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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 CrAccepted-AOC FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹2.0 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹2.0 CrRejected-Finance C 691 PATEL NAGAR RAJENDRA NAGAR BAREILLY | ₹2.0 Cr | L-2 | Rejected-Finance ADMITTED |
| 3 | L-3₹2.1 CrRejected-Finance GRAM GUTHNA BUZURG POST KAMHARA JANPAD LAKHIMPUR | LAKHIMPUR | UTTAR PRADESH | ₹2.1 Cr | L-3 | Rejected-Finance ADMITTED |
| 4 | L-4₹2.2 CrRejected-Finance 1252 20 M AVNTIKA BHAWAN STATION ROAD MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | ₹2.2 Cr | L-4 | Rejected-Finance ADMITTED |
| 5 | L-5₹2.3 CrRejected-Finance | ₹2.3 Cr | L-5 | Rejected-Finance ADMITTED |
| Sl No | Description | Qty | Unit | MA AND SONS L1 | PURNAGIRI CONSTRUCTION CO. PVT. LTD. L5 | M/S Vinay Construction L7 | SINGH CONTRACTOR L3 | GLOBAL INFRATECH INDIA PVT LTD L4 | GSB DEVELOPERS PRIVATE LIMITED L6 | M/S OM BALA JEE CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling Brickwork or stone work and cement concrete in cement mortar and including stacking of material with in a distance of 60 m as per direction of Engineer in Charge | 55.74 | M3 | 500 ₹27,870 | 300 ₹16,722 | 620 ₹34,558.80 | 528.7 ₹29,469.74 | 150 ₹8,361 | 500 ₹27,870 | 622 ₹34,670.28 |
| 2.00 | Earth work in foundation in dry ordinary soil including lift up to 1.50 m and lead up to 30 m and including back filling, watering and ramming fo excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge. | 1,483.36 | M3 | 50 ₹74,168 | 75 ₹1.1 L | 98 ₹1.5 L | 62.4 ₹92,561.66 | 90 ₹1.3 L | 100 ₹1.5 L | 20 ₹29,667.20 |
| 3.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of private land and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50 m lift and 30m initial lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 m distance as directed by Engineer in charge & also including labour & T&P etc. complete. | 295.8 | M3 | 60 ₹17,748 | 50 ₹14,790 | 70 ₹20,706 | 41.6 ₹12,305.28 | 58 ₹17,156.40 | 50 ₹14,790 | 20 ₹5,916 |
| 4.00 | Earth work in embankment by power transported earth with a lead beyond 200m and upto 1.00 Km. including Excavation, loading, unloading , Manual Compaction, dressing and all lifts complete. | 31,506.28 | M3 | 90 ₹28.4 L | 120 ₹37.8 L | 140 ₹44.1 L | 82.16 ₹25.9 L | 120 ₹37.8 L | 120 ₹37.8 L | 40 ₹12.6 L |
| 5.00 | Silt clearance/trench digging including lift upto 1.5m and lead upto 30 m, including cost of driver/assistant driver, POL, maintenance of machine, contractor profit, taxes etc but excluding leveling, dressing & compaction. | 1,46,383.6 | M3 | 29 ₹42.5 L | 30 ₹43.9 L | 44.4 ₹65.0 L | 27.56 ₹40.3 L | 41 ₹60.0 L | 37 ₹54.2 L | 15 ₹22.0 L |
| 6.00 | Laying C.C. 1:3:6 Mix (M-10) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excluding cost of shuttering. | 874.21 | M3 | 4,600 ₹40.2 L | 6,000 ₹52.5 L | 6,000 ₹52.5 L | 5,969 ₹52.2 L | 5,050 ₹44.1 L | 5,400 ₹47.2 L | 6,063 ₹53.0 L |
| 7.00 | Laying C.C. 1:2:4 Mix (M-15) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excluding cost of shuttering. | 9.91 | M3 | 6,500 ₹64,415 | 7,000 ₹69,370 | 6,500 ₹64,415 | 6,353 ₹62,958.23 | 6,600 ₹65,406 | 6,600 ₹65,406 | 6,470 ₹64,117.70 |
| 8.00 | Laying R.C.C. 1:1.5:3 Mix (M-20) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excludiing cost of Centering, shuttering & Reinforcement. | 21.07 | M3 | 7,000 ₹1.5 L | 8,000 ₹1.7 L | 8,000 ₹1.7 L | 7,480 ₹1.6 L | 6,100 ₹1.3 L | 7,200 ₹1.5 L | 7,500 ₹1.6 L |
