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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | ₹2.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.5 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹2.5 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Tech-3 and Tech-9 not submitted as per SBD. |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L4 | M/s Amit Joshi L1 | AA CONSTRUCTIONS L2 | Indrapratap Constructions PVT LTD L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 848.07 | cum | 2,500 ₹21,20,175 | 2,000 ₹16,96,140 | 2,300 ₹19,50,561 | 2,450 ₹20,77,771.5 |
| 2.00 | 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. | 1,474.87 | cum | 2,600 ₹38,34,662 | 2,200 ₹32,44,714 | 2,500 ₹36,87,175 | 2,550 ₹37,60,918.5 |
| 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, 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. | 1,474.87 | cum | 2,700 ₹39,82,149 | 2,400 ₹35,39,688 | 2,600 ₹38,34,662 | 2,650 ₹39,08,405.5 |
| 4.00 | Prime Coat
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 | 19,665 | sqm | 50 ₹9,83,250 | 45 ₹8,84,925 | 45 ₹8,84,925 | 50 ₹9,83,250 |
| 5.00 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 19,665 | sqm | 40 ₹7,86,600 | 15 ₹2,94,975 | 15 ₹2,94,975 | 40 ₹7,86,600 |
| 6.00 | Premix Carpet
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 19,665 | sqm | 210 ₹41,29,650 | 190 ₹37,36,350 | 190 ₹37,36,350 | 210 ₹41,29,650 |
| 7.00 | Seal Coat (Case - II : Type B) using VG-10 Bitumen
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 | 19,665 | sqm | 68 ₹13,37,220 | 100 ₹19,66,500 | 100 ₹19,66,500 | 68 ₹13,37,220 |
| 8.00Cross Drainage Work | |||||||
| 8.01 | Excavation in foundation
Excavation in foundation for retaining,breastwalls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 245 | cum | 250 ₹61,250 | 300 ₹73,500 | 400 ₹98,000 | 250 ₹61,250 |
| 8.02 | Providing and Laying Reinforced Cement Concrete Pipe NP4 (1200mm Dia)
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 37.5 | Per Rmt | 10,000 ₹3,75,000 | 7,000 ₹2,62,500 | 7,000 ₹2,62,500 | 10,000 ₹3,75,000 |
Tender Value
₹2.5 Cr
EMD Value
₹4.7 L
Closing Date
11 May 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Reconstruction and improvement of Naraya Lorli Ashtad Mangroli Chakrata motor road (from Km 15.250 to Km 20.250) under TSP in Chakrata Constituency of Dehradun District.
2026_pwd_94737_1
2159/1C-9/2026, Dated 09/04/2026
Open Tender
Civil Works - Roads
365 days
Chakrata Constituency
As per Technical Bid.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div. PWD Sahiya
₹4.7 L
Superintending Engineer, 9th Circle, PWD, Dehradun
30 Jun 2026
27 Apr 2026
11 May 2026
27 Apr 2026
11 May 2026
4 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 848.07 | cum | - | - |
| 2 | 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. | 1,474.87 | 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, 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. | 1,474.87 | cum | - | - |
| 4 | Prime Coat
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 | 19,665 | sqm | - | - |
| 5 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 19,665 | sqm | - | - |
| 6 | Premix Carpet
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 19,665 | sqm | - | - |
| 7 | Seal Coat (Case - II : Type B) using VG-10 Bitumen
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 | 19,665 | sqm | - | - |
| 8Cross Drainage Work | |||||
| 8.01 | Excavation in foundation
Excavation in foundation for retaining,breastwalls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 245 | cum | - | - |
| 8.02 | Providing and Laying Reinforced Cement Concrete Pipe NP4 (1200mm Dia)
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 37.5 | Per Rmt | - | - |
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