LOT21 WARD NO 07 KE AJAY KUMAR SINGH PATEL KE GHAR SE CHANDRAPATI PATEL KE GHAR NAGARPANCHYAT NAGARA TAK CC ROAD KA NIRMAN KARY

Excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches MORD SPEC NO 300

Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book

Brick masonary work in1:4 cement mortar in sub structure complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203

Plastering with cement mortar(1:4) 15mm thick on substructure as per technical specification clause 613.4 & 1204

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

Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.(M-125)

Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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 1000 m as per Technical Specification Clause 301.5.

Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book

WBM Grading - 3 with crushable screeningProviding laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over aprepared sub base, with 43grade cement or any of ther type as per clause 1501.2.2 M25 (Grade), coarse and fine agregates conforming to IS:383, maximum sixe of coarse aggregates not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the form work as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator sand finshed in continuos operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to line sand grade as per drawing and Technical Specification Clause 1501