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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN | RISHIKESH | DEHRADUN | UTTARAKHAND | ₹4.3 Cr Quoted ₹3.6 Cr | L1 | Accepted-AOC Accepted. |
| 2 | L2₹3.7 CrRejected-AOC 5 A WEST REST CAMP DEHRADUN | ₹3.7 Cr | L2 | Rejected-AOC Rejected. |
| 3 | L3₹3.8 CrRejected-Finance | ₹3.8 Cr | L3 | Rejected-Finance Rejected. |
| 4 | L4₹3.8 CrRejected-Finance | ₹3.8 Cr | L4 | Rejected-Finance Rejected. |
| 5 | L5₹4.0 CrRejected-Finance N K TOWER NEAR KARGICHOWK DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹4.0 Cr | L5 | Rejected-Finance Rejected. |
| Sl No | Description | Qty | Unit | SHREE AADI SHIV CONSTRUCTION L3 | M/S DOON INFRASTRUCTURE L2 | M/S HimalayanConstruction L6 | RAMA CONSTRUCTION L4 | M/s P.K.Infratech L1 | ANSHUMAN CONSTRUCTION COMPANY PVT LTD L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 69,832 | Sqm | 10.65 ₹7.4 L | 10.76 ₹7.5 L | 12 ₹8.4 L | 9 ₹6.3 L | 10 ₹7.0 L | 11.1 ₹7.8 L |
| 2.00 | Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix 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. 507 complete in all respects. Grading II - 26.5mm nominal size | 899.5 | Cum | 8,350 ₹75.1 L | 7,000 ₹63.0 L | 9,000 ₹81.0 L | 8,000 ₹72.0 L | 8,200 ₹73.8 L | 8,750 ₹78.7 L |
| 3.00 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 respect for Grading-II (bituminous binder @ 5.4 % of mix) | 1,563.7 | Cum | 9,900 ₹1.5 Cr | 9,894 ₹1.5 Cr | 10,400 ₹1.6 Cr | 10,238 ₹1.6 Cr | 9,300 ₹1.5 Cr | 10,250 ₹1.6 Cr |
| 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. | 2,780 | Sqm | 445 ₹12.4 L | 498 ₹13.8 L | 600 ₹16.7 L | 420 ₹11.7 L | 390 ₹10.8 L | 521 ₹14.5 L |
| 5.00 | 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 | 12,900 | Sqm | 67.5 ₹8.7 L | 71.69 ₹9.2 L | 80 ₹10.3 L | 50 ₹6.5 L | 70 ₹9.0 L | 79 ₹10.2 L |
| 6.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil | 1,320 | Cum | 1,300 ₹17.2 L | 1,371 ₹18.1 L | 1,450 ₹19.1 L | 1,439.5 ₹19.0 L | 1,420 ₹18.7 L | 1,438 ₹19.0 L |
| 7.00 | WBM Grading 2 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 2 as per Technical Specification Clause 405. By Mechanical Means | 660 | Cum | 1,981 ₹13.1 L | 2,095 ₹13.8 L | 2,300 ₹15.2 L | 1,900 ₹12.5 L | 1,800 ₹11.9 L | 2,100 ₹13.9 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 | 660 | Cum | 2,135 ₹14.1 L | 2,258 ₹14.9 L | 2,390 ₹15.8 L | 2,100 ₹13.9 L | 1,800 ₹11.9 L | 2,370 ₹15.6 L |
| 9.00 | 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. | 7,598.86 | Sqm | 640 ₹48.6 L | 625 ₹47.5 L | 700 ₹53.2 L | 656.9 ₹49.9 L | 640 ₹48.6 L | 655 ₹49.8 L |
| 10.00 | Providing concrete for plain 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) | 61.2 | Cum | 5,300 ₹3.2 L | 5,828 ₹3.6 L | 6,200 ₹3.8 L | 6,122.7 ₹3.7 L | 5,200 ₹3.2 L | 6,100 ₹3.7 L |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
17 Feb 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Improvement of Rishikesh By Pass Road (Shyampur to Natraj Chowk) by BC under Kumbh Mela 2027.
2026_pwd_91601_1
778/1C-9/2025, Dated 30/01/2026
Open Tender
Civil Works - Roads
180 days
Shyampur to Natraj Chowk
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div. PWD Rishikesh
₹9.4 L
Superintending Engineer, 9th Circle, PWD, Dehradun
23 Apr 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
17 Feb 2026
9 Feb 2026
9 Feb 2026
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix 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. 507 complete in all respects. Grading II - 26.5mm nominal size
Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 respect for Grading-II (bituminous binder @ 5.4 % of mix)
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.
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil
WBM Grading 2 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 2 as per Technical Specification Clause 405. By Mechanical Means
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
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.
Providing concrete for plain 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)
Road Studs / Cat Eye: Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications
Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloand poly carbonate material which shall be absolutely weather resistant andstrong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 ofMORTH specifications.
Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimumretro reflective unit exposed area of 330 sqcm, full cube corner microprismatic non-metallic retro reflective sheeting on each side conformingwith IRC 67 and meeting the coefficient of retro reflection values as perASTM D 4956 Type XI table specification with pure polyester powdercoating with the minimum thickness of powder coating of not less than 40micron. The posts shall have ellipsoidal or circular design with the height ofthe pole shall be 800 to 900 mm above the ground with about 200 to 300anchored with PCC M-15 onto the ground. The front and back faces of thedelineator should be curved with a radius of not more than 200 mm andwith delta angle (or central angle of curve) lying between 20o and 30 o, toincrease the visibility of the delineator for vehicles moving in continuouscurves. The delineator shall have sufficient arrangement to make thereflective sheets vandal-proof. Including all test report and warranties asper IRC 67 and IRC 79.
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification sign with corrosion resistant 2mm thick Type IV retro- reflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing) with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. (Clause No. 801 of MORTH)
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