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| 1 | Jungle Clearance on running Canals and Branches and Drains with discharge more than 9 cum/s Medium complete in all respect as per PWD Specifications. |
| 2 | Excavation in soil (any type) using hydraulic excavator C/k -90i.e cutting & loading in trolley trimming bottom and side slopes in accordance with requirement of grades and cross section & transportation to the embankment location with all lifts and lead complete in all respect as per specification and direction of Engineer in Charge. |
| 3 | Dismantling brick work tile, masonry or tile lining in cement complete in all respect as per PWD Specifications. |
| 4 | Extra for laying earth work as per specifications for compaction in 20 cm layers and dressing but including cost of roiling and watering as per specifications complete in all respect as per PWD specification and Engineer in Charge. |
| 5 | Dressing of earth work complete in all respect as per PWD specification and Engineer in Charge. |
| 6 | Earth work for lip cutting for lining of channels inclusive of all allowances leads (as per earth work statement complete in all respect as per PWD specification and Engineer in Charge. A 0-1.5 m depth. |
| 7 | Depth exceeding 1.5 m upto 3 |
| 8 | Depth above 3 m |
| 9 | Dressing side slopes and preparation of sub grade for lining complete in all respect as per specification and direction ofEngineer in Charge. |
| 10 | Dressing of Bed and Preparation of Sub grade for lining complete in all respect as per specification and direction ofEngineer in Charge. |
| 11 | Cement water slurry 1:3, with cement @2.25 kg per sqm as on prepared side slope before laying concrete on side slopes including supply and carriage and loading unloading of all material complete in all respect as per PWDspecification and Direction of Engineer in Charge. |
| 12 | E/w in excavation ,trenches etc in all kind of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides and trenches stacking the excavated soil clear from the edge of excavation complete in all respect as per specification and directions of engineer in charge. |
| 13 | Providing and laying Cement concrete lining 10cm thick or less with mechanical paver for irrigation channels, using cement concrete(M20) with Cement content 335 kg /cum mixed in automatic computerized batching and mixing Plant mixed concrete lining of side slopes up to vertical height 2 mtrand transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge. |
| 14 | Providing and laying Cement concrete lining 10cm thick or less with mechanical paver for irrigation channels, using cement concrete(M20) with Cement content 335 kg /cum mixed in automatic computerized batching and mixing Plant mixed concrete lining of side slopes up to vertical height above 2mtr but upto 3.5 m and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge. |
| 15 | Providing & Laying cement concrete lining100mm thick or less laid manually for irrigation Channel using cement concrete M-15 with cement concrete 335 kg/ cumfor bedmanuallyfor Irrigation Channels, mixed in an automatic computerized batching & mixing plant and transportedto site in transit mixer including supply and carriage and loading unloading of all material complete in all respect as per PWDspecification . |
| 16 | Cold twisted detormed (Ribbed/ Tor steel) Bars(Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete including supply and carriage and loading unloading of all material complete in all respect as per PWDspecification and direction of Engineer in Charge. (For RCC lining) |
| 17 | Excavating conglomerate for drains and bed sleepers under the lining complete in all respect as per PWDspecification |
| 18 | Providing & Laying cement concrete lining100mm thick or less laid manually for irrigation Channel using cement concrete M-20 with cement concrete 335 kg/ cumfor coping manuallyfor Irrigation Channels, mixed in an automatic computerized batching & mixing plant and transportedto site in transit mixer including supply and carriage and loading unloading of all material complete in all respect as per PWDspecification |
| 19 | Providing & Laying cement concrete lining100mm thick or less laid manually for irrigation Channel using cement concrete M-15 with cement concrete 335 kg/ cumfor Bed sleeper and side slopesmanuallyfor Irrigation Channels, mixed in an automatic computerized batching & mixing plant and transportedto site in transit mixerincluding supply and carriage and loading unloading of all material complete in all respect as per PWDspecification |
| 20 | Deg belling with single kassi stroke min. 7.5 cm depth complete in all respect as per PWD specification and Engineer in Charge. |
| 21 | Filling expansion joints with special impervious hot pour 12.5 mm wide includings/o, c/o and loading unloading complete in all respect as per specification and direction ofEngineer in Charge. |
| 22 | Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints including supply and carriage and loading unloading of all material complete in all respect as per PWDspecification. |
| 23 | Extra bitumenPainting of 0.69 Kg/ sqmtr & on concrete surfaceof construction joint and bed sleeper including supply and carriage of all material complete in all respect as per specification and directions of Engineer in Charge. |
| 24 | Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per specification and directions of Engineer in Charge. |
| 25 | Filling of Contraction Joint with sealing Compound including Supply and carriage all material complete in all respects |
| 26 | Providing 150 mm wide water stop seal for construction joint including supply and carriage of all material complete in all respect as per specification and directions of Engineer in Charge. |
| 27 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead upto 30m.(E/W filling for dowel) |
| 28 | Providing and laying Cement concrete lining 10cm thick or lessin Bedwith Manuallyfor irrigation channels, using cement concrete(M20) mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge. |
| 29 | Cold twisted deformed rebbided /Tor steel bar) Bars FE 500grade ISI 1786 -1985 for RCC works where not included in complete rate i/c bending and placing in position including supply and carriage and loading unloading of all material complete in all respect as per PWD specification and direction of Engineer in Charge.( For Safety Ladders) |
| 30 | E/w excavation in foundation & trenches etc. in all kind of soil where pick jumper is not involved and not exceding 2 mtr depth including dressingComplete in all respect( For Safety Ladders) |
| 31 | Bending and fixing iron rungson side slopes as per is code 3873 -1993 complete in all respect as per PWD specification( For Safety Ladders) |
