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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹27.4 L
EMD Value
₹75,000
Closing Date
27 Apr 2026, 3:00 pmClosed
Executive Engineer
Executive EngineerP. D. P.W.D. Rudrapur
Construction work on the link road connecting Surajpur No 1 to Surajpur No 2 in Gadarpur Constituency Distt. Udham Singh Nagar under State Sector.
2026_pwd_94391_1
703/3AC Date 06.04.2026 (8-4)
Open Tender
Civil Works - Roads
Item Rate
270 days
Gadarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Executive Engineer P. D. P.W.D. Rudrapur
₹75,000
28 Apr 2026
20 Apr 2026
28 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Granular Sub-base with Well Graded
Material (Table 400.1)By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause
401 For Grading I Material | - | Cum | - | - |
| 2 | Maintenance of Earthen shoulder
15-2-1 Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | SQM | - | - |
| 3 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of
sides and bottom and backfilling in trenches with excavated suitable material.Upto 3 m depth | - | Cum | - | - |
| 4 | Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) | - | Meter | - | - |
| 5 | 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 | - | - |
| 6 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | - | SQM | - | - |
| 7 | 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 Case - II : Type B Bitumen (VG-30) | - | SQM | - | - |
| 8 | WBM Grading 2
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 2 as per Technical Specification Clause 405.By Mechanical Means | - | CUM | - | - |
| 9 | 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 Mechanical Means | - | CUM | - | - |
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