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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance CHANDAN SINGH | Not Admitted-Fee/PreQual/Technical/Finance Others-Bid Physically not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Fee E-Challan Deposit other Department |
Tender Value
₹51.0 L
EMD Value
₹1.1 L
Closing Date
16 Feb 2026, 5:00 pmClosed
Executive Engineer PD PWD Karanprayag
Executive Engineer PD PWD Karanprayag
Under A.R. 2026-27 Renewal Work by PC in Lwani Ramni Motor Road in Km 1.00 to 3.250
2026_pwd_91520_1
198/2AC Dated 30/01/2026
Open Tender
Civil Works - Roads
Item Rate
60 days
Block-Nandanagar (Ghat)
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer, PD PWD Karanprayag
₹1.1 L
17 Feb 2026
2 Feb 2026
17 Feb 2026
2 Feb 2026
16 Feb 2026
2 Feb 2026
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, 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 either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Manual Means
Maintenance of Earhen shoulder (stripping of excess soil) Stripping 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
finance_108412.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.46 MB
ConditionPC.pdf
Tender Documents • 0.23 MB
BOQ_108412.xls
BOQ • 0.25 MB
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