Construction of cleck room, stoff room work from sri ratan shukl nagar nigam inter collage juhi Under Ward-16 Zone-5

Dismantling of B.O.E soling/inter locking tiles Including Stacking of serviceable material and disposal of unserviceable material within a lead of 50m as per direction of EI/C (Labour only)

Construction of Granular sub base ( G.S.B. ) by providing closed graded material spreading in unifrom layer with motar grader on prepared surface mixing by mix in place menthod with totavator at OMC and compaciting with vibratory roller to achieve the desired density complete in MORTH & H specification 401

Providing and laying of factory made 80 mm thick Interlocking cement conment concrete Tiles ( 30 mpa ) including 25 mm thick eompacted bed of fine sand compacting and proper embedding /laying of Interloacking Tiles feveling and dressing of surgace to required level and slope filling joints with local sand including the cost of material, labour T&P etc.

Earth work in excavation in trenches for foundations pipes cable etc. in ordinary soil (loan clay or sand ) including lift up to 1.5 m lead up to 50 m and dressing of sides and ramming og bottom and disposal of surplus excavation earth as directed by the Engineer i/c within a lead of 50m.

Providing and laying in cement concrete 1:6:12 ( 1cement :6 fine sand :12 graded brick aggregate 40 mm nominal size ) and curing complete including cost of form work in foundation and floors.

Class-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulous mortar in foundation and pilinth including supply of all materials labour and tools and plants ete required for proper completion of the work

12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No extra for mixing any additive. (ll) 1 Cement :4 fine sand. (Chap.-13, Si. No.-1)

Providing laying spreading and compacting graded stone aggregate to Wet mix macadam ( W.M.M. ) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in unifrom layers with pavev in sub base coures on well prepared surface and compacting with vibratory density.

Providing and Applying Tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumious / granular surface cleaned with machanical broom.

Proving and laying Dense Graded bituminous macadam (D.G.B.M ) with 60 - 90 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bituminous binder @ 4.5 % by weight of total mix and filler tranporting the hot mix to work site laying with hydrostatic pawer finisher with sensor control to the required grade. level and alignment and rolling with smooth wheeled vibratory and tandem rollers to acheive the desired specification .