st to anasaheb bhagwat meche wasti (ward no. 1) - dressing of side shoulder / scrapping the road side shoulder by mechanical means( by jcb /douzer) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by engineer in charge. 2 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 aggregate, watering and compacting with vibratory roller. to the required density. by mechanical means - grading i (using screening type a (13.2) mm aggregate) 3 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 aggregate, watering and compacting with vibratory roller to the required density. by mechanical means - grading ii (using screening type b (11.2 mm) aggregate) 4 laboratory testing charges for road required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 5 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 6 excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. ( by mechanical means ) 7 excavation for foundationin hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. 8 providing and laying in situ / ready mix cement concrete of m-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with scada with fine agreegates of required specifications (natural sand / vsi sand finely washed etc ).i.) p.c.c grade m 10( nominal mix 1:3:6 ) . concrete for leveling course 9 providing & layingr c c pipe np 3. providing and laying cement concrete pipe of is 458:2003 np-3 class of 1000mm diameter in proper line, level and slopeetc. complete. 1000 mm diameter 10 providing cast in situ / ready mix m20 grade cement concrete for head walls of cd work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with scada .p c cm 20 grade. concrete for head walls 11 backfilling behind abutments,returns, retaining walls with material obtained from borrow pits. back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) 12 laboratory testing charges for cd work for various material required for items of work, on the basis of testing frequency and charges fixed by vigilance and quality control 13 royalty for the materials. providing royalty for the materials such as rubble, metal, murum, crushed metal, sand, excavated earth etc complete. 14 goods and service tax 15 insurance towards labour