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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAdmitted-Finance | ₹6.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.5 CrAdmitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹6.5 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L2 | M/s GANI CONSTRUCTION CO. L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling Brick/Tile Work
Dismantling of existing structures like culverts, bridges, retaining walls and otherstructures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. | 110 | Cum | 381 ₹41,910 | 381 ₹41,910 |
| 2.00 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum 494.10 Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. | 3,350 | Cum | 155 ₹5.2 L | 156 ₹5.2 L |
| 3.00 | Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) | 1,760 | Rmt | 14.2 ₹24,992 | 14 ₹24,640 |
| 4.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 2,062.5 | Sqm | 105 ₹2.2 L | 105 ₹2.2 L |
| 5.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 6,480 | Cum | 40 ₹2.6 L | 40 ₹2.6 L |
| 6.00 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A
Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | 1,942 | Cum | 1,607 ₹31.2 L | 1,607 ₹31.2 L |
| 7.00 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening/binding 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 | 814.5 | Cum | 2,615 ₹21.3 L | 2,617 ₹21.3 L |
| 8.00 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening/binding 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 | 814.5 | Cum | 2,725 ₹22.2 L | 2,725 ₹22.2 L |
| 9.00 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transportingthe hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. | 12.5 | Cum | 8,460 ₹1.1 L | 8,462 ₹1.1 L |
| 10.00 | Providing 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. | 1,250 | Sqm | 11 ₹13,750 | 11 ₹13,750 |
Tender Value
₹6.5 Cr
EMD Value
₹13.0 L
Closing Date
15 May 2026, 3:00 pmClosed
Superintending Engineer, Civil Circle PWD Haridwar
Superintending Engineer, Civil Circle PWD Haridwar
Construction of Pedestrian-friendly footpaths connecting Har Ki Pauri to various temples in Haridwar district, under Kumbh Mela 2027.
2026_pwd_94175_1
579/06C-Civil Circle/25 Dated 04.04.2026
Open Tender
Civil Works - Roads
150 days
Haridwar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Manager, PIU PWD
₹13.0 L
Superintending Engineer, Civil Circle PWD Haridwar
30 May 2026
13 Apr 2026
16 May 2026
13 Apr 2026
15 May 2026
30 Apr 2026
13 Apr 2026 - 22 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Dismantling Brick/Tile Work
Dismantling of existing structures like culverts, bridges, retaining walls and otherstructures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. | - | Cum | - | - | |
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum 494.10 Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. | - | Cum | - | - | |
Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) | - | Rmt | - | - | |
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | Sqm | - | - | |
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | - | - | |
Gravel/Soil-Aggregate Base (Table 400.2) Grading A
Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | - | Cum | - | - | |
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening/binding 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 | - | Cum | - | - | |
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening/binding 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 | - | Cum | - | - | |
Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transportingthe hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. | - | Cum | - | - | |
Providing 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. | - | Sqm | - | - |
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