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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Fee/PreQual/Technical/Finance | ₹1.0 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹19.1 L (19.0%)Admitted-Fee/PreQual/Technical/Finance | ₹1.2 Cr+₹19.1 L (19.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.4 Cr+₹43.2 L (42.9%)Admitted-Fee/PreQual/Technical/Finance VILLAGE BENOILI POST THARALI CHAMOLI UTTARAKHAND | ₹1.4 Cr+₹43.2 L (42.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.8 Cr+₹76.1 L (75.6%)Admitted-Fee/PreQual/Technical/Finance LOLTI POST TUNGESHWAR DISTRICT CHAMOLI | ₹1.8 Cr+₹76.1 L (75.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance GRAM PO VAN DISTRICT CHAMOLI UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Bid Physically not Submitted |
| Sl No | Description | Qty | Unit | Anubir Singh L3 | Darshan Singh Negi L4 | Dev Constructions L2 | MS R.N ENGINEERING AND CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 21.04 | Cum | 322.08 ₹6,776.56 | 492.88 ₹10,370.2 | 488 ₹10,267.52 | 300 ₹6,312 Lowest |
| 2.00 | 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 | 142.19 | Cum | 1,675.15 ₹2,38,189.58 Lowest | 2,563.48 ₹3,64,501.22 | 2,538.1 ₹3,60,892.44 | 2,100 ₹2,98,599 |
| 3.00 | 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) | 16.55 | Cum | 759.59 ₹12,571.21 | 1,162.41 ₹19,237.89 | 1,150.9 ₹19,047.4 | 700 ₹11,585 Lowest |
| 4.00GRANULAR SUB-BASES BASES (NON-BITUMINOUS) | |||||||
| 5.00Water Bound Macadam Sub-base/base | |||||||
| 6.00WBM 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||||
| 6.01 | By Manual Means | 197 | Cum | 2,264.13 ₹4,46,033.61 Lowest | 3,464.81 ₹6,82,567.57 | 3,430.5 ₹6,75,808.5 | 2,500 ₹4,92,500 |
| 7.00Prime Coat | |||||||
| 7.01 | Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2,626.25 | Per Sqm | 84.96 ₹2,23,126.2 | 96.64 ₹2,53,800.8 | 53.1 ₹1,39,453.88 | 53 ₹1,39,191.25 Lowest |
| 8.00Tack Coat | |||||||
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
22 Jun 2026, 5:00 pmClosed
Executive Engineer CD PWD Tharali
Executive Engineer CD PWD Tharali
Under One Time Maintenance Improvement and Damrikaran of Boragad Chod Motor Road in Block-Dewal, Constituency Assembly-Tharali, District-Chamoli
2026_pwd_96203_1
792/7AC Dated 13-05-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Block-Dewal
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer CD PWD Tharali
₹2.9 L
23 Jun 2026
2 Jun 2026
23 Jun 2026
2 Jun 2026
22 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 21.04 | Cum | - | - |
| 2 | 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 | 142.19 | Cum | - | - |
| 3 | 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) | 16.55 | Cum | - | - |
| 4GRANULAR SUB-BASES BASES (NON-BITUMINOUS) | |||||
| 5Water Bound Macadam Sub-base/base | |||||
| 6WBM 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 6.01 | By Manual Means | 197 | Cum | - | - |
| 7Prime Coat | |||||
| 7.01 | Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2,626.25 | Per Sqm | - | - |
| 8Tack Coat | |||||
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