WARD NO 7 ATALNAGAR ME IDRISHI KE GHAR SE NAMAJIT KE GHAR HOTE HUYE MASJID KE BAGAL SE NIYAM KE GHAR TA EVM RASHID KE GHAR SE MUNSHIRAJA KE GHAR TAK CC ROAD NALI NIRMAN KARYA.

E/W EXCAVATION IN FOUNDATION IN ORDINARY SOIL…………… ETC COMPLETE AS PER DSR 2.6.1

E/W CUTTING & FILLING IN ORDINARY SOIL……….ETC COMPLETE.

P/L CEMENT CONCRETE (1:6:12) RATIO CEMENT COARSE SAND & 40MM BRICK BALLAST I/C LABOUR MATERIALS T&P …….ETC COMPLATE

R.C.C. WORK (1:1.5:3) RATIO CEMENT COARSE SAND & 20MM GAUGE STONE GRITE I/C LABOUR MATERIALS T&P ………ETC COMPLETE.

CENTERING & SHUTTERING …….ETC COMPLETE. FOOTING

WALL

SLAB

MILD STEEL IN PLAIN WORK

P/L GSB FOR G1 BY PROVIDING C GRADE MATERIALS SPREDING IN UNIFORM LAYERS WITH MORTAR T&P ……….ETC COMPLETE.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other tupe as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregate not ecceeding 25mm 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 lavelling the formwork as per drawing) apreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators and finished in continuous opreation including provision of contraction and expansion construction joints applying debonding strips, prime sealant dowel bars near approaches to bridge/culvert and construction joints admistures as approved curing of concrete slabs for 14-day, curing compound (where secified ) and water finishing to lines and grade as per drawing and Technical specification clause 1501