CC road construction work on Qila Mohammadi Drain Rapta bridge between Village Parvar West and Majra Tikra of Village Kalli East under Sarojini Nagar

Site Visit & Photograph.

Excavation in Cutting in Soil by manual means with lead upto 50 m, Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (S.I No 2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttring 1:5:10 (1 cement : 5 coarse sand ( Zone-III ) derived from natural sources : 10 graded stone aggregate 40mm nominal size derived from natural sources) All work upto plinth level(PWD (SCH)273)

Brick masonry work in 1:4 cement mortar (1: cement 4:coarse sand) with common burnt clay non modular briks in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. (SOR DAR 6.1.2 )

Providing concrete for plain/reinforced concrete Nominal mix 1 : 2 : 4 (Hand mixed) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.

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 rotavater at OMC,and compacting with vibratory roller to achieved the desired density complete as per clause. (AR)

Providing,laying. spreading and compacting stone aggregates of specific sizes 53 mm to 22.4mm to water bound macadam (G-3) 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 dust to fill up the interstices of coarse aggregate, watering and compacting thickness to the required density Grading -3 as per Technical Specification Clause 405(AR)

Construction of un-reinforced , plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), 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 formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling 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, construction joints, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using cruing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification clause 1501.(AR)

Providing and laying of expansion joint filler at joint.(M.R)

S/F Sign board etc all complete.