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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance N K TOWER NEAR KARGICHOWK DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | L1 | Admitted-Finance | |
| 2 | L2₹4.4 Cr+₹70.8 L (19.0%)Admitted-Finance 5 A WEST REST CAMP DEHRADUN | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected. |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L2 | ANSHUMAN CONSTRUCTION COMPANY PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00Providing 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. | |||||
| 1.01 | Lambarpur - Barotiwala-Vikasnagar road, km 4 to 8 (600m) | 35,420 | Sqm | 35 ₹12,39,700 | 27 ₹9,56,340 Lowest |
| 1.02 | Laxmipur-Barotiwala-Ambadi road, km 1 to 5 (862m) | 37,437.4 | Sqm | 35 ₹13,10,309 | 27 ₹10,10,809.8 Lowest |
| 1.03 | From Vikasnagar to Dakpathar No. 1 Bridge, Km 1, 2 (200m) | 9,240 | Sqm | 35 ₹3,23,400 | 27 ₹2,49,480 Lowest |
| 2.00Bituminous 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 | |||||
| 2.01 | Lambarpur - Barotiwala-Vikasnagar road, km 4 to 8 (600m) | 80.5 | cum | 13,000 ₹10,46,500 | 11,500 ₹9,25,750 Lowest |
| 2.02 | Laxmipur-Barotiwala-Ambadi road, km 1 to 5 (862m) | 85.09 | cum | 13,000 ₹11,06,170 | 11,500 ₹9,78,535 Lowest |
| 2.03 | From Vikasnagar to Dakpathar No. 1 Bridge, Km 1, 2 (200m) | 21 | cum | 13,000 ₹2,73,000 | 11,500 ₹2,41,500 Lowest |
| 3.00Providing 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 respectsGrading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | |||||
| 3.01 | Lambarpur - Barotiwala-Vikasnagar road, km 4 to 8 (600m) | 845.25 | cum | 19,000 ₹1,60,59,750 | 16,000 ₹1,35,24,000 Lowest |
Tender Value
₹2.7 Cr
EMD Value
₹6.2 L
Closing Date
30 Apr 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Renewal by SDBC on the following motor roads under Vikasnagar Constituency under Annual Repair (i) Lambarpur Barotiwala Vikasnagar road (ii) Laxmipur Barotiwala Ambadi road (iii) From Vikasnagar to Dakpathar No. 1 Bridge motor road.
2026_pwd_94542_1
1852/1C-9/2026, Dated 23/03/2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Vikasnagar constituency
As per Technical Bid
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Cons.Div., PWD, Dehradun
₹6.2 L
Superintending Engineer, 9th Circle, PWD, Dehradun
30 May 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
30 Apr 2026
25 Apr 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. 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. | - | - | - | - |
| - | Lambarpur - Barotiwala-Vikasnagar road, km 4 to 8 (600m) | - | Sqm | - | - |
| - | Laxmipur-Barotiwala-Ambadi road, km 1 to 5 (862m) | - | Sqm | - | - |
| - | From Vikasnagar to Dakpathar No. 1 Bridge, Km 1, 2 (200m) | - | Sqm | - | - |
| - | 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 | - | - | - | - |
| - | Lambarpur - Barotiwala-Vikasnagar road, km 4 to 8 (600m) | - | cum | - | - |
| - | Laxmipur-Barotiwala-Ambadi road, km 1 to 5 (862m) | - | cum | - | - |
| - | From Vikasnagar to Dakpathar No. 1 Bridge, Km 1, 2 (200m) | - | cum | - | - |
| - | 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 respectsGrading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | - | - | - | - |
| - | Lambarpur - Barotiwala-Vikasnagar road, km 4 to 8 (600m) | - | cum | - | - |
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