Nagar Panchayat Sahjanwa Ward No.-06 NH-28 Parshuram Shukla ke Zameen Tak CC Road Ka Nirman

Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. (With Cartage 1 Km) As per SI No. 253

GSB Grade-1 Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 12.50cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 and as per direction of E/I.

WBM Grading - 3 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per MORD technical specification clause 405 and as per direction of E/I.

Construction of un-reinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.5 metre (5 fts) and lead upto 30m (100 fts) & including filling watering and ramming of excavation earth into the trenches or into the space between the building and the sides of foundation trenches or into the space between the building and the earth as directed by the Engineer-in-charge upto a distance of 30M (100 fts) from the foundation trenches etc. As per PWD SOR 251

Concrete with 4cm. Gauge stone ballast, C/sand & cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per PWD SOR 281

R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. As per PWD SOR 284(A)

Mild steel or reinfored for RCC work for proper completion of the work and including supply of steel its wastage. As per PWD SOR 504

Providing & fixing Marble Stone & photography etc.complete in all respect.

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