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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected. |
| Sl No | Description | Qty | Unit | M/s Marc Engineerians L2 | Aasna Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 63 | Cum | 1,649.8 ₹1,03,937.4 | 1,649 ₹1,03,887 Lowest |
| 2.00 | Disposal of materials. | 63 | Cum | 231.4 ₹14,578.2 | 231 ₹14,553 Lowest |
| 3.00 | 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 | 2.93 | Cum | 2,372.6 ₹6,951.72 | 2,372 ₹6,949.96 Lowest |
| 4.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in
proportion 1:4:8 in foundations and floors including supply of all material,
labour and T&P etc. required for proper completion of the work. as per
drawings and technical specifications Clause 802, 803, 1202 & 1203 | 189.17 | Cum | 4,830.2 ₹9,13,728.93 | 4,830 ₹9,13,691.1 Lowest |
| 5.00 | Providing concrete for plain/ reinforced 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 | 128.31 | Cum | 6,373.5 ₹8,17,783.79 | 6,373 ₹8,17,719.63 Lowest |
| 6.00 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. In 1:4 cement mortar | 599.01 | Cum | 6,130.7 ₹36,72,350.61 | 6,130 ₹36,71,931.3 Lowest |
| 12.00 | 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. | 858 | Sqm | 11.2 ₹9,609.6 | 11 ₹9,438 Lowest |
| 13.00 | Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.) Using by Bituminous Concrete Grading-II | 23.4 | Cum | 9,015.3 ₹2,10,958.02 | 9,015 ₹2,10,951 Lowest |
| 14.00 | Providing and laying Dense Bituminous Macadam with the use of batch
type HMP 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 | 2.34 | Cum | 9,243.4 ₹21,629.56 | 9,243 ₹21,628.62 Lowest |
| 15.00 | Supply and fixing of precast R.C.C. Slab of 1.00 M x 0.50M x 0.10M in
size in RCC grade M25 encased with 3.0 mm thick MS plate includind cost of reinforcement, all material, labour, T&P etc. required for proper completion of the work. | 10 | Each | 1,835.6 ₹18,356 | 1,835 ₹18,350 Lowest |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
30 May 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Improvement work of various internal roads and drains of ward no. 26 and 27 in Rajpur Road Constituency of Dehradun District under State Sector.
2026_pwd_94586_1
2136/1C-9/2026, Dated 16/04/2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Ward no. 26, 27 in Rajpur Road
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Pro.Div., PWD, Dehradun
₹4.2 L
Superintending Engineer, 9th Circle, PWD, Dehradun
10 Jun 2026
23 Apr 2026
30 May 2026
23 Apr 2026
30 May 2026
7 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | - | - |
| - | Disposal of materials. | - | Cum | - | - |
| - | 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 | - | Cum | - | - |
| - | Concrete with cement, coarse sand and 40 mm gauge stone ballast in
proportion 1:4:8 in foundations and floors including supply of all material,
labour and T&P etc. required for proper completion of the work. as per
drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | Cum | - | - |
| - | Providing concrete for plain/ reinforced 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 | - | Cum | - | - |
| - | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. In 1:4 cement mortar | - | Cum | - | - |
| - | 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. | - | Sqm | - | - |
| - | Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.) Using by Bituminous Concrete Grading-II | - | Cum | - | - |
| - | Providing and laying Dense Bituminous Macadam with the use of batch
type HMP 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 | - | Cum | - | - |
| - | Supply and fixing of precast R.C.C. Slab of 1.00 M x 0.50M x 0.10M in
size in RCC grade M25 encased with 3.0 mm thick MS plate includind cost of reinforcement, all material, labour, T&P etc. required for proper completion of the work. | - | Each | - | - |
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