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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹13.8 L+₹1.6 L (12.9%)Rejected-Finance NEW BASANTO DEVPURA MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.2 L+₹7.0 L (56.7%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹19.3 L+₹7.0 L (57.4%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | M/S KARTKEYA CONTRACTORS L3 | m/s yashraj contractor L2 | Sri Anil Kumar L4 | DAKSHA CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation of Service Road | |||||||
| 1.01 | uprooting jhund and moonj with with disposal away from site | 2,677.5 | SQM | 34.01 ₹91,061.78 | 25 ₹66,937.5 | 33 ₹88,357.5 | 15.11 ₹40,457.03 Lowest |
| 1.02 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. | 1,531.8 | CUM | 71 ₹1,08,757.8 | 35 ₹53,613 Lowest | 72 ₹1,10,289.6 | 36.21 ₹55,466.48 |
| 1.03 | Providing and applying tackcoat with bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including all cost of labour T&P, material, carriage cost, compection,etc. required to complete the work at site , as per direction of engineer in charge. | 4,766.75 | SQM | 30 ₹1,43,002.5 | 20 ₹95,335 | 30.29 ₹1,44,384.86 | 18.11 ₹86,325.84 Lowest |
| 1.04 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 4,766.75 | SQM | 241 ₹11,48,786.75 | 180 ₹8,58,015 | 241.92 ₹11,53,172.16 | 146.99 ₹7,00,664.58 Lowest |
| 1.05 | Providing and laying seal coat sealing the voids on bituminious( VG-10) surface laid to the specified levels, grade and cross falls using Type C, including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge. | 4,766.75 | SQM | 90.02 ₹4,29,102.84 | 65 ₹3,09,838.75 Lowest | 90.95 ₹4,33,535.91 | 71.91 ₹3,42,776.99 |
Tender Value
₹19.4 L
EMD Value
₹1.9 L
Closing Date
8 Oct 2026, 3:00 pmClosed
EE
EE MD LGC MAINPURI
Renovation of Service Road of Kanpur Branch . From km. 16.200 to 17.730 for the year 2026-2027
2026_UPIDC_1192225_1
03/E.E./2026-27 (Renovation of Service Road)
Open Tender
Civil Works - Roads
Item Rate
MAINPURI
Please refer Tender documents.
2 documents required · 2 mandatory
₹354
₹1.9 L
Yes
06.10.2026
19 Oct 2026
3 Oct 2026
8 Oct 2026
3 Oct 2026
8 Oct 2026
3 Oct 2026
6 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation of Service Road | |||||
| 1.01 | uprooting jhund and moonj with with disposal away from site | 2,677.5 | SQM | 35 | ₹93,712.5 |
| 1.02 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. | 1,531.8 | CUM | 72 | ₹1,10,289.6 |
| 1.03 | Providing and applying tackcoat with bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including all cost of labour T&P, material, carriage cost, compection,etc. required to complete the work at site , as per direction of engineer in charge. | - | SQM | 30.29 | - |
| 1.04 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | - | SQM | 241.92 | - |
| 1.05 | Providing and laying seal coat sealing the voids on bituminious( VG-10) surface laid to the specified levels, grade and cross falls using Type C, including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge. | - | SQM | 90.95 | - |
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