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| 1 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge |
| 2 | Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change |
| 3 | Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change |
| 4 | Stone masonary in cement mortar for sub structure complete as as per drawings and technical specification Clauses 702, 704,1202 and 1204 in cement mortar 1:4 .as directed by the Engineer-in-Change |
| 5 | Stone masonary in cement mortar 1:6 (1Cement :6 sand) for sub-structure complete as per drawings and technical specification Clauses 702, 704,1202 and 1204 including carriage of material within all leads and lifts as per directions of Engineer in charge |
| 6 | Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change |
| 7 | Providing and laying rainforced cement concrete pipe NP2 for culverts on forst class bedding of granular material in single row icluding fixing collar with cement mortar 1:2 but excluding excavation protection works backing filling concrete and masonary works in head walls and parapets caluse 1106 .as directed by the Engineer-in-Change |
| 8 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 as directed by the Engineer-in-Change |
| 9 | Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change |
| 10 | Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre and land upto 100 meter as per technical specification 302.3.5 and 1611 |
| 11 | Consolidation of sub grade with road roller including making good the undulation etc, with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications and with in all leads and lifts as per directed by the Engineer-in-Change |
| 12 | Stone soling masonry hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding material moorum of erarth etc complete as per HP.PWD specification 100mm spread thickness finished work including materials and labour complete includin g carrige of materials within all leads and lifts as per directions of Engineer in charge |
| 13 | Construction of sub grade and earthen shoulder with approve material obtainied from borrow pits with all lides leads transparent spreading to required slope and compacted to meet requirement of table 300.2 within lead upto 100m as per technical specification 393.1 within all leads and lifts as per direction of Engineer in charge. |
| 14 | Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavate d 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. Please Enable Macros to View BoQ information |
