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| 1 | Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation,grass bushes,shrubs saplings and trees girth upto 300 mm removal of stamps of cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness) (i) By mechanical means A. In area of light jungle |
| 2 | Earth work in filling in flood embankment,canal banks as well as special repair of embankment and canal banks in ordinary soil in proper profile , (vide classification of soil item-A) excavation by mechanical means and carriage by truck obtained fromborrow area or any other sources free from logs, roots or any other ingredients etc. with all lifts including breaking clods to maximum 60mm cube placing the earth in layer not exeeding 225mm thick complete as perspecification and direction of E/I.(7.1.26.2) |
| 3 | Labour for rolling and compactionlaid in 150 mm to 225 mm layer 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 lead and lift all complete as per specification and direction of E/I |
| 4 | Embankment construction with material obtained from borrow pits (Construction of embankment with approved material obtained from borrow pits with all leads and lifts and leads transporting to site , spreading , grading to required slope and compacting to meet requirment of table 300-2)(i)Rolling with vibratory roller |
| 5 | Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 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. (7.1.21) |
| 6 | Extra for earth work in hard soil (vide classification of soil item-B)all complete as per approved design and direction of E/I (7.1.10) |
| 7 | Providingand placing sand filter free from clay & other organic materials (F.M 2.5 to 3.0 ) in slope & bed of the canal , below lining including the cost watering , compaction , royality and other taxes as per specification and direction of E/I.(7.2.8) |
| 8 | Providing 100 mm thick P.C.C. lining in M-100 with nominal mix of ( 1:3:6 ) with well graded stone chips ( 20mm and down ) and coarse sand of approved quality of required F.M.( 2.5 to 3.0 ) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I.(S/R item no. 7.2.19) |
| 9 | Providing P.C.C. M-100 with nominal mix of (1:3:6) with approved quality of graded stone chips (20mm and down) and coarse granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I.(S/R item no. 7.3.1) |
| 10 | Provding 100 micron L.D.P.E. film below canal lining including all taxes etc. all complete job as per specification and direction of E/I. |
| 11 | Supplying placing &laying Hessian cloth (0.3 kg/m²) cot as per specification and direction of E/I. |
| 12 | Providing 10 mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. For Canal Side. .Slope (7.2.10) (i) For canal side slpe. |
| 13 | (ii) For bed |
| 14 | Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable sticks within 15M lead & disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 15 | Earth work in bed clearance or desilting of canals carrying F.S discharge between 8.5 cumecs (300 cusecs ) and 0.14 cumecs (5 cusecs) and rennovation of pyines etc. disposal of excavated earth etc. and in ordinarysoil including rough dressing with initial lead of 10M and lift of 1.5M as per specification and direction of E/I. (7.1.20) |
| 16 | Providing granular base in one or more layers over the preparedsub-grade compacted by road roller so as to achieve 95 to 100% maximum dry density at O.M.C. including uniformlynmixing the required quantity of water including cost of supply and carriageof water with all leads and lifts finishing the surface to proper grade, as per specification and directionof E/I. (Mode of mearsurement - compactedsection ) with approved quality of moorum and with hire charge of road roller with depriciation and major repair. |
| 17 | Carriage of materials:- Cement |
| 18 | Sand |
| 19 | Stone Chips |
| 20 | Moorum |
| 21 | Add GST @18% |
| 22 | Add Labour Cess @1% |
