Construction of C.C Road and drain from H/o Shri Wakeel to H/o Shri Usman Gani (Samaspur road) in ward no-06, Lawar, (Distt.Meerut)

Earth work in filling upto distance 5.00 km lead with cartage/royalty for levelling dressing including supply of all material,labour and T&P etc.required for proper completion of work,asper analysis

Concrete in 1:6:12 with cement,fine sand and brick ballast of 4cm guage including supply of all material,labour and T&P etc.required for proper completion of work(Chpt-5/273)

M-150 brick work in 1:4 with cement,coarse sand mortar including supply of all material,labour and T&P etc.required for proper completion of work,(asper Analysis)

12mm thick Plaster in 1:4with cement,coarse sand mortar including supply of all material,labour and T&P etc.required for proper completion of work,(asper analysis)

Laying of C.C work in 1:2:4 with cement,coarse sand and stone ballast of 2cm guage including supply of all material,labour and T&P etc required for proper completion of work (Chpt-5/279a)

Providing,laying,spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with wheeled steel/vibratory roller 8-10 tonnes in stage 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-II)

Providing,laying,spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with wheeled steel/vibratory roller 8-10 tonnes in stage 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)

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 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggragate not exceeding 25mm,mix in a concrete mixer not less then 0.2 cum capacity and appropriate weight batcher using approved m,ix design,laid in approved fixed side form work(steel channel laying an fixing of 125 micron thick polytheen film & dowel bars ,wedges ,steel plates including supply of all material,labour and T&P etc required for proper completion of work (asper analysis

Mild steel or Iron work such as Channel steel including supply of all material,labour and T&P etc.required for proper completion of work,asper sail