Construction work of interlocking road and drain from Modinagar Fafarana Road to Ved Vihar Colony.

Construction of embankment with approved material obtained from borrow pits with a lift upto 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 upto 5000 m as per Technical Specification Clause 301.5

Earthwork in excavation in ordinary soil for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, for depth up to 1.5m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. As per Technical Specification Clause 300

Construction of granular sub base by providing well graded material spreading in uniform layers with mortar grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desire density,complete as per technical specification clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming,stone Type B 11.2 mm for grading 3 screening requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

Supply & laying of 80 mm thick ISI Marked I Shaped (gray base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500 Gray colour

Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Supply; fitting , and placing HYSD bar reinforcement (Fe-550) in Foundation and MS bars reinforcement (Fe-415) substructure complete as per drawing and technical specfications Clauses1002, 1005, 1010 and 1202. Reference to MORD Specfications 1000 SI No. 12.8 Unit= T