Contraction C C road and nali bijali ghar campus in Ekdil

Earth work in filling cartage up to 8.0 km excluding royality

Earth work in excavation in foundation in ordinary soil (loam, clay or sand )including lift up to 1.5 meter and lead up to 30 meter all as per sor 251

cement concrete in 1:4:8 cement and coarse sand with approved stone ballast all as per sor no 281

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

first class brick work in 1:4 cement and coarse sand including supply of all materials ,labour and t&p all as per 303 N.S

12 mm cement plaster of mix 1:4 cement and c sand asper dsr 13.4.2

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 1501.2.2 M30 (Grade), coarse and fine aggregates 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 levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

cement concrete with 2cm gauge approved stone ballast approved coarse sand cement in the proportion of 1:2:4 including supply of all material t&petc all as per sor no 279a

supply and fixing inougration stone all complete

RCC work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:2:4 all as per sor si no 283