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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.6 LAccepted-AOC MIRZAPUR UTTAR PRADESH UP | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹3.6 L | l1 | Accepted-AOC accept |
| 2 | l2₹3.8 LRejected-Finance ADOT JOGIA BARI JADAL PUR MIRZAPUR | MIRZAPUR | UTTAR PRADESH | 231001 | ₹3.8 L | l2 | Rejected-Finance rate |
| 3 | l3₹4.1 LRejected-Finance | ₹4.1 L | l3 | Rejected-Finance rate |
| 4 | L4₹4.1 LRejected-Finance ME SAHIA GELA MIRZAPUR UTTAR PRADESH INDIA | PILIBHIT | UTTAR PRADESH | 262001 | ₹4.1 L | L4 | Rejected-Finance rate |
| 5 | L5₹4.3 LRejected-Finance | ₹4.3 L | L5 | Rejected-Finance rate |
Tender Value
₹4.8 L
EMD Value
₹48,000
Closing Date
31 Mar 2026, 12:00 pmClosed
EE CD2 PWD MIRZAPUR
EE CD2 PWD MIRZAPUR
RENEWAL
2026_CEMRZ_1129219_26
713/2A dt 07-03-2026
Open Tender
Civil Works
60 days
MIRZAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
Yes
₹48,000
Yes
EE CD2 PWD MIRZAPUR
5 Jun 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
24 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 22.4-53mm 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/binding materials 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 tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.25kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 3Providing, 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 Type C as per Technical Specification Clause 508. | |||||
| 4Providing 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 | |||||
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2106639.xls
BOQ • 0.34 MB
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