Ward-07 Mohalla heeralal mai maan singh ke makan se dharmadra ke makan tak c c road or nail nirman ka karye

scraping old painted surface including disposal of all scraped material to a distance of 30 meter(100ft) as per morth or mord.s.i-772

Concrete with 4cm gaguge brick ballast fine sand of 1.25 F.M and cement, in proportion of 12:6:1 in foundation and under floors, including supply of all materials labour, Tools & plants etc. required for proper completion work as per SI no. 273

M-150 Brick work in 1:4 (one cement and four course sand) mortar in Foundation and plinth including supply of all materials labout, Tools & plants etc, requriced for proper completion workas per SI no 305A

12mm thick plaster with cement and coarse sand of 1.25 fineness moduless in 1:4 over brick work minimum thickness not to be less then 1cm including supply of all materoals labout tolls & palants etc, required for proper completion works As per SI no

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (For Grading-III) including all material, labour, taxes but excluding GST

Construction of un-reinforced, 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 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 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, 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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

R.c.c 1:1:5:3 cement c. sand with 2cm stone grit

M.S iron work in r.c.c and R.B.C comoplete item

Malba and scrap shifting from site lead up to 5km