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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹12.8 L+₹26,756 (2.14%)Admitted-Finance NIVASI MAIN TIRAHA KE PAS SANT NAGAR DISTRICT FIROZABAD | FIROZABAD | UTTAR PRADESH | 224172 | L2 | Admitted-Finance | |
| 3 | L3₹13.5 L+₹98,127 (7.85%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹13.8 L+₹1.3 L (10.2%)Admitted-Finance N A | NA | NA | 121004 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ASTHA ENGEENEARING WORKS L3 | K D SOLUTION L4 | M/S JAI DURGE MAA CONTRACTOR L2 | SHRI KRISHAN CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of 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 upto a distance of 30M from the foundation trenches. | 175 | Cum | 60 ₹10,500 | 190 ₹33,250 | 70 ₹12,250 | 20 ₹3,500 Lowest |
| 2.00 | Providing and Laying Cement Concrete M-15(1:2:4) and curing complete I/C all cost of material, labour and T.& P. etc. complete. As directed by the Engineer-in-charge | 22.5 | Cum | 5,100 ₹1,14,750 | 5,400 ₹1,21,500 | 4,300 ₹96,750 Lowest | 5,000 ₹1,12,500 |
| 3.00 | Brick work in 1:3 cement mortar up to 3 M lift and 60 M lead of material. | 212.4 | Cum | 5,400 ₹11,46,960 | 5,150 ₹10,93,860 | 5,190 ₹11,02,356 | 5,000 ₹10,62,000 Lowest |
| 4.00 | Providing and Laying Reinforced Concrete M-25 (1:1:2) and curing complete I/C all cost of material,labour and T.& P. etc. complete. As directed by the Engineer-in-charge | 3.15 | Cum | 5,300 ₹16,695 | 7,000 ₹22,050 | 700 ₹2,205 Lowest | 5,000 ₹15,750 |
| 5.00 | Cutting, Bending, Binding cutting & Placing of reinforcement including binding wire also including cost of steel Fe 500.As directed by the Engineer-in-charge | 0.25 | mt | 70,000 ₹17,500 | 70,000 ₹17,500 | 7,700 ₹1,925 Lowest | 60,000 ₹15,000 |
| 6.00 | Centering & Shuttering for R.C.C. work including cost of centering and shuttering up to 3 m height .As directed by the Engineer-in-charge | 35.7 | Sqm | 400 ₹14,280 Lowest | 500 ₹17,850 | 700 ₹24,990 | 500 ₹17,850 |
| 7.00 | E/W in filling for making bundha, diversion and embankment in ordinary soil.excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming 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 within 30m distance as directed by Engineer- in-Charge. | 401 | Cum | 52 ₹20,852 | 150 ₹60,150 | 70 ₹28,070 | 50 ₹20,050 Lowest |
| 8.00 | Dismantling brick work or stone work and cement concrete in cement mortar and including stacking of material with in a distance of 60M as per direction of Engineer-in-charge | 16.2 | Cum | 400 ₹6,480 | 700 ₹11,340 | 500 ₹8,100 | 200 ₹3,240 Lowest |
Tender Value
₹16.4 L
EMD Value
₹32,800
Closing Date
21 Sept 2026, 1:00 pmClosed
Neeraj Kumar Singh
Lower Division Agra Canal Agra
Construction of retaining walls from km 0.000 to km 0.040 of the Daulatabad Escape (on both sides).
2026_UPIDC_1185470_5
04/EE/2026-27
Open Tender
Civil Works - Canal
Item Wise
30 days
Construction of retaining walls from km 0.000 to k
Reffer by tender
3 documents required · 3 mandatory
₹354
₹32,800
Yes
28 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
21 Sept 2026
14 Sept 2026
14 Sept 2026 - 21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of 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 upto a distance of 30M from the foundation trenches. | 175 | Cum | - | - |
| 2 | Providing and Laying Cement Concrete M-15(1:2:4) and curing complete I/C all cost of material, labour and T.& P. etc. complete. As directed by the Engineer-in-charge | 22.5 | Cum | - | - |
| 3 | Brick work in 1:3 cement mortar up to 3 M lift and 60 M lead of material. | 212.4 | Cum | - | - |
| 4 | Providing and Laying Reinforced Concrete M-25 (1:1:2) and curing complete I/C all cost of material,labour and T.& P. etc. complete. As directed by the Engineer-in-charge | 3.15 | Cum | - | - |
| 5 | Cutting, Bending, Binding cutting & Placing of reinforcement including binding wire also including cost of steel Fe 500.As directed by the Engineer-in-charge | 0.25 | mt | - | - |
| 6 | Centering & Shuttering for R.C.C. work including cost of centering and shuttering up to 3 m height .As directed by the Engineer-in-charge | 35.7 | Sqm | - | - |
| 7 | E/W in filling for making bundha, diversion and embankment in ordinary soil.excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming 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 within 30m distance as directed by Engineer- in-Charge. | 401 | Cum | - | - |
| 8 | Dismantling brick work or stone work and cement concrete in cement mortar and including stacking of material with in a distance of 60M as per direction of Engineer-in-charge | 16.2 | Cum | - | - |
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