LAYING OF CC ROAD

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and brancing, removal of stumps and other deleterious material and desposal upto a lead of 50 m, dressing of sides and bottom and backifilling in trenches with eccavaed suitable material as per Technical Specification 305 MORD / 304 MORTH.

Filling gravel including cost and conveyance of all materials and labour charges watering and tamping and all operational charges etc., complete.

Laying VCC (1:4:8) using 40 mm (SS-5) graded HBG m/c metal and OPC including cost & conveyance of all materials, labour charges, centering, machinery, laying in position, vibration, curing for 7 days and all incidental charges etc.

Construction of un - reinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavment, thickness as per design, over a prepared sub base, with 43 grade cement of only other type as per clause 1501.2.2 M30 (grade) coare and fine aggregates conforming to IS: 383 maximam in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side from work ( steel channel, laying and fixing of 125 micron thick polyteen film, wedges, steel plates including leveling the form work as per drawing ) spreading the concrete with sholvels, sakes, completed using needls, scareed and palte vibrators and finished in continuous, construciton joints applying debinding strips, primer, sealant, dowel bars, near approches to bridge/culvert and construciton joints, admixtures as approved.

Vaccum drying of freshly laid cement concret floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floating with power floater, mechanical, trawelling, finishing wit sound edges and corners, including hire and operational charges of mechinery, labour fuel etc.

Curing compound, including spraying at 0.25 Ltr/Sqm

Saw cut joints for freshly paid concrete pavement including all materials and labour charges.