Gram khedha gadhai, vikas khand thanabhawan mein khaale ke pul(chandrapal-sahab singh) keg her ke paas sthit pul se bunta rajvaha tak kaali sadak nirmaan karya

Earth work in cutting or in embankment in ordinary soll, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earth work in embankment to be in 20 cm.(8") layers Including ramming & dressing in ic all tis per 51-253(s) + Including mechanically compected as per SI No-260a

(1) Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 1:4:8 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per S.I. No. 281

Brick masonry work in cement mortar in 1:4 substructure complete excepting pointing and plastering, as per drawing in foundation up to plinth and technical specification Clauses 602, 603, 604, 1202 & 1204 And (mord No. 600)Cem,ent coarsesand

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600)Cement coarse sand

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings in 1:2:4 and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200)M-20

Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer-in-charge. For small area for big area as per MORTH or MORD (s.i. no.-772)

Construction of Granular Sub Base by providing Well graded material, spreading In uniform layers with Motor grader/Tractor mounted appropriate equipment on prepared surface, mbing 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 Clouse 401Mechanical mean

Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadarn (WBM-G-II) specification inol spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stage to proper grade and camber, applying and brooming, crushable screening to fill \up the interstices of coarse aggregate, watering and compacting tothe required density Grading 2 as per Technical Specification Clause 405Mechancial mean

Providing,laying spreading and compacting stone aggregates of specific size to water Bound Macadam(WBM-GIII) specification incl spreading in uniform thickness hand , packing, rolling with three wheel 80-100kn static roller in stage proper grade and cambering and applying and grooming, crushable screening to fill up the interstics of coarse aggregate watering and compact the required density Grading 3 as per Technical Specification Clause 405 Mechanical mean