Korauta mein patel chauraha se manna ke ghar tak sadak nirmaan kaary.

Earth Work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I.as per si.no. 253 Carted from 6.0 Km distance

Excavation in foundation in ordinary soil (Loam clay or sand) includind lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251.

Concrete with 4 cm.gauge brick ballast,sand of 1.25 F.M.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273-

M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as perS.I.No.305.

12 mm.thick plaster with cement morter in proportion of 1:4 cement and sand of 1.25 F.M.over brick work minimum thickness not to be less than 10 m.m.including s/o all materials labour and T&P.required for proper completion of the work.as per SI.No.584

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller complete as per T.S. clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 density Grading 3 as per Technical Specification Clause 405.

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

Providing and laying 350 mm Dia NP3 RCC hume pipe medium duty confirm to IS 458 : 2003 spigot jointed with stiff mixture of cement in the proportion of 1:2 including testing of joints all taxes transportation charges & contractor "s profit etc. complete.

Supply and Fixing Of imformatory sign board