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Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
25 Sept 2026, 1:00 pm
Superintending Engineer
Superintending Engineer, 1st Circle PWD Almora
Reconstruction and Improvement of Lodhiya to Chaumu Motor Road in Almora Constituency of Hawalbagh block in District Almora under State Sector
2026_pwd_99951_1
3256/Nivida-01/2026-27 dated 25/08/2026
Open Tender
Civil Works
Item Rate
365 days
Almora
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Almora
₹7.5 L
Almora
9 Sept 2026
9 Sept 2026
25 Sept 2026
9 Sept 2026
25 Sept 2026
12 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Retaining walls and breast walls | |||||
| 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 | 788.43 | 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 | 1,182.69 | 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 | 349.49 | 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) | 270 | Cum. | - | - |
| 2Construction of Drain | |||||
| 2.01 | 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 | 4,954 | Rmt. | - | - |
| 3Defect Cutting | |||||
| 3.01 | Hill side cutting in all types of soil,rock, earth and boulders etc as met at site, including removal and disposal of surplus excavated material and debris as directed by the Engineer in charge to make the roadway as per plan, X section, L section | 1 | Job. | - | - |
| 3.02 | Removal of Unsuitable soil including excavation, laoding and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separatly as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 5,345.49 | Cum. | - | - |
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