MADHUPUR NAUGARH ROAD SE SATYAPRAKASH KE GHAR TAK INTERLOKING KA NIRMNA

Earthwork in excavation ordinary soil for structures as per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain Cement Concrete (PCC) M-10 (1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802

Stone Masonary work in cement mortor ( 1:4 ) in foundation complete asper drawing and techanical specification clause 702,704,1202 and 1203 (2nd sort)

Construction of Embankment with Material Obtained from Borrow pits with a lift upto 1.50m, 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 Techinacal Specification Clause 301.5

Construction of granular sub-base by providing ready mix material spreading in uniform layers with motor grader on prepared surface and compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMC complete as per Technical specification Clause 401. (GSB)

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes ( Crusher broken) to water bound macadam (WBM!!!) 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 (WBM!!!)

Providing and laying of Rubber Moulded coloured ordainary interlocking concrete block pavements having thickness 80 mm including levelling and dressing of surface to required level and sslope, spreading and moisting 30 mm thick sand/ dala dust on bed, filling joints with local sand /dala dust etc as per technical specification clause 1504

Providing PCC M-20 (1:2:4) archtectural coping on the top of wing / return wall . Etc. complete asper drawing and techanical spec.clause 615,710 and 1204.3.11

Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.0 with lead upto 1000 m as per Technical Specification Clause 303.1

Providing and laying Reinforcement cement concrete pipe Np3 ( burried conducts) on first class bedding of granular material in Single row including collar with cement mortar 1:2 but excluding excavation, protection work, backing, concrete and masonary works in head walls and parapet. ( 600 mm dia ) MORD 1100