Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 200 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil:
2
Supply & laying of dry stone soling including hand packing and ramming including all leads lifts cost & carriages of materials involved upto site of work complete
3
Providing & laying in position specified grade of cement concrete, including the cost of centering, shuttering, finishing. All work up to plinth level in 1: 4: 8 (1 cement: 4 coarse sand: 8 graded stone aggregate) 40mm nominal size Crushed, including all leds, lifts cost & avg carriages of materials upto site fo work complete.
4
Providing & laying in position specified grade of cement concrete, including the cost of centering, shuttering, finishing. All work above plinth level in 1: 2: 4 (1 cement: 2coarse sand: 4graded stone aggregate) 20mm nominal size Crushed, including all carriages of materials upto site fo work complete. Above plinth
5
Centering and shuttering including strutting and propping etc and removal of form work for retaining walls, walls (any thickness) inc. attached pilasters, butresses, plinth and string courses fillets etc
6
Providing and laying of cement concrete flooring in 1:2:4 mix including all carriages complete job 50 mm thick
7
Providing and fixing of 3\" PVC pipes for weeping holes.
8
Providing and laying of RCC spun pipes in position including earth work cutting, laying of pipes in position & re filling by exeavated materials, providing sufficient cushions over pipes including loading, unloading, & including all carriages upto site of work complete. (inl. Cost of pipes)
9
Providing and laying Nallah Muck/Quarry Muck having P.I not more than 6, Incl Spreading in layers not exceeding 150mm compacted thickness and consoludated by 8-10 Ton poer road roller at OMC to achive at least 90.8% of Max. dry density as per IS 2720 to the required and grade as per specifications with CBR value not less than 20 inl. all lead and carriage complete.
10
Supply stacking & Laying of 63mm to 45mmquarry stone agg. at site inl. stone screening - chippings at site 13.2 mm nominal size inl moorum / binding material consolidation with Power Road Roller of 8-10 Tonne capacity All leads lifts and carriage. Please Enable Macros to View BoQ information
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