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| 1 | 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 for filliing excluding royalty |
| 2 | Cement Conc. 1:2:4 with stone ballast or shingle mixing by mechanical means. |
| 3 | Kassi work undressed involving andaverage horizontal throw up to 2.0 metres and and average vertical lift up to 0.5 metres including breaking of clods. |
| 4 | Rehandling of earth work recently excavated |
| 5 | Dressing of new earthwork. |
| 6 | Preparation for Sub Grade for Lining |
| 7 | First Class burnt Brick Masonary laid in cement sand mortar 1:6 in foundation and plinth . |
| 8 | 10 mm thick plaster with cement mortar 1:4 on bed & top of side walls. |
| 9 | 10 mm thick plaster with cement mortar 1:4 on walls. |
| 10 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 11 | 10 mm thick plaster with cement mortar 1:3 on bed & top of side walls. |
| 12 | 10 mm thick plaster with cement mortar 1:3 on walls. |
| 13 | R.C.C 1:2:4 with stone blast mixing by mechanical means. |
| 14 | Cement Conc. 1:4:8 with Stone aggregate 40 mm mixing by manual means. |
| 15 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved 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. |
| 16 | Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position |
| 17 | Supplying & laying dry brick ballast. |
| 18 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 19 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 20 | Providing lowering & jointing NP2 RCC pipe 600 mm dia in trenches & laying same to correct allignment (Complete) |
| 21 | Providing and fixing of Alfa valve of 500 mm dia to correct allignment (Complete). |
| 22 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 23 | Cement Conc. 1:2:4 with stone ballast or shingle mixing by manual means. |
| 24 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 25 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 26 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 27 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) |
| 28 | Fixing of RCC Frame in Nakka |
| 29 | Any other Item Please Enable Macros to View BoQ information |