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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-AOC | ₹8.7 L | 1 | Accepted-AOC Accept |
| 2 | 2₹10.1 L+₹1.4 L (15.5%)Rejected-Finance | ₹10.1 L+₹1.4 L (15.5%) | 2 | Rejected-Finance 2 |
| 3 | 3₹10.3 L+₹1.6 L (17.8%)Rejected-Finance | ₹10.3 L+₹1.6 L (17.8%) | 3 | Rejected-Finance 3 |
| 4 | 4₹10.8 L+₹2.1 L (23.7%)Rejected-Finance ALIGARH | UTTAR PRADESH | 202001 | ₹10.8 L+₹2.1 L (23.7%) | 4 | Rejected-Finance 4 |
| 5 | 5₹10.9 L+₹2.1 L (24.2%)Rejected-Finance | ₹10.9 L+₹2.1 L (24.2%) | 5 | Rejected-Finance 5 |
| Sl No | Description | Qty | Unit | M/s Virendra Singh Contractor L2 | M/S Harish Kumar Contractor L6 | DEVENDRA KUMAR SHARMA L4 | M/S KANHAIYA LAL CONTRACTOR L7 | SHIV GANGA INFRATECH L9 | M/S SHRI BALAJI DEVELOPERS L3 | M/S BHASKAR SHARMA CONTRACTOR L5 | Phoughat Construction L1 | M/s Prince Construction L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling brickwork or stone work and cement concrete in cement mortar and including stacking of material within a distance of 60 m as per direction of engineer in charge. | 8 | Cum | 400 ₹3,200 | 415.69 ₹3,325.56 | 150 ₹1,200 | 518 ₹4,144 | 250 ₹2,000 | 375 ₹3,000 | 100 ₹800 Lowest | 350 ₹2,800 | 499 ₹3,992 |
| 2.00 | 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, compaction and dressing the surface to the required levels and slopes and also including 1.50m. lift and 200m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 200m. distance as directed by Engineer-in-Charge. | 29 | Cum | 100 ₹2,900 | 80.25 ₹2,327.25 | 50 ₹1,450 Lowest | 155 ₹4,495 | 50 ₹1,450 Lowest | 112.5 ₹3,262.5 | 100 ₹2,900 | 80 ₹2,320 | 130.2 ₹3,775.8 |
| 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, compaction and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance as directed by Engineer-in-Charge. | 26 | Cum | 50 ₹1,300 | 80.25 ₹2,086.5 | 20 ₹520 Lowest | 67 ₹1,742 | 50 ₹1,300 | 52.5 ₹1,365 | 100 ₹2,600 | 50 ₹1,300 | 60 ₹1,560 |
| 4.00 | Earth work in foundation in dry ordinary soil i/c lift upto 1.50m & lead upto 30m and including backfilling, watering and ramming of excavated soil into the trenches or into the space between the structure and the the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by Engineer-in Charge. | 76 | Cum | 75 ₹5,700 | 80.25 ₹6,099 | 50 ₹3,800 Lowest | 100 ₹7,600 | 50 ₹3,800 Lowest | 75 ₹5,700 | 50 ₹3,800 Lowest | 75 ₹5,700 | 110 ₹8,360 |
| 5.00 | Providing and laying Cement Concrete 1:3:6 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 19 | Cum | 4,000 ₹76,000 | 4,690.61 ₹89,121.64 | 4,500 ₹85,500 | 5,000 ₹95,000 | 5,131.57 ₹97,499.83 | 4,500 ₹85,500 | 5,800 ₹1,10,200 | 3,000 ₹57,000 Lowest | 4,319.6 ₹82,072.4 |
| 6.00 | Providing and laying R.C.C. 1:1.5:3 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 55.5 | Cum | 5,800 ₹3,21,900 | 5,893.56 ₹3,27,092.58 | 6,200 ₹3,44,100 | 6,200 ₹3,44,100 | 7,000 ₹3,88,500 | 5,925 ₹3,28,837.5 | 5,700 ₹3,16,350 | 5,000 ₹2,77,500 Lowest | 6,054.5 ₹3,36,024.75 |
| 7.00 | Providing and laying Cement Concrete 1:2:4 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 42 | Cum | 4,800 ₹2,01,600 | 5,055.75 ₹2,12,341.5 | 5,500 ₹2,31,000 | 5,000 ₹2,10,000 | 6,000 ₹2,52,000 | 4,950 ₹2,07,900 | 6,000 ₹2,52,000 | 4,000 ₹1,68,000 Lowest | 4,989.3 ₹2,09,550.6 |
| 8.00 | Providing and laying Cement Concrete 1:1.5:3 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 3 | Cum | 4,000 ₹12,000 Lowest | 5,893.56 ₹17,680.68 | 6,000 ₹18,000 | 7,200 ₹21,600 | 7,000 ₹21,000 | 5,475 ₹16,425 | 6,000 ₹18,000 | 4,000 ₹12,000 Lowest | 5,560.4 ₹16,681.2 |
| 9.00 | Centering & Shuttering for C.C. work including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 163 | Sqm | 400 ₹65,200 | 621.94 ₹1,01,375.81 | 350 ₹57,050 | 500 ₹81,500 | 380 ₹61,940 | 450 ₹73,350 | 400 ₹65,200 | 300 ₹48,900 Lowest | 560.4 ₹91,345.2 |
| 10.00 | Centering & Shuttering for R.C.C. work including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 105 | Sqm | 600 ₹63,000 | 497.55 ₹52,242.75 | 400 ₹42,000 Lowest | 600 ₹63,000 | 1,080 ₹1,13,400 | 600 ₹63,000 | 550 ₹57,750 | 600 ₹63,000 | 582.82 ₹61,196.1 |
Tender Value
₹13.6 L
EMD Value
₹28,000
Closing Date
30 Jul 2026, 9:00 amClosed
Executive Engineer
UMBDGC KHURJA
construction of V.R.B
2026_UPIDC_1168064_15
04/EE/2026-27
Open Tender
Civil Works
Item Rate
UMBDGC KHURJA
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹28,000
22 Sept 2026
25 Jul 2026
30 Jul 2026
25 Jul 2026
30 Jul 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling brickwork or stone work and cement concrete in cement mortar and including stacking of material within a distance of 60 m as per direction of engineer in charge. | 8 | Cum | - | - |
| 2 | 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, compaction and dressing the surface to the required levels and slopes and also including 1.50m. lift and 200m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 200m. distance as directed by Engineer-in-Charge. | 29 | Cum | - | - |
| 3 | 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, compaction and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance as directed by Engineer-in-Charge. | 26 | Cum | - | - |
| 4 | Earth work in foundation in dry ordinary soil i/c lift upto 1.50m & lead upto 30m and including backfilling, watering and ramming of excavated soil into the trenches or into the space between the structure and the the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by Engineer-in Charge. | 76 | Cum | - | - |
| 5 | Providing and laying Cement Concrete 1:3:6 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 19 | Cum | - | - |
| 6 | Providing and laying R.C.C. 1:1.5:3 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 55.5 | Cum | - | - |
| 7 | Providing and laying Cement Concrete 1:2:4 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 42 | Cum | - | - |
| 8 | Providing and laying Cement Concrete 1:1.5:3 with Cement, coarse sand and crushed stone aggregate including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 3 | Cum | - | - |
| 9 | Centering & Shuttering for C.C. work including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 163 | Sqm | - | - |
| 10 | Centering & Shuttering for R.C.C. work including cost of all material, labour, T&P etc. required for proper completion of work all as specified and directed by Engineer-in-charge. | 105 | Sqm | - | - |
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