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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
2 Apr 2026, 1:30 pmClosed
EE PD PWD Pithoragarh
EE PD PWD Pithoragarh
Renewal by P.C in Nainipatal Madmanle Kathpatiya Daubans motor road in Km 1.00 to Km 5.00 under AR 2026-27.
2026_pwd_93398_4
725/5AC Dated 18-03-2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Pithoragarh
Bid documents
3 documents required · 3 mandatory
₹4,720
EE PD PWD Pithoragarh
₹1.2 L
2 Apr 2026
20 Mar 2026
2 Apr 2026
20 Mar 2026
2 Apr 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WBM 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 Mechanical Means | |||||
| 2Maintenance 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. | |||||
| 3Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | |||||
| 420mm 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. Bitumen (VG-10) | |||||
| 5Seal 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 Case - II : Type B Bitumen (VG-10) | |||||
| 6Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 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. | |||||
| 7Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | |||||
| 8Plain/reinforced cement concrete in Open Foundation completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m).Grade M20 Nominal mix (1:2:4) | |||||
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finance_110567.pdf
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Tendernotice_1.pdf
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BIDNainipatalMadmanle.pdf
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BOQ_110567.xls
BOQ • 0.35 MB
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