DMF

Earth work excavation for structure as per drawing and technical specificaitons Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and othr deleterius material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials as per Technical specification 305 MORD/304 MORTH.Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.

PCC-M10:Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for foundation. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST for M10 mix for levelling course.

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH, including contractors profit & Over head charges @ 13.615% but excluding GST and Seigniorage charges etc. complete upto 5 to 10m height. - For Raft

Plain cement concrete M15 grade (Design Mix) using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH,including contractors profit & Over head charges @ 13.615%, but excluding GST and seigniorage etc., complete (upto 5m height)

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH, including contractors profit & Over head charges @ 13.615% but excluding GST and Seigniorage charges etc. complete upto 5 to 10m height. - For Slabs

Collection and supply of selected earth from approved quarry to work spot and stacked at road side to dept guage per premeasurements and spreading selected earth including watering and ramming etc. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1002 and 1010 MORD & 1202 MORD/ 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded, including overhead charges & contractors profit @ 13.615%, but excluding GST etc. complete

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002 and 1010 MORD & 1202 MORD/ 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded, including overhead charges & contractors profit @ 13.615%, but excluding GST etc. complete

Compaction of Granular sub base with well graded/coarse graded material Grading III material using 9.5 mm to 4.75 mm @ 35 per cent, 4.75 mm to 2.36 mm @ 12.5 per cent, and 2.36 mm below @ 52.5 per cent to obtain CBR Value not less than 15 and plasticity index <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 Sub-base for compaction upto OMC. including cost of materials, labour, conveyance, hire charges of machinery, including Overheads & Contractors Profit @ 13.615% but excluding GST & Seigniorage charges 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 CC(1:2:4), 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), including overhead charges & contractors profit @ 13.615%, but excluding GST etc. complete