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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAdmitted-Fee/PreQual/Technical/Finance 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹42.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹43.2 L+₹85,800 (2.03%)Admitted-Fee/PreQual/Technical/Finance | ₹43.2 L+₹85,800 (2.03%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shri Ram Construction L2 | doon associates L1 |
|---|---|---|---|---|---|
| 1.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | 54 | cum | 3,790 ₹2,04,660 | 3,710 ₹2,00,340 Lowest |
| 2.00 | Prime Coat 5-1-1 Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 3,000 | sqm | 61 ₹1,83,000 | 59 ₹1,77,000 Lowest |
| 3.00 | 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-10 | 160 | cum | 12,990 ₹20,78,400 | 12,862 ₹20,57,920 Lowest |
| 4.00 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,000 | sqm | 21 ₹63,000 | 20.5 ₹61,500 Lowest |
| 5.00 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) | 100 | cum | 17,910 ₹17,91,000 | 17,375 ₹17,37,500 Lowest |
Tender Value
₹32.0 L
EMD Value
₹64,000
Closing Date
11 Sept 2026, 5:00 pmClosed
Executive Engineer
Office of Executive Engineer Dehradun Division UKPJN Dehradun
CONSTRUCTION OF ROAD RESTORATION WORK FOR INDERLOK VIHAR, DEHRADUN
2026_MDPEY_98895_2
Letter No. 2012/343/67, dated 07/08/2026
Open Tender
Civil Works
Item Rate
90 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
Executive Engineer Dehradun Division UKPJN
₹64,000
14 Sept 2026
28 Aug 2026
12 Sept 2026
28 Aug 2026
11 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | 54 | cum | 1.25 | ₹67.5 |
| 2 | Prime Coat 5-1-1 Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 3,000 | sqm | 1.25 | ₹3,750 |
| 3 | 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-10 | 160 | cum | - | - |
| 4 | 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. | 3,000 | sqm | 53 | ₹1,59,000 |
| 5 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) | 100 | cum | 10 | ₹1,000 |
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