9.npp sandila w7 me mohd arif ke makan se aziz ahmad ke makan se shakeel ke makan hote hue haneef ghazi ke makan se jkr lawn ke piche tak nali va cc road nirman karya

Eearthwork in excauvation ilc all comp.AS S.I.NO-251.

Plain cement Concrement 1:6:12 nominal mix in |foundation with crushed aggregate 40 mm nominal size 3 mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.AS |S.I.NO.(273)

M-150 Class BIW in 1:4 cement with c- sand ilc all comp..AS PWD SOR 19/7/2022 S.I.NO-305a.

Furnishing and placing reintforced cement concrement 5 in super structure as per drawing and Technical Specifications.M20 (1:2:4).S.I.NO.(283)

Supplying fitting and placing HYSD bar reinforcement 6 in superstructure complete as per drawing and Technical Specifications clauses.S.I.NO.(504)

Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructurelsuperstracutre .S.l.NO.584.

Earthwork in filling in ordinary soil including cartage of earth 3km from site etc all completion of work and as per direction of Engineer in charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in ৪ place method with rotavator at OMC, and compactina with smooth wheel roller to achieve the desired |density, complete as per Technical Specification Clause 401.

Construcation of un-reinforceed, dowel jointed at expanssion and construction joint only, plain cement |concrete payment, thickness as |desing over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates |conforming to IS: 383, Maximum size of coarse aggregate not exceeding 25 mm Mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid |in approved fixed side lorwork (steel plates including leveling the |formwork as per drawing)spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, |constrution joint, applying deboning strips, primer, sealamt dwell bars, near approaches to bridge/culvert and construction joint, admixtures as approved, curing of

Providing and fixing of granite stone inugration bord with brick work padstel with plaster and putty and paint in all work comp.