| 9.00 | Laying Brick work C.M. 1:4 Mix cement & coarse sand including cost of all material, labour and T&P etc. complete. | 1,266.18 | M3 | 5,500 ₹69.6 L | 6,000 ₹76.0 L | 6,200 ₹78.5 L | 5,430 ₹68.8 L | 5,000 ₹63.3 L | 5,800 ₹73.4 L | 7,500 ₹95.0 L |
| 10.00 | Struck deep Cement pointing in 1:2 cement mortar including cost of all material, labour and T&P etc. complete. | 2,534.01 | M2 | 150 ₹3.8 L | 120 ₹3.0 L | 140 ₹3.5 L | 144 ₹3.6 L | 100 ₹2.5 L | 120 ₹3.0 L | 300 ₹7.6 L |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
19 Jan 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
SE VTH CIRCLE IW BAREILLY
Sharda Sagar khand pilibhit ke antrargat kailash rajwaha ke km. 0.000 se km. 39.600 tak punarsthapna ka karye.
2026_UPIDC_1104329_1
04/SE/2025-26
Open Tender
Civil Works
720 days
PILIBHIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
Yes
₹5.8 L
Yes
19 Mar 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
Dismantling Brickwork or stone work and cement concrete in cement mortar and including stacking of material with in a distance of 60 m as per direction of Engineer in Charge
Earth work in foundation in dry ordinary soil including lift up to 1.50 m and lead up to 30 m and including back filling, watering and ramming fo excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge.
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of private land and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50 m lift and 30m initial lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 m distance as directed by Engineer in charge & also including labour & T&P etc. complete.
Earth work in embankment by power transported earth with a lead beyond 200m and upto 1.00 Km. including Excavation, loading, unloading , Manual Compaction, dressing and all lifts complete.
Silt clearance/trench digging including lift upto 1.5m and lead upto 30 m, including cost of driver/assistant driver, POL, maintenance of machine, contractor profit, taxes etc but excluding leveling, dressing & compaction.
Laying C.C. 1:3:6 Mix (M-10) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excluding cost of shuttering.
Laying C.C. 1:2:4 Mix (M-15) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excluding cost of shuttering.
Laying R.C.C. 1:1.5:3 Mix (M-20) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excludiing cost of Centering, shuttering & Reinforcement.
Laying Brick work C.M. 1:4 Mix cement & coarse sand including cost of all material, labour and T&P etc. complete.
Struck deep Cement pointing in 1:2 cement mortar including cost of all material, labour and T&P etc. complete.
Centering and shuttering or steel shuttering for R.C.C. work including cost of all material, labour and T&P etc. complete.
Reinforcement including cutting, bending & binding in position including all cost of labour, material and T&P etc. complete. at site per M.T.
Laying of 15cm thick 40mm gauge Dismantled Brick ballast as filter material as per direction of Engineer in Charge.
Brick Soling with straight over burnt brick laid on header and dry including preparation of sub grade to prescribed camber and including supply of brick filling joints with local earth spreading blinding coat including labour and filter material RBM T & P Complete
Brick Soling with straight over burnt brick laid on edge and dry including preparation of sub grade to prescribed camber and including supply of brick filling joints with local earth spreading blinding coat including labour and T & P Complete
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