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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC BAISUHIYA MEWALI MIRZAPUR | ₹19.7 L | L1 | Accepted-AOC SECURITY SUBMMITED BY CONTRACTOR |
| 2 | L2₹22.1 L+₹2.3 L (11.9%)Rejected-Finance | ₹22.1 L+₹2.3 L (11.9%) | L2 | Rejected-Finance L2 |
| 3 | L3₹22.5 L+₹2.7 L (13.8%)Rejected-Finance | ₹22.5 L+₹2.7 L (13.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹32.1 L+₹12.3 L (62.5%)Rejected-Finance GORAKHPUR | UTTAR PRADESH | 273001 | ₹32.1 L+₹12.3 L (62.5%) | L4 | Rejected-Finance L4 |
Tender Value
₹33.8 L
EMD Value
₹3.4 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
General Repair and Renewal with PC of RPK Km 8 to Ghewal Tarawa Sandi Marg ODR
2026_CEMRZ_1128663_2
1106/53 com circle date 7.3.2026
Open Tender
Civil Works
Fixed-rate
60 days
EE PD PWD SONBHADRA
AS ER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹3.4 L
Yes
25 May 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 2Providing and applying primer coat with bitumen emulsion (SS-1) 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 Technical Specification Clause 502 (inc cost of Emulsion) | |||||
| 3Providing and applying tack coat with viscosity grade bitumen ( VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 4Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates using viscosity grade bitumen (VG-10) @ 1.46 kg / sqm. 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 Technical Specification Clause 508 Case II (i)By Mechanical Means.(inc cost of bitumen) | |||||
| 5Seal Coat 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 Case II (i) By Mechanical means (inc cost of bitumen) | |||||
| 6Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | |||||
| 7Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | |||||
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BOQ_2105087.xls
BOQ • 0.23 MB
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