VIKASH KHNND PAHADI DE GRAM PANCHYAT MAUWARI MEIN PAKKI SADAK AKARA SE DAKSHIN RINKU MISTRI KE GHAR TAK CC ROAD KA NIRMAN WORK

Work

E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material

Providing and laying concrete for plain/reinforced concrete M10 (1:3:6) open foundations complete as per drawings and technical specifications clause 802,803,1202&1203

Brick masonry work in 1:4 cement and course sand mortar in foundation complete excluding pinting & plastering as per drawing and tchnicla specifications clause 600,1202 1203

Construction of gramular sub base by providing well graded Material Sprddeing in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing laying, spreading and compacting stone aggregates of 53mm to 22.4 mm sizes to water bound macadam (WBMIII) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying asnd brooming stone screening to fill up the interstices of coarse aggregate, watering

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and fondationof other structures grades and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Cement Concrete Pavement: Construction of un-reinforceced ,dowel jointed at expansion and consruction joint only, plai cement concrete pavement, thickness as per design ,over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501 .2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing ,speading the concrete with shovels rackes, compacted using needle screed and plate vibrators and finished in continuous oparation including provision of contraction and expansion ,construction jointes, applying debonding strips, primer,sealant dowel bars ,near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days.using curing compounds(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 on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete MORD 1100

Supply of informatory MS Sign Board i/c all supply all labour material and painting & writing T&P etc all complete work