CC Road

Earth work excavation in ordinary soils at site with suitable lead and lift and breaking clods and sectioning for retainig wall

Cost and conveyence of Sand filling including all charges but excluding labour charges for Filling

PCC (1:4:8) prop nominal mix (cement: FA: CA) using 40mm size HBG (SS5) metal from approved quarry including Cost and Conveyance of all materials like cement, sand, CA, water etc. to site, including all operational, incidental, and labour charges such as mixing, laying and ramming CC in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item work but excluding seigniorage charges for Foundations (APSSNo.402)

Plain vibrated Cement Concrete M15 (1:2:4) Grade using 60% of 20mm HBG graded metal & 40% of 12mm HBG graded metal mechanically mixed including cost and conveyance of all materials inclusve of seignorage caharges, centering, laying, vibration and curing and machine mixing charges for cc road pavement etc., complete as per and technical specification Clause 802.803,1202 & MORD and 1500,1700 & 2100 MORTH.

Construction of un-reinforced, 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 1501.22 M 20(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22

Cost and conveyance of Gravel for Shoulders including all labour chargesetc.,Complete.

Earth work excavation in ordinary soils at site with suitable lead and lift and breaking clods and sectioning for retainig wall

Cost and conveyence of Sand filling including all charges but excluding labour charges for Filling

PCC (1:4:8) prop nominal mix (cement: FA: CA) using 40mm size HBG (SS5) metal from approved quarry including Cost and Conveyance of all materials like cement, sand, CA, water etc. to site, including all operational, incidental, and labour charges such as mixing, laying and ramming CC in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item work but excluding seigniorage charges for Foundations (APSSNo.402)

Plain vibrated Cement Concrete M15 (1:2:4) Grade using 60% of 20mm HBG graded metal & 40% of 12mm HBG graded metal mechanically mixed including cost and conveyance of all materials inclusve of seignorage caharges, centering, laying, vibration and curing and machine mixing charges for cc road pavement etc., complete as per and technical specification Clause 802.803,1202 & MORD and 1500,1700 & 2100 MORTH.

Construction of un-reinforced, 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 1501.22 M 20(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22

Cost and conveyance of Gravel for Shoulders including all labour chargesetc.,Complete.