TABLE 1LABOR PRODUCTION TABLEITEM NO.WORK DESCRIPTIONM.H./ UNITMANHOURS PER QUANTITY (M.H./UNIT)ITEM NO.UNITLOWAVERAGEHIGHA.FORM WORKS INSTALLATIONWALL ON THE GROUNDSQ.M.4.002.001.60WALL ABOVER GROUNDSQ.M.4.702.351.88BEAMSSQ.M.6.163.082.46COLUMNSQ.M.4.702.351.88SUSPENDED SLAB0 TO 18'SQ.M.3.341.671.3418' TO 36' UPSQ.M.6.663.332.66ELEVATED AND SHORED SLAB FORMINGFORMING ONLYSQ.M.17.209.006.88FORMING AND SHORINGSQ.M.22.0011.008.80WOOD WALL AND PARTITIONSQ.M.1.000.600.40B.FORMWORKS FABRICATIONSQ.M.2.151.080.86C.STRIPPING OF FORMSWALL ON GROUNDSQ.M.0.500.250.20WALL ABOVE 10'SQ.M.2.581.291.03BEAMSSQ.M.2.061.030.82COLUMNSSQ.M.1.700.850.68SUSPENDED SLABSQ.M.0 TO 18'SQ.M.1.670.830.6718' TO 36' UPSQ.M.2.161.080.86ELEVATED AND SHORED SLAB FORMINGSQ.M.STRIP OF FORMSSQ.M.7.003.502.80FLOOR SLAB AT GRADE STRIP OF FORMSSQ.M.5.602.802.24DINSTALLION OF CARPENTRY WORKSPLYWOOD PARTITIONPC2.001.000.80T & G FLOORING AND SHORINGB.F.0.290.140.11CEILING FRAMEB.F.0.300.360.29SIDING FRAMEB.F.0.530.270.21FLOORING FRAMEB.F.1.940.970.77WOODEN POSS ERECTIONB.F.0.850.430.34TRUSS FABRICATIONB.F.0.700.350.28TRUSS INSTALLATIONB.F.1.600.800.64GIRTS INSTALLTIONB.F.0.430.210.17PLATES INSTALLATIONB.F.0.270.130.11PURLINS INSTALLATIONB.F.0.530.270.10FASCIA BOARD INSTALLATIONB.F.0.910.460.361/4" or 3/4" thk PLYWOODCUTTING BY MANUALPC2.001.000.80ASSEMBLYS.F.0.830.420.33CEILNG:FRAME INSTALLATIONSQ.M.2.661.331.06PLYWOOD INSTALLLATIONSQ.M.2.001.000.90CABINET BOARDINGB.F.0.260.130.10CABINET FRAMINGB.F.0.360.180.14WOOD WALL PARTITIONSQ.M.1.000.500.40PANEL WALLSQ.M.14.007.005.60FORMING WEIGHT ANCHOR BOLTSQ.M.9.004.503.60WET FORMINGSQ.M.7.003.502.80E.DOORS AND WINDOWSW-PANEL INSTALLATIONPC.0.800.400.32STEEL WINDOWS INSTALLATIONPC.4.002.001.60LOUVER WINDOWS INSTALLATION:FIXED ASBESTOSSQ.M.9.264.633.70FIXED METAL LOUVERSSQ.M.6.243.122.50FIXED GI SHEETSSQ.M.9.264.633.70FIXED GLASSSQ.M.6.343.122.50FIXED WOODENSQ.M.6.763.382.70ALUMINUM FRAME WINDOWSEACH20.0010.008.00SLIDING GLASS DOOREACH24.0012.009.60HOLLOW METAL DOOREACH20.0010.008.00ROLLING DOORSEACH50.0025.0020.00FIXED WINDOWS.F.0.630.310.25DOOR LOCKSETSET3.201.601.28DOOR JAMB FABRICATIONB.F.0.440.220.18DOOR JAMB INSTALLATIONB.F.0.660.330.26CYCLONE WIRE INSTALLATIONSQ.M.6.243.122.50F.TRADE MASONRY WORKSGROUTING