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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings & trees girth up to 300 mm removal of stumps of trees cut earlier & disposal of unservicable materials & stacking of servicable materials to be used or auctioned, up to a lead of 1000 mtr. including remaoval and disposal of top organic soil not exceeding 150 mm in thickness etc with all leads, lifts and delifts with cost of all labour,T & P, hiring and running charges of all machineries, B&OCWW cess but excluding GST etc. complete as per direction of Engineer-in-Charge. |
| 2 | Earth work in approved type of soil from approvedborrow area by mechanical means and loading in to transportation vehicle, transportation of earth by mechanical means and unloadingthe earth over the scintifically approved surface of the embankment in proper profiles with all leads, lifts,delifts includingrough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transportated earth andlaying in22.50 cm layers to make ready for watering and compaction in embankment for all heightsincluding construction, maintenance, watering and lighting of haul road and borrow areas including cost of hire & running charges of all machineries, T & P, cost of fuel, lubricants, cost of alllabour, carriage, royalty,B&OCWW cess but excluding GST etc. complete as per specification and direction of the Engineer-in-Charge. (Measurement will be taken on finished compacted level section under OMC condition only. Earth to be arranged by the contractor at his own cost and responsibility). |
| 3 | Watering earth work upto OMC condition and compaction by Vibratory Rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries, cost of all labour, T&P, B&OCWW cess but excluding GST etc. complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.) |
| 4 | Providing stone rip-rap to the slope of earth dam & dyke with quarried granite stone boulders of size 0.30m & above including dumping in slope filling interstices with small stones & wedge & packing surface to proper line & level including fixing wave breakers complete withcost, carriage, royalty of all materials, cost of all labour, T&P, B&OCWW cess but excluding GST etccompleteas per approved specification anddirection of the Engineer-in-charge. |
| 5 | Rough stone dry packing in approns & revetments with hard granite stones of 30cmabove size from approved quarry, filling the intersticks with small stones & wedging to proper line & levelwithcost, carriage, royality of all materials, cost of all labour, T&P, B&OCWW cess but excluding GST etccompleteas per approved specification anddirection of the Engineer-in-charge. |
| 6 | Earth work in excavation of foundation in all kinds of soil including rough dressing, levelling the foundation bedand laying the excavated earth in layers not exceeding 0.30m depth in the specified filling sections, rough dressing and breaking clods to maximum 5 cm to 7 cm and disposing the excess earth away from work site with all leads , lifts, delifts includingcost of all labour, T&P,B&OCWW cess but excluding GST etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 7 | Filling foundation and plinth with excavated materials laying in layers not exceeding 0.30M in depth including well watered and rammedwith cost of all labour , T &P,B&OCWW cess but excluding GST etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 8 | Collecting, supplying and stacking of good qualitymoorumandsand in regular box heap size of 1.50m X 1.50m X 0.44m to be measured as one cum, conveying from stacksand admixing moorum and sand in (70:30) proportion and laying in sub-base of road in layers not exceeding150 mm thick, consolidation with P.R.R, with all leads , lifts and delifts including cost, conveyance, royalty of all materials, cost of all labour,T&P, hire and running charges of machineries, B&OCWW cess excluding GSTetc.complete as per approved specification anddirection of the Engineer-in-Charge.(Measuremnt will be taken on finished compacted sections only) |
| 9 | Collecting and supplying of approved quality of hard granite Grade-II Metal ( 63 mm to 45 mm.)and binding materials (moorum from approved querry and stacking at work site in regular stacks of 1.50 x 1.50 x 0.44 m to be measured as 1 cum for premeasurement inclduing cost, carriage, royality and all other taxes of all materials etc complete and conveying from stacks, spreading in layers and compacting stone aggreegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled Road Roller 8 to 10 Tonnsin stage to proper grade and camber, applying and brooming requisite type screening binding materials to fill up the interstics of coarse aggregates, watering and compacting to the required density as per clause 404 of M.O.R.T & Hspecification of Road and Bridge work (4th Revision) complete with cost of all labour T&P, hire and running charges of machinery & equipments, B&OCWW cess but excluding GST etccompleteas per approved specification anddirection of the Engineer-in-charge. |
| 10 | Collecting and supplying of approved quality of hard granite IRC Grade-III Metal ( 53 mm to 22.40 mm. ) and binding materials (moorum from approved querry and stacking at work site in regular stacks of 1.50 x1.50x 0.44 m to be measured as 1 cum for premeasurement inclduing cost, carriage, royalty and all other taxes of all materials etc complete and conveying from stacks, spreading in layers and compacting stone aggreegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled Road Roller 8 to 10 Tonnsin stage to proper grade and camber, applying and brooming requisite type screening binding materials to fill up the interstics of coarse aggregates, watering and compacting to the required density as per clause 404 of M.O.R.T&Hspecification of Road and Bridge work (4th Revision) complete with cost of all labour T&P, hire and running charges of machinery & equipments, B&OCWW cess but excluding GST etccompleteas per approved specification anddirection of the Engineer-in-charge. |
