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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Deep singh mehra L2 | Pratap Singh Bisht L1 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||
| 1.00Improvement and Damarikaran Work | |||||
| 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 | 438.75 | Cum | 200 ₹87,750 | 198 ₹86,872.50 |
| 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 | 257.79 | Cum | 1,800 ₹4.6 L | 1,850 ₹4.8 L |
| 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 | 263.84 | Cum | 2,500 ₹6.6 L | 3,300 ₹8.7 L |
| 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) | 70.25 | Cum | 500 ₹35,125 | 600 ₹42,150 |
| 1.05 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) | 205.2 | Cum | 1,500 ₹3.1 L | 1,100 ₹2.3 L |
| 1.06 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,562.5 | Cum | 60 ₹1.5 L | 29 ₹74,312.50 |
| 1.07 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 135 | Cum | 4,000 ₹5.4 L | 3,700 ₹5.0 L |
| 1.08 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 44 | Nos | 8,000 ₹3.5 L | 7,400 ₹3.3 L |
Tender Value
₹2.9 Cr
EMD Value
₹5.6 L
Closing Date
7 Apr 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Improvement and Damrikaran of Chamdkhan Kanoli Sailapani Motor Road in Ranikhet Constituency of Almora District Under State Sector
2026_pwd_93441_1
979/Nivida-01/2025-26 dated 17/03/2026
Open Tender
Civil Works
365 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹5.6 L
Almora
16 Apr 2026
20 Mar 2026
7 Apr 2026
20 Mar 2026
7 Apr 2026
24 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Improvement and Damarikaran Work | - | - | - | - | |
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 | - | Cum | - | - | |
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 | - | Cum | - | - | |
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 | - | Cum | - | - | |
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) | - | Cum | - | - | |
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) | - | Cum | - | - | |
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | Cum | - | - | |
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | Cum | - | - | |
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | - | Nos | - | - | |
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. | - | RMT | - | - |
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