs
EMD Value
₹7.2 L
Closing Date
20 Jul 2026, 1:00 pmClosed
S.E. B.S.C.C.C.-1, Mzp
Office of Superintending Engineer, Bansagar Canal Construction Circle-1 Mirzapur
Strengthening of Pucca Structures and banks between Km. 10.000 to 14.800 of M.J.L.C.
2026_UPIDC_1164332_6
02/SE/2026-27
Open Tender
Civil Works
Item Rate
240 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹7.2 L
20 Sept 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work Excavation in ordinary soil for a lift upto 4.5m & lead upto 30m with didosal of excavated boulders as per direction of Engineer In Charge. | 2,824.52 | Cum. | - | - |
| 2 | Centering and shuttering for C.C. work including cost of all materials, labour all lead & lift,T&P etc. required for proper completion of work. | 1,354.49 | Sqm | - | - |
| 3 | Laying C.C. 1:3:6 with 1 cement :3 sand, 6 stone ballast size 20 to 40 mm including all cost of material, labour all lead & lift,T&P etc. required for proper completion of work. | 854.63 | Cum. | - | - |
| 4 | C.R. stone (Khanda) masonary with 1:3 cement, coarse sand mortor including cost of all material, labour all lead & lift,T&P etc. required for proper completion of work. | 3,803.68 | Cum. | - | - |
| 5 | Providing and fixing PVC Pipe in drainage spout & weep hole including cost of all materials, labours, all lead & lift,T&P etc, required for proper completion of work. | 3,234.98 | R.M | - | - |
| 6 | Deep Struck Cement pointing in 1:2 CM in stone masonry including cost of all materials, labour, all lead & lift, T&P etc required for proper completion of work. | 4,434.73 | Sqm | - | - |
| 7 | Providing and laying filter media 600 mm thick in back filling with stone ballast 20 to 40 mm size , stone grit 4.75 to 20 mm size and Course sand including cost of material, labour, all lead & lift, T&P etc required for proper completion of work. | 1,528.8 | Cum. | - | - |
| 8 | Earthwork in filling with all lead & lift including cost of all material, labour, T&P etc. with proper completion of work. | 15,250.92 | Cum. | - | - |
| 9 | Laying C.C. 1:2:4 in coping with cement, coarse sand of FM. not less than 2.0 and hard stone grit 4.75 mm to 20. mm size including all cost of material, labour all lead & lift,T&P etc. required for proper completion of work.. | 136.27 | Cum. | - | - |
| 10 | Supplying And Laying HDPE textured Honeycombed Geocell of Size 150x356x1.50 mm having polymer density b/w.935-.965 g/cm3) & complying the standards specified by IS 17483 (Part-2):2020 | 18,907 | Sqmt | - | - |
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