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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹89.2 L+₹1.8 L (2.05%)Admitted-Fee/PreQual/Technical/Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹90.5 L+₹3.0 L (3.48%)Admitted-Fee/PreQual/Technical/Finance 5 A WEST REST CAMP DEHRADUN | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹91.8 L+₹4.4 L (5.01%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹98.8 L+₹11.3 L (12.9%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L2 | Shri Ram Construction L5 | Ms Kay Kay Construction L4 | M/S DOON INFRASTRUCTURE L3 | GIRISH KUMAR BHARDWAJ L6 | M/S KRISHNA CONSTRUTION L1 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 35,949.38 | Sqm | 12 ₹4,31,392.56 | 12.76 ₹4,58,714.09 | 10 ₹3,59,493.8 | 12.76 ₹4,58,714.09 | 13 ₹4,67,341.94 | 7 ₹2,51,645.66 Lowest |
| 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 | 85.59 | Cum | 7,000 ₹5,99,130 | 7,618 ₹6,52,024.62 | 2,000 ₹1,71,180 Lowest | 7,626 ₹6,52,709.34 | 6,999 ₹5,99,044.41 | 7,000 ₹5,99,130 |
| 3.00 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the 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. 508 complete in all respects using Shredded Waste Plastic material Grading I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 % of mix) | 898.74 | Cum | 8,125 ₹73,02,262.5 | 9,252 ₹83,15,142.48 | 9,200 ₹82,68,408 | 8,000 ₹71,89,920 Lowest | 8,499 ₹76,38,391.26 | 8,400 ₹75,49,416 |
| 4.00 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 190 | 8,667 | Sqm | 10 ₹86,670 | 13.78 ₹1,19,431.26 | 5 ₹43,335 Lowest | 13.8 ₹1,19,604.6 | 380 ₹32,93,460 | 7 ₹60,669 |
| 5.00 | 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 hole | 1,261.5 | Sqm | 400 ₹5,04,600 | 262 ₹3,30,513 | 270 ₹3,40,605 | 498 ₹6,28,227 | 499 ₹6,29,488.5 | 225 ₹2,83,837.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
23 Mar 2026, 2:00 pmClosed
Executive Engineer
EE, CD, PWD, Roorkee.
Renewal work by SDBC from km 1 (550M), 2, 3, 4, 5 (300M), 6 (800M) and 8 of Bhagwanpur-Sikhrodha to Khedi Shikohpur via Dada Patti Dada Jalalpur road under annual maintenance Year 2026-27 (Job-2).
2026_pwd_93050_2
429/2A dt. 06.03.2026
Open Tender
Civil Works
Item Rate
90 days
Bhagwanpur
As per condition
2 documents required · 2 mandatory
₹4,720
EE, CD, PWD, Roorkee (through E-Challan)
₹2.8 L
27 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
23 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 35,949.38 | Sqm | - | - |
| 2 | 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 | 85.59 | Cum | - | - |
| 3 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the 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. 508 complete in all respects using Shredded Waste Plastic material Grading I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 % of mix) | 898.74 | Cum | - | - |
| 4 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 190 | 8,667 | Sqm | - | - |
| 5 | 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 hole | 1,261.5 | Sqm | - | - |
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