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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 CrAdmitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | L1 | Admitted-Finance | |
| 2 | L2₹12.4 Cr+₹22.7 L (1.87%)Admitted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | L2 | Admitted-Finance | |
| 3 | Rejected-Technical N K TOWER NEAR KARGICHOWK DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | Rejected-Technical Tech-9 Qty not submitted as per SBD. | |
| 4 | Rejected-Technical 5 A WEST REST CAMP DEHRADUN | - | Rejected-Technical Tech-9 Qty not submitted as per SBD. | |
| 5 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | Rejected-Technical Tech-9 Qty not submitted as per SBD. |
| Sl No | Description | Qty | Unit | M/S HimalayanConstruction L1 | Shivalik Infraventures (P) Limited L2 |
|---|---|---|---|---|---|
| 1.00Civil Works | |||||
| 1.01 | Excavation in foundation for retaining, breast walls 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 | 345.06 | Cum | 372 ₹1,28,362.32 Lowest | 389 ₹1,34,228.34 |
| 1.02 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 843.31 | Cum | 2,212 ₹18,65,401.72 Lowest | 2,216 ₹18,68,774.96 |
| 1.03 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 179.18 | Cum | 3,753 ₹6,72,462.54 Lowest | 3,765 ₹6,74,612.7 |
| 1.04 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 93.83 | Cum | 975 ₹91,484.25 Lowest | 1,024 ₹96,081.92 |
| 1.05 | Excavation in foundation for retaining, breast walls 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 | 10,451.82 | Cum | 372 ₹38,88,077.04 Lowest | 389 ₹40,65,757.98 |
| 1.06 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material | 3,751.2 | Cum | 1,809 ₹67,85,920.8 Lowest | 1,881 ₹70,56,007.2 |
| 1.07 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | 4,382.36 | Cum | 3,029 ₹1,32,74,168.44 Lowest | 3,090 ₹1,35,41,492.4 |
| 1.08 | 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 | 17,529.05 | Sqm | 40.5 ₹7,09,926.53 Lowest | 40.6 ₹7,11,679.43 |
| 1.09 | 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. | 35,411.8 | Sqm | 11.2 ₹3,96,612.16 Lowest | 11.3 ₹4,00,153.34 |
Tender Value
₹14.5 Cr
EMD Value
₹29.1 L
Closing Date
6 Feb 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Widening of Road from Maharana Pratap Chowk (Km 22.500) to 6 No. Puliya (Km 25.300) in Airport-Thano-Raipur- 6 No. Puliya- Fountain Chowk to Agarwal Bakers, Rispana Bridge Road (SH-85) at Raipur of Dehradun District under the State Sector.
2026_pwd_90763_1
121/1C-9/2026, Dated 05/01/2026
Open Tender
Civil Works - Roads
Item Rate
540 days
Raipur Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹29.1 L
Superintending Engineer, 9th Circle, PWD, Dehradun
25 Feb 2026
8 Jan 2026
6 Feb 2026
8 Jan 2026
6 Feb 2026
23 Jan 2026
22 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 1.01 | Excavation in foundation for retaining, breast walls 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 | 345.06 | Cum | - | - |
| 1.02 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 843.31 | Cum | - | - |
| 1.03 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 179.18 | Cum | - | - |
| 1.04 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 93.83 | Cum | - | - |
| 1.05 | Excavation in foundation for retaining, breast walls 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 | 10,451.82 | Cum | - | - |
| 1.06 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material | 3,751.2 | Cum | - | - |
| 1.07 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | 4,382.36 | Cum | - | - |
| 1.08 | 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 | 17,529.05 | Sqm | - | - |
| 1.09 | 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. | 35,411.8 | Sqm | - | - |
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