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| 1 | Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge above 4.5 cumecs including boundary road |
| 2 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m |
| 3 | Earthwork for compaction in 20 cm layers and dressing., Extra for watering the earth., Extra for rolling to specifications. |
| 4 | Dressing of earthwork new work or remodeling work |
| 5 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m |
| 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 | Excavating conglomerate for drains and bed sleepers under the lining. |
| 9 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 10 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 11 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. |
| 12 | Cement concrete lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (for vertical height upto 2.0 m) |
| 13 | Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. |
| 14 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 15 | Filling Contraction/Construction Joint with sealing compound complete in all respect |
| 16 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 17 | Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm |
| 18 | 250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. |
| 19 | Dismantling brick work, tile masonry or tile lining (in cement mortar). |
| 20 | C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type |
| 21 | C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type |
| 22 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 23 | Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with \"H\" more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) . |
| 24 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with \"H\" more than 0.50 m but upto 0.90 m. |
| 25 | Extra labour for dressing bricks on O.F. and A.P.M. type outlets with \"H\" more than 0.50 m but upto 0.90 m. |
| 26 | PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type |
| 27 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. |
| 28 | RCC M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure |
| 29 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 30 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth plinth. |
| 31 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m c/c, 1.8m high 1.1 m below G.L. /Road level all steel parts and fittments to be galvanised by hot dip process all fittings to be IS 1367 and IS 1364 metal beaam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm 330 mm long complete as per clause 610 |
| 32 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 33 | Exacavation of soil using hydraulic excavator and hydraulic tractor trolly i/c cutting and loading ain trolly and transporting to the embankment locations including all lifts and leads, excluding royality. |
| 34 | Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Providing, laying, spreading and compacting stone aggregates of Grading I towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheeled roller 8-10 tonnes instages to proper grade and camber, applying and brooming requisite typeof binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the requireddensity completeas per technicalspecifications |
| 35 | Any other Item Please Enable Macros to View BoQ information |
