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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC GAVE UPEDA PO FIROZABAD UTTAR PRADESH | FIROZABAD | UTTAR PRADESH | 224172 | ₹2.6 Cr | L1 | Accepted-AOC FIRST LOWEST |
| 2 | L2₹2.6 Cr+₹3.2 L (1.24%)Rejected-Finance NAGLA GANGARAM JHAPARA TEHSIL JASRANA FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹2.6 Cr+₹3.2 L (1.24%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹2.8 Cr+₹14.2 L (5.42%)Rejected-Finance KARAHAL ROAD MAINPURI U P | MAINPURI | UTTAR PRADESH | 205001 | ₹2.8 Cr+₹14.2 L (5.42%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | Rejected-Technical ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical LESS VALUE EXPERIENCE OF ONE WORK |
| Sl No | Description | Qty | Unit | M/S VINOD KUMAR CONTRACTOR L3 | AK ENTERPRISES L2 | M/s SHRI MAHIPAL SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Uprooting Jhunds and Moonj with disposal away from site | 24,637 | Sqm | 34.5 ₹8,49,976.5 | 30 ₹7,39,110 | 25 ₹6,15,925 Lowest |
| 2.00 | Providing and Filling empty cement bags with local earth/RBM/Silt, hand sewing with suja & sutli and placing in position within 60M royalty etc. complete. | 5,280 | Each | 13.8 ₹72,864 | 15 ₹79,200 | 10 ₹52,800 Lowest |
| 3.00 | Dagbelling 7.5 CM Deep | 14.6 | KM | 344 ₹5,022.4 | 310 ₹4,526 | 300 ₹4,380 Lowest |
| 4.00 | 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 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/Daula or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge. | 3,613 | Cum | 5.9 ₹21,316.7 Lowest | 51 ₹1,84,263 | 50 ₹1,80,650 |
| 5.00 | Earth work in filling in all type of soil with lift upto 1.5 m & lead up to 500 m with all dressing ramming proper compaction upto required level & slope i/c cost of earth all taxes, labour, T&P etc. required for proper completion of work | 1,788 | Cum | 329 ₹5,88,252 | 290 ₹5,18,520 | 280 ₹5,00,640 Lowest |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45-90 mm to water bound macadam specification (WBM Grading-1) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (Grading-1 as per Technical Specification Clause 404)-Mechanical Means | 2,168 | Cum | 3,334 ₹72,28,112 | 3,100 ₹67,20,800 Lowest | 3,100 ₹67,20,800 Lowest |
| 7.00 | Providing, laying, spreading and compacting stone aggregates of (45-63 mm) specific sizes to water bound macadam specification (WBM Grading-2) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.
Grading 2 as per Technical Specification Clause 405 (A)-Mechanical Means | 1,642 | Cum | 3,588 ₹58,91,496 | 3,450 ₹56,64,900 Lowest | 3,450 ₹56,64,900 Lowest |
| 8.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification (WBM Grading-3) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.
Grading-3 as per Technical Specification Clause 405-Mechanical Means | 1,642 | Cum | 3,440 ₹56,48,480 | 3,280 ₹53,85,760 Lowest | 3,280 ₹53,85,760 Lowest |
| 9.00 | Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.60 Kg/Sqm using mechanical means as per Technical Specification Clause 502. (By Mechanical Means) | 21,900 | Sqm | 42.5 ₹9,30,750 | 50 ₹10,95,000 | 40 ₹8,76,000 Lowest |
| 10.00 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. including cost of bitumen, all material, labour etc. required for complete of the work. (By Mechanical Means) | 21,900 | Sqm | 17.9 ₹3,92,010 | 15 ₹3,28,500 Lowest | 16 ₹3,50,400 |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
16 Feb 2026, 3:00 pmClosed
SE IWC MATHURA
SE IWC CIVIL LINE MATHURA
Construction of metalled service road of Dagheta Dy. From km. 17.500 to 24.800
2025_UPIDC_1098827_3
10/SE/2025-26
Open Tender
Civil Works
Item Wise
45 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,734
₹5.6 L
23 Mar 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting Jhunds and Moonj with disposal away from site | 24,637 | Sqm | - | - |
| 2 | Providing and Filling empty cement bags with local earth/RBM/Silt, hand sewing with suja & sutli and placing in position within 60M royalty etc. complete. | 5,280 | Each | - | - |
| 3 | Dagbelling 7.5 CM Deep | 14.6 | KM | - | - |
| 4 | 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 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/Daula or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge. | 3,613 | Cum | - | - |
| 5 | Earth work in filling in all type of soil with lift upto 1.5 m & lead up to 500 m with all dressing ramming proper compaction upto required level & slope i/c cost of earth all taxes, labour, T&P etc. required for proper completion of work | 1,788 | Cum | - | - |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45-90 mm to water bound macadam specification (WBM Grading-1) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (Grading-1 as per Technical Specification Clause 404)-Mechanical Means | 2,168 | Cum | - | - |
| 7 | Providing, laying, spreading and compacting stone aggregates of (45-63 mm) specific sizes to water bound macadam specification (WBM Grading-2) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.
Grading 2 as per Technical Specification Clause 405 (A)-Mechanical Means | 1,642 | Cum | - | - |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification (WBM Grading-3) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.
Grading-3 as per Technical Specification Clause 405-Mechanical Means | 1,642 | Cum | - | - |
| 9 | Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.60 Kg/Sqm using mechanical means as per Technical Specification Clause 502. (By Mechanical Means) | 21,900 | Sqm | - | - |
| 10 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. including cost of bitumen, all material, labour etc. required for complete of the work. (By Mechanical Means) | 21,900 | Sqm | - | - |
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