and TOL PLASTERINGSQ.M.3.341.671.34PEBBLE FINISHEDSQ.M.2.861.431.34MABLE INSTALLATIONSQ.M.4.002.001.601/4" x 2' x 8" RED BRICKSSQ.M.10.005.004.00GLAZED TILESSQ.M.21.0610.538.42UNGLAZED TILESSQ.M.8.704.353.48GLAZED TILE WALLSQ.M.6.003.002.40CONC. BLOCK INT. WALLSQ.M.9.004.503.60CONC. BLOCK EXT. WALLSQ.M.8.004.003.20BRICKWORKSQ.M.1.000.500.40PLASTER WALL AND CEILINGSQ.M.6.003.003.40HOLLOW TILE WALLSQ.M.4.002.001.60ACOUSTICAL TILE WALLSQ.M.2.401.200.96VINYL FLOOR TILESQ.M.3.601.801.44UNGLAZED OR MOSAIC FLOOR TILESQ.M.17.009.506.80LAYING OF CHB & ADOBESQ.M.2.281.140.91CEMENT FINISHSQ.M.1.430.720.57CONC. HOLLOW BLOCK LAYING:6" CHBSQ.M.3.201.601.284" CHBSQ.M.2.661.331.068" CHBSQ.M.4.002.001.60VIT. TILES FLOORSQ.M.10.665.334.26VIT. TILES WALLSQ.M.11.945.974.78G.TINSMITHING WORKCORR GI SHEETS:LIFTINGSQ.M.2.161.080.86INSTALLATIONSQ.M.6.123.062.45INSTALLATION OF ASBESTOS ROOFINGSHT.2.001.000.80INSTALLATION OF ALUMINUM GI SHEETSHT.1.609.800.64COPPER CLADDING ROOF DECKL.M.1.010.510.40FAB, GI GUTTERSHT.6.943.472.78GI SHEET ROOFINGSHT.1.640.820.66FAB OF GI GUTTERL.M.1.050.530.42FAB. GI DOWNSPOUTL.M.1.940.971.78GUTTER CUT & SHAPEL.M.0.320.160.13INST. OF GUTTERL.M.1.789.000.71DOWNSPOUT CUT AND SHAPEL.M.0.590.300.24DOWNSPOUT INSTALLATIONL.M.0.270.130.11CORR. GI ROOFINGSQ.M.3.601.801.44CORR ALUMINUM ROOFINGSQ.M.3.601.801.44BUILT UP ROOFING 4 PLYSQ.M.17.008.506.80PROTECTED METALSQ.M.4.002.001.60CORR. ASBESTOS INST., LIFTING & HAULINGSQ.M.3.401.701.36LEADERS & GUTTERSSQ.M.1.200.600.48HCONCRETE AND REBAR WORKSPLACING CONCRETE:SLAB ON FILLCU.M.10.005.004.00SLIP FORMCU.M.50.0025.0020.00FLR FINISH UNHARDENEDSQ.M.2.001.000.80CONC. FINISH HARDENEDSQ.M.2.861.431.14REBAR WORKS:GROUND FLR. INSTALLATIONKGS0.140.070.06UPPER FLR. INSTALLATIONKGS0.160.080.06FABRICATIONKGS0.200.100.08MIXING MANUALCU.M.32.0016.0012.80MIXING MACHINECU.M.3.601.801.44MORE THAN 1.80 CU.M. POUR:CHUTE FROM TRUCKCU.M.14.007.005.60CRANE AND BUCKETCU.M.28.0014.0011.20WHEELINGCU.M.54.0027.0021.60FINISHINGSQ.M.5.602.802.24CONCRETE POUR ON ELEVATED AND SHOREDSLAB FORMING CHUTE & BUCKETCU.M.42.0021.0016.80PLACEMENT OF REBARS ON FOOTINGKGS1.060.530.42FIELD FABRICATION OF REBARSKGS0.660.330.26I.EARTH WORKSMACHINE EXCAVATION:SANDCU.M.1.200.600.48SAND AND