construction of road towards dattu shinde house at varale tal maval- 1 excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.... 2 supplying hard murum/ kankar at the road rite, including conveying and stacking complete..... 3 spreading hard murum/ soft murrum/ gravel or kankar for side width complete... 4 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete..... 5 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregale, watering and compacting with vibratory roller. to the required density. by mechanical means - grading using screening type a (13.2) mm aggregate).... 6 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete. with fully automatic micro processor based plc without scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with fine aggregate (crushed sand vsi grade finely washed)... 7 providing and laying cast in situ cement concrete in m-20with tremix treatment for 200mm thickness for concrete road is including laying plastic sheet for 125 micron thickness with groove bitumen (excluding reinforcement) with coarse and fine aggregate ( cutting of 4 mm wide and 20 mm deep with necessary refilling with natural sand vsi grade finely washed crushed sand) etc. complete -m30 item converted to m20 item. difference in cost of cement 0.40 mt-0.35 mt 0.05 mt at rs 6000 is 0.05 x 6000 rs 300, hence final rate = basic rate for m30 item - rs 3000 - rs 120 for non scada ie (8446-300-120-8026 final rate = 8026.00... 8 providing and laying for 150 mm dia sall glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refiling the trenches) complete.... 9 providing and laying concrete pipes of i.s.np. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete..... 10 testing charges estimate 11 basic test of aggregate. 12 concrete compressive strength of c.c. cube 13 royalty charges estimate 14 royalty charges for hard murum. rate royally + surcharge (2%) (211.05 +4.23216.18 per cum)....