DMF

Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift of upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 MoRD Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.

Construction of sub grade using suitable local selected soil aggregate spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC and compaction with three wheel 80 -100 KN static roller capacity to achieve the desired density complete as per (Table 2.3 of IRC SP 77-2008) specificaions, including Overheads & Contractors Profit @13.615% etc.complete but excluding Seigniorage and GST charges for finished item of work

Construction of granular sub-base by providing well graded material Grading III Material using 9.5 mm to 4.75 mm @ 35 per cent, 4.75 mm to 2.36 mm @ 12.50 percent, and 2.36 mm below @ 52.5 percent to obtain CBR Value not less than 15 and PI Value less than 6% in soaked condition when compacted including cost, conveyance, seigniorage and labour charges and stacking to Departmental guage for pre measurements as per Technical Specification Clause 401 MORD & as per Table 400.1 towards construction of subbase for compaction upto OMC, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

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 M20 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, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22.(without dowel bars)(VCC M20) including overhead charges & Contractors profit @ 13.615% but excluding Seigniorage charges and GST etc. complete

Construction of shoulders with local selected material including cost and conveyance of all materials and labour charges etc., including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 450mm dia