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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 CrAdmitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹1.9 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submit required document. |
| Sl No | Description | Qty | Unit | Shri Ram Construction L1 | M/S DOON INFRASTRUCTURE L2 |
|---|---|---|---|---|---|
| 1.00 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 35,877.5 | SQM | 13.4 ₹4.8 L | 25 ₹9.0 L |
| 2.00 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30 | 424 | CUM | 8,359 ₹35.4 L | 9,000 ₹38.2 L |
| 3.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in
proportion 1:4:8 in foundations and floors including supply of all material,
labour and T&P etc. required for proper completion of the work. as per
drawings and technical specifications Clause 802, 803, 1202 & 1203 | 497.5 | CUM | 4,830 ₹24.0 L | 5,000 ₹24.9 L |
| 4.00 | 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. | 725 | SQM | 520 ₹3.8 L | 600 ₹4.3 L |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 33.75 | CUM | 6,370 ₹2.1 L | 6,500 ₹2.2 L |
| 6.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means Cement Concrete | 497.5 | CUM | 620 ₹3.1 L | 700 ₹3.5 L |
| 7.00 | 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. | 4,975 | SQM | 660 ₹32.8 L | 700 ₹34.8 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 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 | 153.75 | CUM | 2,370 ₹3.6 L | 6,000 ₹9.2 L |
| 9.00 | SDBC with hot in plant recycling (HIP) Providing and laying SDBC with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed/recycle aggregates of specified grading, premixed with bituminous binder filler and warm mix additive @ 0.4% by weight of bitumen and filter transporting the hot mix to work site, laying with a hydro static paver finisher with sensor control to the required grade level alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No-508 complete in all respects. Grading II - 10mm using VG - 30 bitumen binder @ 5 % of mix (cubic metre) | 678.02 | CUM | 9,130 ₹61.9 L | 9,500 ₹64.4 L |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
9 Dec 2025, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Improvement work of internal damaged roads of Keshav Road, National Road, Shiv Colony, Dronpuri, Milan Vihar from Prem Nagar Chungi to Mohanpur Powerhouse, Rajat Enclave and Park Road under the Cantt. Constituency of D.Dun Distt. under State Sector.
2025_pwd_88788_1
9373/1C-9/2025, Dated 07/11/2025
Open Tender
Civil Works - Roads
365 days
Cantt. Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹4.1 L
Superintending Engineer, 9th Circle, PWD, Dehradun
19 Dec 2025
10 Nov 2025
9 Dec 2025
10 Nov 2025
9 Dec 2025
25 Nov 2025
25 Nov 2025
Amount
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means Cement Concrete
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.
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
SDBC with hot in plant recycling (HIP) Providing and laying SDBC with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed/recycle aggregates of specified grading, premixed with bituminous binder filler and warm mix additive @ 0.4% by weight of bitumen and filter transporting the hot mix to work site, laying with a hydro static paver finisher with sensor control to the required grade level alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No-508 complete in all respects. Grading II - 10mm using VG - 30 bitumen binder @ 5 % of mix (cubic metre)
M/S DOON INFRASTRUCTURE (BID ID -408759)
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