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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹51.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹53.0 LAdmitted-Fee/PreQual/Technical/Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹53.0 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹53.9 LAdmitted-Fee/PreQual/Technical/Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹53.9 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹54.6 LAdmitted-Fee/PreQual/Technical/Finance 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹54.6 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹54.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹54.6 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L2 | M/S HimalayanConstruction L3 | doon associates L4 | SHANKAR ART AND ADVERTISER L6 | HLS ENTERPRISES L5 | VERCHASVA CRAFTCORE PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 binderand 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
Grading I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 %
of mix | 352 | cum | 12,155 ₹42,78,560 | 12,410 ₹43,68,320 | 12,500 ₹44,00,000 | 12,200 ₹42,94,400 | 11,900 ₹41,88,800 | 11,520 ₹40,55,040 Lowest |
| 2.00 | Bituminous Macadam with Warm Mix Technology
Providing and laying Bituminous macadam with the use of asphalt mixing plant using crushed aggregates of grading as per Table 500.4, premixed with bituminous binder and warm mix additive, 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 using the Warm Mix (WMA) Asphalt Technlogy as per IRC:SP: 101-2009. (Bitumen VG-10 @ 3.3% of the weight of mix and warm mix additive @ 0.4% of the weight of bitimen have 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 | 17.6 | cum | 11,024 ₹1,94,022.4 | 11,575 ₹2,03,720 | 11,600 ₹2,04,160 | 9,700 ₹1,70,720 | 9,500 ₹1,67,200 | 9,000 ₹1,58,400 Lowest |
| 3.00 | 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, stone 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 Manual Means | 17.6 | cum | 2,650 ₹46,640 Lowest | 2,700 ₹47,520 | 2,700 ₹47,520 | 3,500 ₹61,600 | 3,300 ₹58,080 | 3,000 ₹52,800 |
| 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 12,800 | Sqm | 17.42 ₹2,22,976 | 17 ₹2,17,600 | 19 ₹2,43,200 | 22 ₹2,81,600 | 20 ₹2,56,000 | 14.9 ₹1,90,720 Lowest |
| 5.00 | Maintenance of Earthen shoulder
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 4,221 | Sqm | 79.3 ₹3,34,725.3 | 79 ₹3,33,459 | 80 ₹3,37,680 | 55 ₹2,32,155 | 50 ₹2,11,050 | 45 ₹1,89,945 Lowest |
| 6.00 | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 4,000 | Rmt | 3.8 ₹15,200 Lowest | 3.8 ₹15,200 Lowest | 4 ₹16,000 | 100 ₹4,00,000 | 90 ₹3,60,000 | 75 ₹3,00,000 |
| 7.00 | 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. | 400 | Sqm | 522 ₹2,08,800 | 519 ₹2,07,600 | 520 ₹2,08,000 | 600 ₹2,40,000 | 550 ₹2,20,000 | 504 ₹2,01,600 Lowest |
Tender Value
₹49.0 L
EMD Value
₹1 L
Closing Date
29 May 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Rishikesh
Executive Engineer, Temporary Division, PWD Rishikesh
Renewal work by SDBC from Km 27 to 30 of Motor Road of Bhaniyawala Visthapit Area under Annual Maintenance Year 2026-27.
2026_pwd_95496_1
1213/Nivida Dated 13/05/2026
Open Tender
Civil Works - Roads
Item Rate
60 days
Doiwala Constituency
As per tender notice and conditions.
2 documents required · 2 mandatory
₹2,360
Executive Engineer, Temp. Div. PWD Rishikesh
₹1 L
11 Jun 2026
15 May 2026
29 May 2026
15 May 2026
29 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 binderand 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
Grading I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 %
of mix | 352 | cum | - | - |
| 2 | Bituminous Macadam with Warm Mix Technology
Providing and laying Bituminous macadam with the use of asphalt mixing plant using crushed aggregates of grading as per Table 500.4, premixed with bituminous binder and warm mix additive, 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 using the Warm Mix (WMA) Asphalt Technlogy as per IRC:SP: 101-2009. (Bitumen VG-10 @ 3.3% of the weight of mix and warm mix additive @ 0.4% of the weight of bitimen have 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 | 17.6 | cum | - | - |
| 3 | 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, stone 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 Manual Means | 17.6 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 12,800 | Sqm | - | - |
| 5 | Maintenance of Earthen shoulder
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 4,221 | Sqm | - | - |
| 6 | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 4,000 | Rmt | - | - |
| 7 | 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. | 400 | Sqm | - | - |
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