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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance 947 C ASHOK NAGAR COLONY HUMAYUNPUR POLICE STATION GORAKHNATH DISTRICT GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | L1 | Accepted-Finance bid accepted on L1 | |
| 2 | L2₹1.9 Cr+₹36.1 L (24.1%)Rejected-Finance | L2 | Rejected-Finance bid Rejected L2 | |
| 3 | L3₹1.9 Cr+₹39.3 L (26.3%)Rejected-Finance | L3 | Rejected-Finance bid Rejected L3 | |
| 4 | L4₹2.4 Cr+₹88.5 L (59.2%)Rejected-Finance | L4 | Rejected-Finance bid Rejected L4 |
| Sl No | Description | Qty | Unit | RANJEET SINGH L1 | M/S AMRENDRA KUMAR CONTRACTOR L3 | M/s Asha Colonizers and Contractors Private Limited L2 | M/S GOVIND MADHAV L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Uprooting Narkul & moonj ( including proper disposal) beyond 100 mtrs. | 78,000 | Sqm | 5 ₹3,90,000 Lowest | 10.16 ₹7,92,339.6 | 6 ₹4,68,000 | 12.8 ₹9,98,790 |
| 2.00 | Uprooting jalkumbhi /sewar (incluing proper disposal) beyond 100mts. | 2,52,000 | Sqm | 5 ₹12,60,000 Lowest | 9.38 ₹23,62,953.6 | 5 ₹12,60,000 Lowest | 11.82 ₹29,78,640 |
| 3.00 | Earth work in removing of theks from river bed , side berm as required including hard clay ,chharry , bajri lift up to 1.5m including mannualy compaction and dressing to profile by JCB exacavation . | 88,200 | Cum | 30 ₹26,46,000 Lowest | 51.57 ₹45,48,685.68 | 30 ₹26,46,000 Lowest | 65.01 ₹57,33,882 |
| 4.00 | Earth work in excavation of foundation 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.
2.6.1 All kinds of soil | 165.75 | Sqm | 70 ₹11,602.5 Lowest | 80.48 ₹13,340.26 | 103 ₹17,072.25 | 101.45 ₹16,816.17 |
| 5.00 | Centering and shuttering for P.C.C.in foundation and porcupine including cost of all materials , Labours T& P | 177.54 | Sqm | 1,250 ₹2,21,925 Lowest | 1,289.31 ₹2,28,904.1 | 1,650 ₹2,92,941 | 1,625.25 ₹2,88,546.89 |
| 6.00 | Supplying and laying of Steel reinforcement including placing in position at site. including cost of all materials, labours, T&P etc. | 45.36 | /100kg | 6,000 ₹2,72,160 | 5,587.01 ₹2,53,426.77 Lowest | 7,150 ₹3,24,324 | 7,042.75 ₹3,19,459.14 |
| 7.00 | Local sand filling in stair base | 18.51 | Cum | 800 ₹14,808 Lowest | 1,224.33 ₹22,662.33 | 1,566.84 ₹29,002.21 | 1,543.34 ₹28,567.18 |
| 8.00 | Sigle filling in Staire base 150mm th | 18.51 | Cum | 5,000 ₹92,550 Lowest | 5,695.01 ₹1,05,414.59 | 7,288.21 ₹1,34,904.77 | 7,178.89 ₹1,32,881.2 |
| 9.00 | PCC in 1:3:6 in Foundation and Gauge pillars | 30.51 | Cum | 10,000 ₹3,05,100 | 9,126.41 ₹2,78,446.71 Lowest | 11,679.56 ₹3,56,343.38 | 11,504.37 ₹3,50,998.22 |
| 10.00 | Supplying and Laying of R.C.C (1:1.5:3) with stone grit and coarse sand including cost of all materials, labour, T&P etc. | 140.83 | Cum | 10,000 ₹14,08,275 | 9,494.94 ₹13,37,148.64 Lowest | 12,151.19 ₹17,11,221.71 | 11,968.92 ₹16,85,553.38 |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
10 Sept 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
SE I and P WR Circle, Govindpur, Prayagraj
As per Tender Notice LOT-1
2026_UPIDC_1181072_1
02 / S.E./2026-27
Open Tender
Civil Works
Item Rate
prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹4.8 L
15 Oct 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting Narkul & moonj ( including proper disposal) beyond 100 mtrs. | 78,000 | Sqm | - | - |
| 2 | Uprooting jalkumbhi /sewar (incluing proper disposal) beyond 100mts. | 2,52,000 | Sqm | - | - |
| 3 | Earth work in removing of theks from river bed , side berm as required including hard clay ,chharry , bajri lift up to 1.5m including mannualy compaction and dressing to profile by JCB exacavation . | 88,200 | Cum | - | - |
| 4 | Earth work in excavation of foundation 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.
2.6.1 All kinds of soil | 165.75 | Sqm | - | - |
| 5 | Centering and shuttering for P.C.C.in foundation and porcupine including cost of all materials , Labours T& P | 177.54 | Sqm | - | - |
| 6 | Supplying and laying of Steel reinforcement including placing in position at site. including cost of all materials, labours, T&P etc. | 45.36 | /100kg | - | - |
| 7 | Local sand filling in stair base | 18.51 | Cum | - | - |
| 8 | Sigle filling in Staire base 150mm th | 18.51 | Cum | - | - |
| 9 | PCC in 1:3:6 in Foundation and Gauge pillars | 30.51 | Cum | - | - |
| 10 | Supplying and Laying of R.C.C (1:1.5:3) with stone grit and coarse sand including cost of all materials, labour, T&P etc. | 140.83 | Cum | - | - |
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