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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹18.3 L+₹970 (0.05%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹18.3 L+₹2,405.82 (0.13%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹18.9 L+₹60,839 (3.33%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MOHD ISRAIL L3 | Lalit Kumar Rajani Thekedar L2 | M/s Vikas Builders L4 | AADYA ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.01 | roviding, laying, spreading compacting stone aggregates of specific water bound macadam sizes specification 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 (with 22.4 53 mm size st. ballast) as per Technical Specification Clause 405. | 172 | Cum | 3,981.53 ₹6,84,823.16 | 3,450 ₹5,93,400 | 3,500 ₹6,02,000 | 1,000 ₹1,72,000 Lowest |
| 1.02 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification Clause 502. | 2,570 | Sqm | 68.18 ₹1,75,222.6 | 80 ₹2,05,600 | 65 ₹1,67,050 | 10 ₹25,700 Lowest |
| 1.03 | Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,855 | Sqm. | 26.16 ₹74,686.8 | 30 ₹85,650 | 25 ₹71,375 | 20 ₹57,100 Lowest |
| 1.04 | Providing, laying and rolling of open-graded premix Surfacing of 20 mm thickness (av.) composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less then 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades as per Technical Specification Clause 510. | 2,855 | Cum | 195.05 ₹5,56,867.75 Lowest | 240 ₹6,85,200 | 240 ₹6,85,200 | 500 ₹14,27,500 |
| 1.05 | Providing and laying of premix sand seal coat by HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.75 mm size and penetation bitumen suitable grade as per Technical Specification Clause 511. | 2,855 | Sqm. | 65.69 ₹1,87,544.95 | 80 ₹2,28,400 | 90 ₹2,56,950 | 44 ₹1,25,620 Lowest |
| 1.06 | Earth work in repairing Shoulder filling in embankment in ordinary soil, earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes Cum 1 and also including 1.50m lift and lead 30 mtr. including cost of all labour T&P etc. as directed by Engineer-in-Charge.as directed by Engineer-in-charge | 1,064 | Cum | 143.29 ₹1,52,460.56 | 30 ₹31,920 | 101 ₹1,07,464 | 20 ₹21,280 Lowest |
Tender Value
Refer Docs
EMD Value
₹46,000
Closing Date
9 Oct 2026, 10:30 amClosed
Executive Engineer
Office Executive Engineer Sharda Sagar Division Pilibhit
Sharda Sagar Khand, Pilibhit ke antargat Kailash rajvah ke Km. 28.500 se Km. 29.200 evam Km.31.992 se Km. 36.920 ke madhya sadak ki gaddhamukti ka karya.
2026_UPIDC_1189959_4
03/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
30 days
Pilibhit
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹46,000
12 Oct 2026
26 Sept 2026
9 Oct 2026
26 Sept 2026
9 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | roviding, laying, spreading compacting stone aggregates of specific water bound macadam sizes specification 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 (with 22.4 53 mm size st. ballast) as per Technical Specification Clause 405. | 172 | Cum | - | - |
| 1.02 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification Clause 502. | 2,570 | Sqm | - | - |
| 1.03 | Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,855 | Sqm. | - | - |
| 1.04 | Providing, laying and rolling of open-graded premix Surfacing of 20 mm thickness (av.) composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less then 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades as per Technical Specification Clause 510. | 2,855 | Cum | - | - |
| 1.05 | Providing and laying of premix sand seal coat by HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.75 mm size and penetation bitumen suitable grade as per Technical Specification Clause 511. | 2,855 | Sqm. | - | - |
| 1.06 | Earth work in repairing Shoulder filling in embankment in ordinary soil, earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes Cum 1 and also including 1.50m lift and lead 30 mtr. including cost of all labour T&P etc. as directed by Engineer-in-Charge.as directed by Engineer-in-charge | 1,064 | Cum | - | - |
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