CONSTRUCTION OF CC ROAD AND DRAIN AT GRAM PANCHYAT MARDANPUR SANTOSH KATIYAR HOUSE TO NAHAR ROAD TAK AT VIDHAN SABHA BITHOOR.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3

P/L in position cement concrete of specific grade excluding the cost of centering and shuttering 2 all works upto plinth level in 1:4:8 cement c/ sand and 40 mm guage stone ballast as per Chapter 5 SI 1 DSR/PWD spec 4.1.8

Brick masonry work in cement mortar in substructure complete excepting pointing and 3 plastering as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204

Construction of granuralr sub base by providing welll graded material spreading in uniform layer with motor grader on prepared surface mixing by wet mix in place mathode as per MORD Specification 401

412 mm thick plaster of mix 1:4 with cement & coarse sand as per PWD schd Chapter 13 SI 2 DSR/PWD spec 13.4.1

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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, 6 stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, 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 15:383, 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 formwork (steel channel, laying and fixing of 125 micron 7 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, us

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204

Supplying fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000,1202