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Tender Value
₹9.1 L
EMD Value
₹18,220
Closing Date
9 Jul 2026, 12:00 pm
Similar tender results from the same govt authority in the past 3 years.
EE
VIKAS BHAWAN VARANASI
Goppur men road se shri sunil ke vidhyalay tak interlocking/sadak nirman karya
2026_REDUP_1162425_26
864 DATE 12-06-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹18,220
Yes
24 Jun 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
9 Jul 2026
24 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1E/w in cutting or embankment in o/s excavation to be the form of regural pits not exceeding 1/2meter(20") in depth and ew in embankment to be in 20cm layer including ramming and dressing the surface to required levels and slopes and also including 1.50m lift and 30m lead the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by E/I I/c as per S.I no 253 including cartage upto 3.00km | ||||||
| 2S&L of Rcc hume pipe NP-3 including collars/spigot & socketed type joints , confirming to BIS specification as per IS:458:2003 AS per uppwd S.I no 26 | ||||||
| 2.01 | 350mm nominal dia rcc hume pipe | - | Rm | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | cum | 0.6 | - | BI01010001010000000000000515BI0100001116 |
| 4 | Providing, 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. | - | cum | 1 | - | BI01010001010000000000000515BI0100001117 |
| 5Construction 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 | ||||||
| 6Supply and fixing imformatory sign board . | ||||||
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sbd.pdf
Tender Documents • 1.26 MB
BOQ_2178849.xls
BOQ • 0.25 MB
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