MARLCU.M.1.600.800.64MARLCU.M.2.201.100.88GRANULAR BACKFILLCU.M.2.401.200.96GRANULAR SOIL BACKFILLCU.M.3.001.501.20MANUAL FOUNDATION EXCAVATION & BACKFILL:SANDCU.M.8.004.003.20EXCAVATION OF SAND &MARLCU.M.13.006.505.20EXCAVATION OF MARLCU.M.21.0010.508.40BACKFILL OF SANDCU.M.11.005.504.40BACKFILL OF SAND &MARLCU.M.16.008.006.40BACKFILL OF MARLCU.M.24.0012.009.60FLOOR SLAB & GRADE:GRADING MANUALSQ.M.2.601.301.04EXCAVATION AND BACKFILLCU.M.36.0018.0014.40FINE GRADING & FINISHINGGRADING MANUALSQ.M.0.900.450.36FINISHING SOIL SURFACESQ.M.1.100.550.44DIKESCU.M.2.401.200.96JROAD WORKSBASE COURSESQ.M.0.240.120.10CURBS & GUTTERCU.M.3.601.801.444" THK ROADSQ.M.2.601.301.046" THK ROADSQ.M.2.801.401.128" THK ROADSQ.M.3.001.501.20TROWEL FINISHSQ.M.0.640.320.26SPECIAL TOPPINGSQ.M.2.401.200.964" STONE OR SHELL ROADSQ.M.0.640.320.266" STONE OR SHELL ROADSQ.M.0.840.420.348" STONE OR SHELL ROADSQ.M.1.040.520.42ACID PROOFINGCU.M.1.200.600.48ASPHALT PAVING:FINE GRADING & FINISHINGSQ.M.0.840.420.34PLACE BASE COURSESQ.M.0.400.200.16ASPHALTSQ.M.0.400.200.16ACID BLOCK OR PAVING BLOCK:FIND GRADINGSQ.M.0.840.420.34INSTALL BRICKSQ.M.8.404.203.36CRUSH STONE OR SHELL SURFACINGFINE GRADINGSQ.M.0.640.320.26PLACE SPREAD AND COMPACT STONE TO 4"SQ.M.0.840.420.34OVER 9" THKSQ.M.1.040.520.42TANK CUSHIONSAND CUSHIONCU.M.1.400.700.56APHALT RETAINER RINGSQ.M.0.400.200.16NON GRANULAR BACKFILLCU.M.4.002.001.60EXCAVATION MANUAL:COMMON EARTHCU.M.16.008.006.40LOAN OF SANDCU.M.2.621.311.05CLAY OR HEAVY SOIL ROCKCU.M.3.281.641.31ROCKCU.M.5.262.632.10MECHANICAL EXCAVATIONCOMMON EARTHCU.M.13.346.675.34ROCK W/ JACKHAMMERCU.M.33.3416.6713.34BACKFILLINGCOMMON MANUALCU.M.1.640.820.66GRAVEL FILL MANUALCU.M.10.005.004.00TRENCHING AND BACKFILLING OF UNDERGROUNDPIPING USING EXCAVATION MATERIALS MANUALFROM 0 TO 2 MTRS. DEPTHL.M.2.501.2512 TO 3L.M.3.341.672.343 TO 4L.M.5.002.524 TO 5L.M.6.663.332.66PLACING BINDER GRAVELCU.M.0.210.110.08ESCOMBRO BACKFILLINGCU.M.0.420.210.17SPREADING, TAMPING AND GRADINGSQ.M.0.960.480.38MECHANICAL COMPACTION, PLATE COMPACTIONCU.M.0.110.060.04MANUAL CLEARING AND GRUBBINGCLEARING UNDERGROWTH AND TREES 12"SQ.M.0.10.050.04CLEARING UNDERGROWTH AND SHRUBSSQ.M.0.060.030.02DISPOSAL OF SOILCU.M.3.381.691.35MAULING OF SOILCU.M.2.001.000.8GRAVEL