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Tender ID
Tender Value
₹21.6 L
EMD Value
₹51,000
Closing Date
10 Apr 2026, 12:00 pmClosed
EE PD PWD Champawat
office of the EE PD PWD Champawatr
Renovation work by Coldmix in km 5 and km 6 of Swala Gurjila under the annual maintenance year 2026-27.
2026_pwd_93573_4
528/5AC date 25-03-2026
Open Tender
Civil Works - Roads
Item Rate
120 days
champawat
As per technical documents
3 documents required · 3 mandatory
₹2,360
EE PD PWD Champawat
₹51,000
27 Mar 2026
27 Mar 2026
10 Apr 2026
28 Mar 2026
10 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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 1 as per Technical Specification Clause 405. By Mechanical Means[Grading of no-3] (22.4-53 mm size). | - | Cum | - | - |
| - | Interlocking 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. | - | sqm | - | - |
| - | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) | - | Cum | - | - |
| - | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm | - | - |
| - | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | - | Sqm | - | - |
| - | Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 | - | Sqm | - | - |
| - | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | Cum | - | - |
| - | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40sqm 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 | - | Rmt | - | - |
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