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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC 13 MEERA ENCLAVE GARH ROAD MEERUT | ₹25.4 L | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹26.4 LRejected-Finance 784 | ₹26.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹27.6 LRejected-Finance 39 F NEW REVENUE COLONY ACHALPUR KADIPUR SADAR PRATAPGARH | PRATAPGARH | PRATAPGARH | UTTAR PRADESH | ₹27.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹27.7 LRejected-Finance 511 1 PHOOL BAGH COLONY MEERUT | ₹27.7 L | L4 | Rejected-Finance L4 |
Tender Value
₹34.3 L
EMD Value
₹3.4 L
Closing Date
8 Apr 2026, 4:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Special repair work of Fatehpur Narayan Road from Garh Meerut Road
2026_CEMRT_1132930_4
4809/11Cashier-MC PD Meerut Dt 04-10-25
Open Tender
Civil Works - Roads
60 days
EE PD PWD MEERUT
CLASS A,B,C
3 documents required · 3 mandatory
₹2,714
₹3.4 L
SE MEERUT CIRCLE PWD MEERUT
23 Apr 2026
3 Apr 2026
8 Apr 2026
3 Apr 2026
8 Apr 2026
3 Apr 2026
3 Apr 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 |
|---|---|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (For Grading-III) including all material, labour, taxes but excluding GST | - | cum | - | - |
| 2 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 including all material, labour, taxes but excluding GST | - | sqm | - | - |
| 3 | Providing and laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specific ations 508 including all material, labour, taxes but excluding GST | - | sqm | - | - |
| 4 | Providing and laying seal coat by manual means with VG-10 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 including all material, labour, taxes but excluding GST | - | sqm | - | - |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | - | cum | - | - |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2114765.xls
BOQ • 0.23 MB
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