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| 1 | Earth work in excavation of canals having full supply discharge between 8.5 Cumecs (300 cusecs) and 0.14 Cumecs (5 cusecs) in ordinary soil (vide classification of soil item- A) including clod breaking, having earth in 225mm layer and rough dressing of soil with initial lead of 15M and lift of 1.5M. all complete as per approved design, specification and direction of E/I. (SoR Part-B-7.1.8) |
| 2 | Extra for earth work in hard soil (Vide classification of soil item- B) all complete as per specification and direction of E/I. (SoR Part-B-7.1.10) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per design section in soft rock (where blasting is not needed) (vide classification of soil Item- C) with disposal of spoil up to 500M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SoR Part-B-7.1.43.6) |
| 4 | E/W in excavation in canal by the hydraulic excavator (rock breaker) as per design section in soft rock (where blasting is prohibited) (vide type of soil Item- C with disposal of spoil up to 500M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SoR Part-B-7.1.43.8) |
| 5 | E/W in flood embankment, canal banks as well as special repairs of embankment in canal bank in grade A & B types of soil (vide soil -A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. Lead beyond 150m but up to 500m. (SoR Part-B-7.1.26.1) |
| 6 | E/W in flood embankment, canal banks as well as special repairs of embankment in canal bank in grade A & B types of soil (vide soil -A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. Lead beyond 1/2 KM but up to 1.0KM. (SoR Part-B-7.1.26.2) |
| 7 | Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of max. dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other roots and plants etc. for lined canal all complete as per specification and direction of E/I. (mode of measurement, sectional measurement of compacted earth) (SoR Part-B-7.1.39) |
| 8 | Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initials lead of 30M and lift 1.5M including the cost of formation of sub-grade of canal lining, profiling, leveling, controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. (SoR Part-B-7.1.21) |
| 9 | Providing LDPE film of approved quality of 100 micron below lining in Bed of Canal including all taxes etc. all complete as per specification and direction of E/I. (Approved rate) |
| 10 | Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 t0 3.0) in slope and bed of the canal with course sand including the cost of watering, compaction, royalty and other taxes etc. as per specification and direction of E/I. Where depth of cutting is more than 6.0M. (SoR Part-B-7.2.8) |
| 11 | Providing 100 mm thick P.C.C. lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand approved quality of requisite F.M. (2.5 to 3.0) in size and bottom curved portion of the canal in panel with construction joints including cost of form work and its removal, curing, royalty and all other taxes complete job as per specification and direction of E/I. (SoR Part-A-7.2.19.1) |
| 12 | Providing 10mm thick vertical joints of suitable interval, joints filled with bituminous materials of approved quality including royalty, all other taxes etc. all complete job as per specification and direction of E/I. For canal side slope (SoR Part-B-7.2.10.1) |
| 13 | Providing 10mm thick vertical joints of suitable interval, joints filled with bituminous materials of approved quality including royalty, all other taxes etc. all complete job as per specification and direction of E/I. For canal bed (SoR Part-B-7.2.10.2) |
| 14 | Supplying and labour for painting with sealing compound of approved quality in two layers (first layer @1.0Lit/2sq.m and second layer @1.0Lit/4sq.m. in construction joints in panel and sleepers including cost of brushes etc. and all other arrangements with carriage of materials to worksite all complete as per specification and direction of E/I. (Approved rate) |
| 15 | Providing Hessian cloths of approved quality laminated with 25micron LDPE film below lining in slope of Canal with all taxes etc. all complete as per specification and direction of E/I. (SoR Part-B-Item code-M-268) |
| 16 | E/W in excavation in canal by the hydraulic excavator (rock breaker) as per design section in hard rock (where blasting is prohibited) (vide classification of soil Item- D) with disposal of spoil up to 500M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Minimum credit for excavated rock should be 50% of excavated rock. (SoR Part-B-7.1.43.10) |
| 17 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layerswith initial lead of 10 m and all liftsall complete as per specification and direction of E/I. (SoR Part-B-7.1.43.3) |
| 18 | Watering and consolidation of Earth laid in 150mm to 225mm layers by manual labour with C.I. hammer to achieve minimum 85% of Maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (SoR Part-B-7.1.38) |
| 19 | Carriage of Materials for Cement- |
| 20 | Carriage of Materials for Sand- |
| 21 | Carriage of Materials for Stone Chips- |
| 22 | Add GST @12% |
| 23 | Add Labour Cess @1% |
