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Tender ID
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
8 Apr 2026, 12:00 pmClosed
Executive Engineer
Con. Div. PWD Gauchar
Renewal work by PC at Ujjwalpur-Bainoli Motor Road (VR.) (Km. 6 (70 m.), 7, 8, 9, 10)
2026_pwd_93702_1
435/15AC Dated 28-03-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Block Karanprayag
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Yes
EE CD PWD Gauchar (Chamoli)
₹1.1 L
Yes
31 Mar 2026
31 Mar 2026
8 Apr 2026
31 Mar 2026
8 Apr 2026
31 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 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. By Manual Means | |||||
| 2Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 3Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 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. Case - I By Manual Means Bitumen (VG-10) | |||||
| 5Seal Coat with emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A, Type B and Type C as perTechnical Specification Clause 510 | |||||
| 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 Manual Means hance 113.400/0.40=255.75x0.18sqm=51.03 say 51.00/rmt | |||||
| 7Maintenance of Earthen shoulder (filling with fresh selectedsoil) Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting withappropriateequipment at OMC upto a lead of 1000 m as per technical specification Clause1903 | |||||
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