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| 1 | Excavation for foundations, sub structures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, runnings and , shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy / marshy / slushy soil, marine clay, reclaimed land etc. for depths / lifts upto 1.5M measured from the ground level, including dressing / trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, back filling in layers not more than 200 mm thickness, watering, consolidating, compacting to achieve not less then 97 % Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150 m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. |
| 2 | Excavation forfoundation, substructures, basements, tanks, sumps, walls, chambers,manholes,trenches,poles,pits&generalbuildingworksinsoft/disintegratedrock,sandstone,stiffclay,gravel,cobblestone,hardlaterite,waterboundmacadam,wetmixmacadam,asphaltmixcarpetofanytype,pitching,soling,pathsandhardcore,limeconcrete,plaincementconcrete,stonemasonryandalltypesofbrick/blockmasonrybelowgroundlevel,rockboulders,etc.fordepths/liftsupto1.5Mmeasured from the ground level, including dressing/trimming the sides,leveling of bottoms,manualdewatering,removing rank vegetation, backfilling in layers not more than 200 mm thickness, watering, consolidating,compacting to achieve not less then 97%Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing with in an initial lead of 150 m as directed,loading,unloading,levelingexcluding shoring,struttingetc.complete as directed by Engineer-in-Charge.Note: 1)The rate includes the handling/supporting the existing utilities such as cables,drains,pipes, water mains etc. 2) It also includes the royalty and other taxes if any. |
| 3 | Add for lead upto 3 km including levelling.Note:PriorSpecificsanctionofHeadofDept.shouldbetakeniftransportationistobedoneatnightforaboveit ms,(i.e.between8.00pm.to6am.)andtherateshallbereducedby10%.Thisitemwillbeoperated/executedwiththespecificsanctionoftheChief Engineer. |
| 4 | Providing & Laying dry stone Rubble Soling with average 230 mm size hard stone set in regular lines, hand packed and interstices thoroughly filled with small chips including filling in with good quality murum brought from out side, compacting with iron rammers, watering, sand spreading 12 mm thk. layer of grit on top etc complete as directed by Engineer In Charge. |
| 5 | Supplying & spreading 60 mm metal compacting the same to10cm.To the satisfaction of the Engineer by a roller weighing not less than10tonnes to the required grade,level & camber including binding with grit, sandstone dust , watering rollingetc. complete making the layer waterbound.As per new Road Specifications Clause no.235.2.5. |
| 6 | Levelling, watering & rolling by vibratory roller weighing not lessthan10tonnes & preparing the ground to the required grade & camber etc.complete as specified as directed by the Engineer as per road specifications. |
| 7 | Supplying & spreading of one or more layers of compacted crushed coarse agg.with alternate application of bituminous binder & key aggregate with the requirements ofMORTH,Rollingwith10/12MTrollerusingVG-30grade bitumen (1%Antistrippingagent) to serveas base course and in conformity with the line,level and cross sections shown as directed by the Egg.,thickness of individual course shall not exceed 50mm. Binder aplication rate (minimum) shall be 5Kg/SqM. |
| 8 | P/L hot mixed graded Bituminous macadam with 3.30%(withtolderanceof+0.3)of60/70pen. Bitumen by weight of mix using reconditioned milling material and adding antistripping agent atthe rateof1%ofbitumen, by weight to the required thickness, to bring the road toproperlevel,& camber rolling with powerroller, Vibratoryroller & sensor paveretc.(This item will be paid on volumetric basis by computing its dimensions by actual measurements). (Using reconditioned millingmaterial 30% )(As per New Road Specifications Clause No. 380) |
| 9 | P/L premix hotmix Bituminous concrete with 6.00% of 60/70 Pen bitumen content by weight of mix surface coat to compacted torequired thickness using new material to the required grade,level and camber rolling with power,vibratory roller pnumatic roller & sensor paver,etc.complete as specified and as directed with addition of lime filler2% and antistrippingagent @0.1% byweight of bitumen etc. (AspernewRoad specifications clause no. 364) |
| 10 | Providing and applying TACKCOAT with bitumen60/70 Pen [email protected]. of Sq.mt. over prepared surface to receive bituminous mix by applying TACKCOAT with mechanical spray bitumen,including cleaning of roadsurface etc.completed,as directed For NORMAL BITUMINOUS SURFACES (As per New Road Specifications ClauseNo.314) |
| 11 | Supply of JCB |
| 12 | Supply of Dumper |
