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Tender ID
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
27 Mar 2026, 2:00 pmClosed
Executive Engineer
Office of the E.E., C.D., P.W.D., Nainital
Renewal work by PC in KM. 49 to 52 of SH 71 motor road
2026_pwd_92544_1
386_12AC_dt._20_02_2026_3
Open Tender
Civil Works - Roads
Item Rate
180 days
Nainital
As per attached Condition
2 documents required · 2 mandatory
₹4,720
Executive Engineer, C.D., P.W.D., Nainital
₹1.5 L
28 Feb 2026
28 Feb 2026
27 Mar 2026
28 Feb 2026
27 Mar 2026
28 Feb 2026
28 Feb 2026 - 27 Mar 2026
Water Bound Macadam with Crushable Screenings 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 materials 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
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
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.By Mechanical Means by Paver finehser
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 Mechanical Means
Surface 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.Mechanical Means
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes
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