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| 1 | Jungle clearance including weeding out shrubs and small trees upto 150 mm dia and their removal as per specification and direction of E/I.Clearing Grass and Removal of Rubbish.(5.1.3.2)(SOR part A ch-2, sl no.2.2) |
| 2 | Earthwork in stripping in all kinds of soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same along with all organic materials (Beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 150 M and all lifts as per specification and direction of E/I.(5.1.5) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all liftsall complete as per specification and direction of E/I.(7.1.43.1) |
| 4 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(7.1.43.2) |
| 5 | E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50 M and average lift of 1.5 M including Levelling , ramming the foundation trenches removing the roots or shrubs etc.all complete as per specification and direction of E/I. (S.O.R Item 7.1.27) |
| 6 | Providing and laying P.C.C. or R.C.C.M-100 with nominal mix of(1:3:6)in superstructure of various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0)washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I.(7.3.8)(Refer part A ch-7 sl no.7.1) |
| 7 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I((S.O.R Item 7.1.37) |
| 8 | Providing rough dressed random rubble stone masonry in C.M(1:4) in foundationwith approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12 mm. depth, curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I.(S.O.R Item 7.4.10)(Refer part A ch-4 (Sl. N 4.28) |
| 9 | Providing rough dressed random rubble stone masonry in C.M(1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12 mm. depth, curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I.(S.O.R Item 7.4.13)(Refer part A ch-4 (Sl. N 4.31) |
| 10 | Providing and laying P.C.C or R.C.CM150 with nominal mix of (1:2:4)in superstructure of various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0)washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I.(Item No. 7.3.9)(Refer part A ch-7( Sl.N 7.2A) |
| 11 | Providing T.M.T reinforcement(tor steel)As per approved design. drawing, removal of rust, cutting, bending,binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I(Item No. 5.3.15)(Refer part A ch-8 (Sl.N 8.3) |
| 12 | Earthwork in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 M and initial lift of 1.5M complete as per specification and direction of E/I(Item No. 6.1.16) |
| 13 | Providing 25 mm thick cement plaster (1:4)with approved quality of sand of requisite F.M.(2.5 to 3.0) washed andscreened including curing, scaffolding, wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I.(Item No. 5.5.5)(Refer part A ch-3 item Sl.N-3.12) |
| 14 | Carriage of materials cement |
| 15 | Sand |
| 16 | Stone Metal |
| 17 | Stone Boulder |
| 18 | Stone chips |
| 19 | M.S. Rods |
| 20 | Provision of GST @ 12% |
| 21 | Add 1% Labour Cess |
