gram Gahara me Lepan road se madiya talab ki or cc road v nali karya

Earth work in excavation for structures as per drawing and technical specification clause 305.1 i/c setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material.

Providing concrete 1:3:6 M10 grade plain/reinforced concrete in open foundations.

Providing, Laying Spreading and Compacting of well graded material ( Stone Dust) in blanket coat ( granular surface course) compacted thickness on a prepared base and compacting with power Roller including cost of material, labour T&P hire charge of Roller etc required for proper completion of the work as per Technical Specification clause 402.

Construction of granularsub base by providing well graded material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the density complete as per techical specification clause 401.

Brick masonry work in 1:4 cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202, & 1203.

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, Crushable 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 M 30 (Grade),Coarse and fine aggrigates confirming to IS:383, curing compound(where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501.

Plain cement concrete with 20mm gauge approved stone ballast, approved coarse sand, cement in the proporation of 1:2:4 including all material labour and T&P etc.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

S/F of marble stone with letter writing and photography