|
| 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 1603.1 with in all leads and lifts as per directed by the Engineer-in-Change |
| 2 | Earthwork in excavation for structures as per as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change |
| 3 | Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge |
| 4 | Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge |
| 5 | Randon Rubble Stone masonary in cement mortar 1:4 (1 Cement : 4 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge |
| 6 | Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge |
| 7 | Dry masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 8 | Providing and laying of Stone filling behind R/wall and wing wall and return walls with granular material complete as per MORD technical specification clause 1204.3.8 as directed by the Engineer-in-Change |
| 9 | 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 |
| 10 | 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 |
| 11 | Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals. |
| 12 | 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 Please Enable Macros to View BoQ information |