FILLCU.M.4.142.071.66EXCAVATION CRANE AND CLAMPSHELL.WITH 8-MEN AND 2 CARPENTERSCU.M.2.141.070.86K.TRADE: UNDERGROUND PIPING AND PLUMBING WORKS1.00LAYING ASBESTOS PIPES:1//2L.M.1.320.660.533/4" L.M.1.320.660.531 1/4"L.M.1.480.740.591 1/2 TO 2" L.M.1.640.820.662 1/2" L.M.1.970.980.703" L.M.2.161.080.863 1/2" L.M.2.31.150.924" L.M.2.641.321.062.00CAST IRON PIPE2" L.M.4.382.191.754" L.M.6.583.292.636" L.M.9.844.923.948" L.M.13.146.575.2610" L.M.19.79.857.9812" L.M.20.6210.318.2514" L.M.24.112.059.6416" L.M.27.3813.6910.9518" L.M.30.6815.3412.2720" L.M.32.8616.4313.1424" L.M.36.1418.0714.4630" L.M.41.0820.5416.433.00LAYING PVC PIPE1/2 TO 3/4" L.M.0.380.190.151 TO 1 1/4" L.M.1.480.740.591 1/2 TO 2" L.M.1.640.820.662 1/2" L.M.1.960.980.783" L.M.2.161.080.864" L.M.2.621.311.055" L.M.3.281.641.316" L.M.4.922.461.974.00LAYING RCP 8 MEN (1 TEAM)24"L.M.9.004.003.2036"L.M.12.86.405.1248"L.M.21.3410.678.546-18"L.M.2.661.331.06LAVATORYEACH16.008.006.40WATER CLOSETEACH24.0012.009.60URINAL UTILITY STALLEACH48.0024.0019.20URINAL PEDESTRAL TYPEEACH32.0016.0012.80SHOWER AND INSTALLEACH20.0010.008.005 MAN GROUP SHOWEREACH72.0036.0028.80BAH TUBSEACH48.0024.0019.20SLOPE SINKEACH28.0014.0011.20HOT WATER HEATEREACH28.0014.0011.2016 PERSON WASH SINKEACH52.0026.0020.80DRINKING FOUNTAINEACH26.0013.0010.40EYE WASHEACH16.009.006.40MISC. FIXTURESEACH4.002.001.60PARTITIONSEACH16.008.006.40LAYING OF 24" RCPPIPE8.004.003.20LAYING OF 36" RCPPIPE12.806.405.12LAYING OF 48" RCPPIPE21.3210.668.53L.TRADE INSULATIONEQUIPMENT INSTALLATIONVESSEL, EXCHANGE & TANKSFIELD FABRICATION INSULATIONS.M.5.002.502.00FIELD FABRICATION SHEET METAL COVERS.M.24.0012.009.60APPLY INSULATIONS.M.10.005.004.00APPLY SHEET METAL COVERS.M.10.005.004.00PUMPS, COMPRESSORS & TURBINESFABRICATES.M.34.0017.0013.60APPLYS.M.60.0030.0024.00PIPINGS AND COMPONENT INSULATIONFIELD FABRICATEFLG.8.004.003.20FIELD FABRICATESHEET METAL COVERS.M.1.600.800.64APPLY INSULATIONL.M.5.402.702.16APPLY SHEET METAL COVER OR METAL COVEREACH3.001.501.20FABRICATE INSTRUMENT COVEREACH16.008.006.40INSTALL INSTRUMENT COVEREACH12.006.004.80INSULATE PIPE HANGERSEACH8.004.003.20FOR STREAM TRACED LINESL.M.7.403.702.96REMOVAL OF OLD OR EXISTING INSTALLATIONL.M.3.001.501.20M.TRADE:FIRE PROOFINGINSTALL STUDSEACH1.000.500.40INSTALL