9720 - प्रान्तीय खण्ड रानीखेत - Almora
Total Damage Spots
Total Estimated Cost
Completed
Pending
EE Office: प्रान्तीय खण्ड रानीखेत
District: Almora
Segment ID: 9234, EE Segment ID: 9720
Pics Count: 8
21-08-2025
R/wall LxH=9.50 m x 4.50 m
Remark: Estimate has been forwarded via eDPR No. 7457 dated 23.09.2025
21-08-2025
RWALL LxH=17 m x 6 m
Remark: Estimate has been forwarded via eDPR No. 7457 dated 23.09.2025
21-08-2025
RWALL LxH=33m x 5.5 m
Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 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 KM HM R/wall 1 X 1/3 33.00 2.43 5.50 147.02
Total 147.02 cum
2 Mis 1-3 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 KM HM R/wall 1 X 10 2.64 (0.8+2.23)/2 4.30 171.98 Total 171.98 cum 3 Mis 1-4 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 KM HM R/wall 1 X 1 33.00 (0.6+2.43)/2 5.50 274.97 (- RR DRY) -171.98 Net 102.99
Total 102.99
4 Mis 1-5 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) KM HM R/wall 1 X 1 33.00 (0+0.6)/2 5.00 49.50 Total 49.50 cum
Remark: New Retaining Wall Needed.
21-08-2025
RWALL LxH=69m x 5.5 m
Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 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 KM HM R/wall 1 X 1/3 69.00 2.43 5.50 307.40
Total 307.40 cum
2 Mis 1-3 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 KM HM R/wall 1 X 22 2.51 (0.8+2.23)/2 4.30 359.73 Total 359.73 cum 3 Mis 1-4 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 KM HM R/wall 1 X 1 69.00 (0.6+2.43)/2 5.50 574.94 (- RR DRY) -359.73 Net 215.21
Total 215.21
4 Mis 1-5 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) KM HM R/wall 1 X 1 69.00 (0+0.6)/2 5.00 103.50 Total 103.50 cum
Remark: New Retaining Wall Needed.
| ID | Date | Location | Cost (₹ Lakh) | Chainages | Status | Yojana |
|---|---|---|---|---|---|---|
| 467 | 21-08-2025 | 9720-KM 2 HM 8-10 Ajolimalli | 2.60 | 1.800 to 1.810 0.01 | Estimation Done | SRMD |
| 541 | 21-08-2025 | 9720 - KM 2 HM 8-10 AJOLIMALLI | 6.20 | 1.880 to 1.897 0.017 | Estimation Done | SRMD |
| 543 | 21-08-2025 | 9720-km5 HM4-6 ajoli talli | 10.42 | 4.500 to 4.530 0.03 | Identified | Not Decided |
| 548 | 21-08-2025 | 9720- KM 5 HM-4-6 AJOLITALLI | 21.79 | 4.550 to 4.619 0.069 | Identified | Not Decided |
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