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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Low bidder |
| 2 | L2₹1.8 CrRejected-Finance | ₹1.8 Cr | L2 | Rejected-Finance High Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical DisQualified |
| 4 | Rejected-Technical AZAMGARH | FARRUKHABAD | UTTAR PRADESH | 209501 | - | - | Rejected-Technical DisQualified |
| Sl No | Description | Qty | Unit | m/s satish chandra jaiswal L1 | M/S Ravindra Pratap Singh L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation of foundation in ordinary soil /sandy loam , clay or sand including lift up to 1.5 m, and lead up to 30 m including filling, watering, ramming, of excavated earth into the trenches or up to spaces and sides of the foundation trenches with dressing and manual compaction as per the direction of Engineer-in-charge. | 4,125.44 | cum | 80 ₹3.3 L | 126 ₹5.2 L |
| 2.00 | Laying plain cement concrete(1:3:6) in foundation with stone ballast up to 3.00 m lift and 60m lead including mechanical vibration, cost of all material, labour and T&P, etc as per direction of Engineer -in-charge. | 166.98 | cum | 4,500 ₹7.5 L | 5,627 ₹9.4 L |
| 3.00 | Centering & Shuttering for RCC Work including cost of all material, labour and T&P etc as per direction of Engineer-in-charge.. | 4,428 | sqm | 665 ₹29.4 L | 888 ₹39.3 L |
| 4.00 | Providing and Fixing Steel Reinforcement including cutting, bending, binding, and placing in position of reinforcement (Tor steel Fe 550) incluing cost of binding wire as per direction of site-in-charge | 25,325 | kg | 90 ₹22.8 L | 98.28 ₹24.9 L |
| 5.00 | Providing and Laying RCC 1:1.5:3 CC Mix (M20) with maximum size of aggregate 20 mm size crushed stone ballast and coarse sand having F.M. not less than 2.0 including cost of all material, labour,and T&P etc complete as per direction of Engineer-in-charge. | 297.6 | cum | 7,150 ₹21.3 L | 9,087.1 ₹27.0 L |
| 6.00 | E.w. in restoration of bank in all type of soil with manual compaction and dressing and lift up to 1.5 m, and lead up to 30 m, including all cost of labour, material, T&P etc complete as per direction of site-in-charge. | 14,378.85 | cum | 78 ₹11.2 L | 114 ₹16.4 L |
| 7.00 | Providing and Laying 1:2:4 CC mix (M15) in coping with coarse sand, cement and 10 mm to 20 mm crushed stone grit including cost of all material, labour and T&P etc as per direction of Engineer-in -charge. | 18.88 | cum | 7,100 ₹1.3 L | 8,593.1 ₹1.6 L |
| 8.00 | Providing and fixing of Boundary Pillar in I section 15 cm × 15 cm as per drawing with total length 1.65 m, grouted in 30cm×30 cm section cement concrete M 20 in 75 cm depth, with 07 nos, wire of 4 mm dia including top cap, painting and lettering as per instruction of Engineer-in-charge. | 734 | nos | 1,400 ₹10.3 L | 1,650 ₹12.1 L |
| 9.00 | Centering & Shuttering for precast RCC Work including cost of all material, labour, etc as per direction of Engineer-in-charge.. | 40.32 | sqm | 300 ₹12,096 | 300 ₹12,096 |
| 10.00 | Painting of KM stone Pillar and tail wall with premium quality plastic emulsion paint to give an even shade after curing and cost of all material as per direction of Engineer-in-charge | 54.62 | sqm | 118 ₹6,445.16 | 118 ₹6,445.16 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
30 Mar 2026, 2:00 pmClosed
Superintending Engineer
Superintending Engineer 16th Circle Irrigation work Pratapgarh
Restoration and demarcation of canal land from km. 0.000 to km 36.600 of Sagra Dy in Distt. Pratapgarh
2026_UPIDC_1118524_6
09/S.E/XVI/2025-26
Open Tender
Civil Works
365 days
Pratapgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,174
₹3.6 L
Yes
11 May 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation of foundation in ordinary soil /sandy loam , clay or sand including lift up to 1.5 m, and lead up to 30 m including filling, watering, ramming, of excavated earth into the trenches or up to spaces and sides of the foundation trenches with dressing and manual compaction as per the direction of Engineer-in-charge. | |||||
| 2Laying plain cement concrete(1:3:6) in foundation with stone ballast up to 3.00 m lift and 60m lead including mechanical vibration, cost of all material, labour and T&P, etc as per direction of Engineer -in-charge. | |||||
| 3Centering & Shuttering for RCC Work including cost of all material, labour and T&P etc as per direction of Engineer-in-charge.. | |||||
| 4Providing and Fixing Steel Reinforcement including cutting, bending, binding, and placing in position of reinforcement (Tor steel Fe 550) incluing cost of binding wire as per direction of site-in-charge | |||||
| 5Providing and Laying RCC 1:1.5:3 CC Mix (M20) with maximum size of aggregate 20 mm size crushed stone ballast and coarse sand having F.M. not less than 2.0 including cost of all material, labour,and T&P etc complete as per direction of Engineer-in-charge. | |||||
| 6E.w. in restoration of bank in all type of soil with manual compaction and dressing and lift up to 1.5 m, and lead up to 30 m, including all cost of labour, material, T&P etc complete as per direction of site-in-charge. | |||||
| 7Providing and Laying 1:2:4 CC mix (M15) in coping with coarse sand, cement and 10 mm to 20 mm crushed stone grit including cost of all material, labour and T&P etc as per direction of Engineer-in -charge. | |||||
| 8Providing and fixing of Boundary Pillar in I section 15 cm × 15 cm as per drawing with total length 1.65 m, grouted in 30cm×30 cm section cement concrete M 20 in 75 cm depth, with 07 nos, wire of 4 mm dia including top cap, painting and lettering as per instruction of Engineer-in-charge. | |||||
| 9Centering & Shuttering for precast RCC Work including cost of all material, labour, etc as per direction of Engineer-in-charge.. | |||||
| 10Painting of KM stone Pillar and tail wall with premium quality plastic emulsion paint to give an even shade after curing and cost of all material as per direction of Engineer-in-charge | |||||
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