CONSTRUCTION OF C.C. Road and Nali Work at main road se anganwadi hote hue jatav mohalla and star king jatav mohalla and star king school village behta. Ward No. 62, Zone 22, file No. 680/25X3/6.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth upto 50 m and lift upto1.5m,disposed soil to be levelled and neatly dressed.All kinds of soil 180x5.00 = 900+ 600 = 1500

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil for Drai2x180x0.60x0.60 = 129

Fillingbyavailableexcavatedearth(excludingrock)in trenches,plinth,sidesoffoundationsetc.inlayersnot exceeding20cmindepth,consolidatingeachdepositedlayerbyrammingandwatering,leadupto50mandlift upto 1.5 m.90+123 = 219

3.12ConstructionofEmbankment/Subgrade/earthshoulders,asperclause 305&itssubclauses,Whererequiredbutwithapprovedmaterials/soillikemorrumCBRvaluenotlessthen7%i/calllead&liftsi/cexcavation,costofwatering,compactionbyvibratoryroller/heavypneumatictype rollerandmaintenanceofsurfaceduringconstructiontnsureshedding &preventingpondingofwater(clause305.3.6)shaping&dressingclause305.3.7),finishingetc.completebutexcludingscarifyingexistinggranular/bituminous road surface vide clause 305.6.

Supplying and filling in plinth under floors including,watering, ramming consolidating and dressing complete. Moorum/Hard copra 180x5.00x0.15 = 135

CrusherRunMacadam- Providing&layingcrushedstoneaggregate, onapreparedsurface,spreadingandmixingwithamotorgrader,wateringandcompactingwithavibratoryrollerasperclause407ofthe specifications.By Mixing Plant i)For 37.5 mm maximum size,, 180x5x0.10 = 90

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate 180x5.00x0.10 = 90.00, 2x180x0.60x0.10 = 21.60 total = 111.6+60 = 171.6

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level.Cement concrete grade M20 (NominalMix) with 20mm maximum size of stone aggregate 180x5.00x0.15 = 135.00, 2x180x0.60x0.10 = 21.60, 2x180x0.45x0.15 = 24.30 total = 180.90+60 = 240

Centeringandshutteringincludingstrutting,proppingstretchingetc.completeforandremovalofformworkbysheetplateorplywoodshuttering forWalls(anythickness)includingattachedpilasters,butteresses,plinthand string courses etc. 2x2x180x0.45= 324

ProvidingandlayingnonpressureNP3class(Mediumduty)R.C.C.pipescollarjointedwithstiffmixtureofcementmortarintheproportionof1:2(1cement: 2 fine sand).Size 300 mm dia meter

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