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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹25.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹29.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹29.2 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹29.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹29.4 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | kamal singh rawat L1 | Upendra Bhatt Contractor L2 | M/S Jaydeep Juyal Contractor L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area by mechanical means Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 61.5 | Cubic Metre | 400 ₹24,600 | 70 ₹4,305 | 60 ₹3,690 Lowest |
| 2.00 | Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings WBM Grading 1 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 1 as per Technical Specification Clause 405. By Mechanical Means | 212.63 | Cubic Metre | 2,190 ₹4,65,659.7 Lowest | 3,000 ₹6,37,890 | 2,800 ₹5,95,364 |
| 3.00 | Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings 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 | 147.66 | Cubic Metre | 2,269 ₹3,35,040.54 Lowest | 3,000 ₹4,42,980 | 3,000 ₹4,42,980 |
| 4.00 | Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings 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 | 147.66 | Cubic Metre | 2,296 ₹3,39,027.36 Lowest | 3,000 ₹4,42,980 | 3,000 ₹4,42,980 |
| 5.00 | Prime Coat 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 | 1,968.75 | Per Sqm | 43 ₹84,656.25 | 40 ₹78,750 Lowest | 43 ₹84,656.25 |
| 6.00 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10) | 1,968.75 | Per Sqm | 64 ₹1,26,000 | 60 ₹1,18,125 Lowest | 64 ₹1,26,000 |
| 7.00 | Tack Coat 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. | 1,968.75 | Per Sqm | 14 ₹27,562.5 Lowest | 14 ₹27,562.5 Lowest | 14.5 ₹28,546.88 |
| 8.00 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-10) | 1,968.75 | Per Sqm | 161 ₹3,16,968.75 Lowest | 162 ₹3,18,937.5 | 161 ₹3,16,968.75 Lowest |
| 9.00 | Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means | 400 | Per Rmt | 19 ₹7,600 | 17 ₹6,800 | 15 ₹6,000 Lowest |
| 10.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 82.5 | Per Sqm | 251 ₹20,707.5 | 230 ₹18,975 | 200 ₹16,500 Lowest |
Tender Value
₹27.1 L
EMD Value
₹65,000
Closing Date
30 Jul 2026, 3:30 pmClosed
Executive Engineer
EE CD PWD Pauri
Rajya Yojna Ke antargat Janpad pauri garhwal ke vidhansabha chetra Pauri ke vikashkhand Kot me sapla band se pali motor marg ka gram manjakot tak vistar karya motor marg ka sudharikaran awam damrikaran ka karya Lambai 0.500 km
2026_pwd_97366_1
PWD-7-2026
Open Tender
Civil Works
Item Rate
180 days
Pauri Garhwal
3 documents required · 3 mandatory
₹2,950
EE CD PWD PAURI
₹65,000
3 Aug 2026
9 Jul 2026
31 Jul 2026
9 Jul 2026
30 Jul 2026
12 Jul 2026
10 Jul 2026 - 11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area by mechanical means Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 61.5 | Cubic Metre | - | - |
| 2 | Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings WBM Grading 1 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 1 as per Technical Specification Clause 405. By Mechanical Means | 212.63 | Cubic Metre | - | - |
| 3 | Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings 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 | 147.66 | Cubic Metre | - | - |
| 4 | Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings Water Bound Macadam with Crushable Screenings 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 | 147.66 | Cubic Metre | - | - |
| 5 | Prime Coat 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 | 1,968.75 | Per Sqm | - | - |
| 6 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10) | 1,968.75 | Per Sqm | - | - |
| 7 | Tack Coat 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. | 1,968.75 | Per Sqm | - | - |
| 8 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-10) | 1,968.75 | Per Sqm | - | - |
| 9 | Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means | 400 | Per Rmt | - | - |
| 10 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 82.5 | Per Sqm | - | - |
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