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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC HANS BHAWAN KALAGARH ROAD DHAMPUR DISTRICT BIJNOR UTTAR PRADESH | DHAMPUR | BIJNOR | UTTAR PRADESH | ₹13.8 L | L1 | Accepted-AOC lowest bids rates |
| 2 | L2₹13.9 LRejected-Finance | ₹13.9 L | L2 | Rejected-Finance HIGHER BID |
| 3 | L3₹14.0 LRejected-Finance | ₹14.0 L | L3 | Rejected-Finance HIGHER BID |
| 4 | L4₹14.1 LRejected-Finance | ₹14.1 L | L4 | Rejected-Finance HIGHER BID |
| 5 | Rejected-Technical | - | - | Rejected-Technical technically not qualified |
| Sl No | Description | Qty | Unit | M/S SANJEEV KUMAR CONTRACTOR L2 | YOGESH KUMAR CONTRACTOR L1 | AARU ENTERPRISE L4 | dinesh kumar contractor L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Uprooting Jhunds including back filling with all cost of labour T&P etc. complete. | 486 | Sqm. | 22.75 ₹11,056.50 | 22.6 ₹10,983.60 | 23.25 ₹11,299.50 | 23 ₹11,178 |
| 2.00 | Heavey Jungle Clearance includind Cutting Elepalnt Grass and Thorny Bushes in Tarai, including disposal beyond 30 M. | 943.5 | Cum. | 5.7 ₹5,377.95 | 5.6 ₹5,283.60 | 5.5 ₹5,189.25 | 5.75 ₹5,425.13 |
| 3.00 | Earth work in cutting or in embankment in ordinary Soil,
excavation to be in the form of regular pits and earth Work in embankment to be in 20 cm layers including ramming and dressing the surface to the required levels and slops and also including 1.50 meter lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in-charges. | 321.05 | Cum. | 161.25 ₹51,769.31 | 160 ₹51,368 | 162.5 ₹52,170.63 | 163 ₹52,331.15 |
| 4.00 | Excavation in Foundation by manual means in ordinary soil (Loam clay or sand) including lift up to 1.5 M and lead up to 30 m and including back filling, watering and ramming of excavated earth into the plinth with removal and disposal of surplus earth as directed by the Engineer in-charge up to distance of 30 M from the foundation trenches by manual | 52.4 | Cum. | 209 ₹10,951.60 | 207 ₹10,846.80 | 211 ₹11,056.40 | 208 ₹10,899.20 |
| 5.00 | C.C. 1:4:8 CM with 4 to 10 mm Shingle. | 14.8 | Cum. | 5,018 ₹74,266.40 | 4,985 ₹73,778 | 5,077 ₹75,139.60 | 5,050 ₹74,740 |
| 6.00 | B/W 1:4 CM in 23 Cm with New Bricks including water arragment for masonry beyond 1 km cost of cement, material, labour, T&P etc. Complete in all respect. | 31.97 | Sqm. | 5,695 ₹1.8 L | 5,658 ₹1.8 L | 5,761 ₹1.8 L | 5,730 ₹1.8 L |
| 7.00 | C.C. 1:2:4 Cm with 4 to 10 mm Shingle. | 3.91 | Cum. | 5,362 ₹20,965.42 | 5,326 ₹20,824.66 | 5,423 ₹21,203.93 | 5,395 ₹21,094.45 |
| 8.00 | Providing & laying factory made chamfered edge Cement Concrete paver block in foothpath of required strength & thickness & size / shape, made by table vibratory method using PU mould laid in required colour &pattern over 50 mm thick compacted bed of sand, compacting and proper embedding /laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. | 845.5 | Cum. | 1,227 ₹10.4 L | 1,219 ₹10.3 L | 1,241 ₹10.5 L | 1,234 ₹10.4 L |
Tender Value
Refer Docs
EMD Value
₹29,400
Closing Date
6 Feb 2026, 2:00 pmClosed
Executive Engineer, CSD-3, kalagarh
Office of the Executive Engineer, CSD-3, Kalagarh
Laying of cement concrete paver blocks on the service road between Gau Ghat and Km 0.785 on Bhikkawala Pump Canal
2026_UPIDM_1110721_1
66/EE/CSD-3/2025-26 (LOT-2)
Open Tender
Miscellaneous Works
30 days
Bhikkawala
please refer tender document.
2 documents required · 2 mandatory
₹766
₹29,400
30 Mar 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
Uprooting Jhunds including back filling with all cost of labour T&P etc. complete.
Heavey Jungle Clearance includind Cutting Elepalnt Grass and Thorny Bushes in Tarai, including disposal beyond 30 M.
Earth work in cutting or in embankment in ordinary Soil, excavation to be in the form of regular pits and earth Work in embankment to be in 20 cm layers including ramming and dressing the surface to the required levels and slops and also including 1.50 meter lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in-charges.
Excavation in Foundation by manual means in ordinary soil (Loam clay or sand) including lift up to 1.5 M and lead up to 30 m and including back filling, watering and ramming of excavated earth into the plinth with removal and disposal of surplus earth as directed by the Engineer in-charge up to distance of 30 M from the foundation trenches by manual
C.C. 1:4:8 CM with 4 to 10 mm Shingle.
B/W 1:4 CM in 23 Cm with New Bricks including water arragment for masonry beyond 1 km cost of cement, material, labour, T&P etc. Complete in all respect.
C.C. 1:2:4 Cm with 4 to 10 mm Shingle.
Providing & laying factory made chamfered edge Cement Concrete paver block in foothpath of required strength & thickness & size / shape, made by table vibratory method using PU mould laid in required colour &pattern over 50 mm thick compacted bed of sand, compacting and proper embedding /laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.
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