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| 1 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum 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. |
| 3 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations inlcuding all lifts and leads, excluding royality. |
| 4 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications |
| 5 | Dressing of Earthwork for new work or remodeling work. |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 7 | Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. |
| 8 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 9 | Dag Belling single kassi stroke complete in all respect |
| 10 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. |
| 11 | Cement concrete lining 75mm thick or less (for 60 mm)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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 12 | Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications |
| 13 | Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications |
| 14 | Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved) |
| 15 | Filling Contraction Joint with sealing compound complete in all respect |
| 16 | Filling expansion joint with Sealing Compound. complete in all respect |
| 17 | Extra bitumen painting at 0.69 Kg. per Sqm. |
| 18 | Providing & laying 250 mm wide Polythene LDPE Film 150 micron over sleepers |
| 19 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With 'H' 0.5 m to 0.9 m. CSR Item No 20.1b(ii) |
| 20 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With 'H' 0.5 m to 0.9 m. CSR ITEM NO. 20.02 b (ii) |
| 21 | Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets. With 'H' 0.5 m to 0.9 m. CSR Item No 20.1d(ii) |
| 22 | (20.1) Extra labour for dressing bricks On O.F. and A.P.M. type outlets ((ii)) With H more than 0.5 m. but upto 0.9 m |
| 23 | (20.3) Making temporary A.P.M. Block and fixing at site ((a) ) In case of new outlets where no dismantling and reconstructing of gullet walls is involved |
| 24 | (10.12) Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type |
| 25 | (10.15) Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 26 | (11.3 (i)) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 27 | (18.18) 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 |
| 28 | (9.8) Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 29 | Any other Item Please Enable Macros to View BoQ information |
