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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-Finance | ₹8.6 L | L1 | Accepted-Finance Accepted due to L1 |
| 2 | L2₹8.7 LRejected-Finance C 57 AWAS VIKAS COLONY SITAPUR | ₹8.7 L | L2 | Rejected-Finance Rejected due to higher rate L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10.2 L
EMD Value
₹1.0 L
Closing Date
28 Mar 2026, 6:55 pmClosed
EE CD PWD Sitapur
Office of the EE CD PWD Sitapur
Renewal of Nevada Link Road
2026_CEUCZ_1129409_1
1836/E- Tender/ 2025-26 Dt- 19-03-2026
Open Tender
Civil Works - Roads
60 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹1.0 L
Yes
18 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 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 |
|---|---|---|---|---|---|
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density | - | Cum | - | - | |
Providing and applying tack coat with bitumen VG-10 using Bitumen Boiler with sprayer at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom as per MoRT & H Specifications Clause 503 complete in all respects. | - | Sqm | - | - | |
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . | - | Sqm | - | - | |
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . | - | Sqm | - | - | |
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 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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BOQ_2106724.xls
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T1.pdf
Tender Documents • 1.35 MB
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