C/O Link road Khajjian to Bassa Kudiala (Gujjar Basti) road in kms 0/0 to 2/0

Amount

Providing, laying, spreading and compacting of stone aggregate of specific sizes to water bound Macadam specification including spreading in uniform thickness using template hand packing, rolling with three wheel 80-100 ( eighty / hundred ) K.N. static Road roller in stages to proper grade and camber, applying and brooming, with application of stone screening type-A of size 11.2mm ( eleven decimal two ) millimeters at the rate of 0.27 cum ( zero point two seven cubic metres) per ten square metres, and binding materials at the rate of 0.08 cum ( zero point zero eight cubic meter ) to fill up the intersitices of coarse aggregate, watering and compacting to the required density grading –I, 90mm to 45mm ( ninety millimeters to forty five millimeters ) size, 100mm ( hundred millimeters ) compacted thickness as per technical specifications clause No. 405 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government

Providing and laying cement concrete 1:4:8 (one cement; four sand : eight graded /crushed stone aggregate 40mm(forty millimeters) nominal size mixed and vibrated mechanically and curing complete including the cost of form work in foundation and plinth in all depths as per technical specification clause 802, 803 1202 and 1203 including carriage of materials within all leads and lifts and other incidental charges. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Construction of unreinforced , without dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 (forty three ) grade cement or any other type as per clause 1501.2.2 ) M-30 (M- grade, coarse and fine aggregates conforming to IS: 383: maximum size of course aggregate not exceeding 25 mm ( twenty five millimeters ) , mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic meter ) capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel laying and fixing of 125 ( one hundred twenty five ) micron thick polythene film, wedges, steel plates including leveling the form work 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 of joints, applying depending, strips, primer, sealant dowel 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 specifications clause 1501 as per directions of the Engineer-in- charge including carriage of materials within all leads and lifts and other incidentals The rates including octroi, royality, malkana, toll tax, sale tax or any other taxes imposed by the Government

PANKAJ MAHAJAN

amisha gupta

MANGAL SINGH GOVT. CONTRACTOR

RAKESH PATHANIA

HARSH VARDHAN

ABHINAV MAHAJAN