04 - Patti Dhiman mai Plate Singh Putr Surajmal ke Plot se Antar Singh Putr Bhanvar ke Plot tk RCC diwar ve CC Sadak nirman karya.

Construction of embankment /patri with material obtained from borropit cartage 5.00km . Construction of embankment / patri with material obtained from borropits cartage 2.00 km . Construction of embankment /patri with approved material obtained from borrow pits with all lift and leads transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2

provinding and laying in position cement concrete of specifed grade excluding the cost of centering and shuttering 1;4;8 (1 cement 4 coarse sand zone 111)derived from natural sources 8 grade stone aggregates 40mm nominal size derived from natural source ) DSR 2023SI.NO. 4.1.8

Providing ,laying ,spreading and compacting stone G-2 aggregates of spefic size to water bond macadam specifition including spreading in uniform thickness hand packing ,rolling with three wheel 80-100 tn static roller in stage to proper grade and cam MORD specification 405.2

Providing ,laying ,spreading and compacting stone G-3 aggregates of spefic size to water bond macadam specifition including spreading in uniform thickness hand packing ,rolling with three wheel 80-100 tn static roller in stage to proper grade and cam MORD specification 405.2

Contruction 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 rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401

REINFORCED CEMENT CONCRETE WORK IN wall (any thickness )including attached polaster buttresses plinth and string course fillets coloumn pillers piers abutments post and struts etc above plith level up to floor five level excluding cost of centering shuttering finished sand reinforced 1;1;5;3(1 cement ;1;5 coarse sand (zone 111)derived from natural soursed ) DSR 2023 SI NO. 5.2.2

Reinforcement and its bending but excluding its fixing and bending centring and shuttering including all material labour tools etcin comp position (s.i-504)

construction of un - reinforcement 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 as per clause 1501.1.2.2 M 30 Grade coarse and fine aggregates conforming to is 383 maximum size of coarse aggregate not exceeding 25 mm mixed a concrete mixer of not less than 0.2 cum capacity and opproriate weigh batcher using approved weigh batcher using mix design ,laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythen film wedges steel plates including leveling the formwork as per drawing spreeding the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous opertion including provision of contraction and expansion construction joint applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and construction joints admixture as approved curing of concrete slab for 14 days using curing compound (where specified and water finishing to lines and grade as per drawing and technical specification clause 1501

s/fixing sign board at site in comp .position