Constructing road widening with interlocking paving block V2 roads in BBMB colony Talwara Township

Dismantling boulder masonry/concrete In cement or lime [CSR item No. 8.31 (h) (i) ]

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2 Mtr. Depth 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 layer with compaction including disposal of all surplus soil as directed with in lead of 30 Mtr.,*(CSR item No 6.6)

Compaction of Earth work Compactionof earthwork&Preparationof sub grade including loosening, leveling of earth 225mmm thick top layer,rough dressing of soil, final dressingofearthtogive level, camber,watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers) { CSR item No 24.4 (c) }

Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. 0.5 to 1.0 km Including loading and unloding. [CSR item No.-5.2(i) & 4.1 (A)]

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)[CSR item No.-9.1 ]

Water Bound Macadam Grading I 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 in stages to proper grade and camber,applying and brooming requisitetype of screening/ binding Materialstofill up the interstices of coarseaggregate, watering and compacting to therequireddensitycomplete as per technical clause 404 of MORT&H specifications [ csr 24.11 (i)] and A&C -9

Cement concrete 1:4:8 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type with compection 2 layers [CSR item No.-10.10 (ii) ]

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type ( CSR10.13 (a) (ii) ) (A&C-I)

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the [CSR item No.-29.63 (B)(a) ] Double Road Gully Chamber SSize 1448mm x 457mm x 800mm

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (CSR 29.46 (b) e ) R.C.C. Pipe NP -2 300mm i/d pipe