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| 1 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with dischargeexceeding 1.5 cum/s but upto 4.5 cum/s |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 3 | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 60 mtr. |
| 4 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (a) Disposal/carraige from 0 upto 450m |
| 5 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (b) Disposal/ carraige additional beyond 450m upto 1Km |
| 6 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (c) Disposal/carraige for every additional Km upto 10Km |
| 7 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. |
| 8 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) (a) 0-1.5mt. depth |
| 9 | Dressing of Earth work ( NEW ) |
| 10 | Dressing and preparation of sub grade for side slopes. |
| 11 | Providing and laying Cementconcrete (M-15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply carriage, loading & unloading of material complete in all respectas per design/drawing and PWD specifications IN SLEEPERS |
| 12 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete |
| 13 | Cement concrete lining 60mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 14 | Providing and laying Cementconcrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply ,carriage, loading & unloading of material complete in all respectas per design/drawing and PWD specifications IN COPING |
| 15 | Filling of construction joints with sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth |
| 16 | Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respectas per design/drawing and PWD specifications :a) For 60 mm thick Slab of lining |
| 17 | Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints complete in all respectas per design/drawing and PWD specifications |
| 18 | Shuttering for faces of concrete lining on side slopes and bed complete in all respectas per design/drawing and PWD specifications |
| 19 | Applying Bitumen Primer on side of Lining and top of sleeper for construction joint,etc. complete in all respects |
| 20 | Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respectas per design/drawing and PWD specifications |
| 21 | P & F of Distance Marks |
| 22 | P & F of Boundary Pillar |
| 23 | Construction of Outlet : b) Non-Patrol Bank side |
| 24 | Construction of Outlet : c) Patrol Bank side |
| 25 | Construction of Outlet : a) Tail Cluster |
| 26 | Any Other Items |
