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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC LOWEST QUOTED RATES |
| 2 | L2₹8.8 LRejected-Finance MOHANLALGANJ LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | ₹8.8 L | L2 | Rejected-Finance QUOTED RATES GREATER THAN L1 |
| Sl No | Description | Qty | Unit | UDAY RAJ L1 | m/s mohd. zamil L2 |
|---|---|---|---|---|---|
| 1.00 | Providing, Laying, Spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in camber stages to proper grade and applying and brooming, crushable screening, to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 | 72.23 | Cum | 5,400 ₹3,90,042 Lowest | 5,416.4 ₹3,91,226.57 |
| 2.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 and direction of Engineer-in-charge | 963 | Sqm | 37 ₹35,631 Lowest | 37.69 ₹36,295.47 |
| 3.00 | Providing and applying tack coat with Bitumen VG-30 using Bitumen Pressure Sprayer at the rate of 0.350 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge . | 1,563.63 | Sqm | 19 ₹29,708.97 Lowest | 19.36 ₹30,271.88 |
| 4.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-30) 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 Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge . | 1,563.63 | Sqm | 196 ₹3,06,471.48 Lowest | 198.48 ₹3,10,349.28 |
| 5.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 and direction of Engineer-in-Charge | 1,563.63 | Sqm | 66 ₹1,03,199.58 Lowest | 69.82 ₹1,09,172.65 |
Tender Value
₹8.8 L
EMD Value
₹20,000
Closing Date
12 Mar 2026, 12:00 pmClosed
EXECUTIVE ENGINEER BDSC BARABANKI
EXECUTIVE ENGINEER BDSC BARABANKI
PATCH REPAIR OF METAL ROAD ON LEFT BANK OF SULTANPUR BRANCH BETWEEN KM 25.335 TO 30.500
2026_UPIDC_1120090_1
06/EE/2025-26
Open Tender
Civil Works
Item Rate
15 days
BARABANKI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,151
₹20,000
16 Jul 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, Laying, Spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in camber stages to proper grade and applying and brooming, crushable screening, to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 | 72.23 | Cum | - | - |
| 2 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 and direction of Engineer-in-charge | 963 | Sqm | - | - |
| 3 | Providing and applying tack coat with Bitumen VG-30 using Bitumen Pressure Sprayer at the rate of 0.350 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge . | 1,563.63 | Sqm | - | - |
| 4 | Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-30) 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 Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge . | 1,563.63 | Sqm | - | - |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 and direction of Engineer-in-Charge | 1,563.63 | Sqm | - | - |
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