MESHS.M.2.401.200.96POUREDFORMINGS.M.28.0014.0011.20STRIP FORMSS.M.12.006.004.80POUR CONCRETES.M.140.0070.0056.00CURING/PATCHINGS.M.1.200.600.48FINISHINGS.M.1.400.700.56TROWEL, PLASTEREDS.M.5.402.702.16PNEUMATIC APPLICATIONGUNITES.M.2.401.200.96APPLY FINEBRICK OR BLOCKPC.1.600.800.64REMOVAL OF EXISTING OR OLD FIREPROOFINGS.M.5.002.502.00APPLY FIREPROOFING PAINTS.M.6.003.002.40FIRE PROTERCTION:FIRE PROTECTION EQUIPMENT INSTALLATION:MONITOREACH10.005.004.00HOSE REELS AND CARTSEACH30.0015.0012.00FIRE EXTINGUISHERSEACH10.005.004.00PERSONAL EQUIPMENT:EYE WASHEACH20.0010.008.00SAFETY SHOWERSEACH20.0010.008.00BREATHING APPARATUSEACH10.005.004.00SPRINKLER SYSTEMSPRAY NOZZLESEACH2.001.0080.00WATER CANNONSEACH10.005.004.00N.TRADE:PERMANENT FENCINGINSTALL FENCEL.M.2.401.200.96INSTALL GATESL.M.6.003.002.40TO RAILL.M.0.600.300.24BARBE WIRE, 3 STRANDSL.M.0.600.300.24O.TRADE:PAINTING WORKSNEW STRUCTURAL STEELTON20.001.009.00OLD STRUCTURAL STEELS.M.1.100.5544.00NEW FLAT FLAT PLATESS.M.0.640.3226.00SURFACE PREPARATION:IN TERMS OF WEIGHTTON16.008.006.40IN TERMS OF AREAS.M.0.8630.000.34SAND PREPARATIONTON60.0024.00P.TRADE:HEATING VENTILATING AND CONDITIONINGHEAVY PIPINGL.M.7.003.502.80DUCT WORK INSTALLS.M.12.006.004.80DUCT WORK FAB.S.M.36.0018.0014.40PACKAGE UNIT AIR CONDITIONEREACH48.0024.0019.20UNIT HEATEREACH24.0012.009.60FINNED CONVERTEREACH10.005.004.00EXHAUST FAN PROPELLEREACH16.008.006.40GRAVITY ROOF PAINTL.M.14.007.305.84POWER ROOF VENTEACH48.0024.0019.20ROUND ROOF VENTEACH16.008.006.40PLUMBING PIPINGL.M.7.003.502.80Q.MISCELLANEOUSWATER STOP INSTALLATIONL.M.1.340.670.54CAULKING SLAB JOINTL.M.0.400.200.16ASPHALTINGS.M.1.600.800.64GROUTNG AND TOOL PLASTERINGS.M.3.341.670.84WATER PROOFING RUBBERIZEDS.M.1.100.550.28COPPER CLADDING ROOF DECKL.M.1.000.500.25WATER PROOFING FLINKOTES.M.0.540.270.14DEMOLITION OF ADOBE WALLCU.M.3.201.600.80PAINTINGS.M.0.680.340.17COPPER WATER STOP CUT AND SHAPEL.M.11.006.000.03COPPER WATER STOP CUT AND INSTALLATIONL.M.22.0011.000.06SETTING ANCHOR BOLTKG97.0049.000.24SETTING ANCHOR BOXESCU.M.3.641.820.91

TABLE 2A.STRIPPING OF METAL FORMSMANHOURS PER SQ. METER OF CONTACT AREAWOOD SHORES 215 TO 316 FLOORSFORM HEIGHTLOWAVERAGEHIGH(METER)3 TO 40.580.220.164 TO 50.590.230.165 TO 60.600.230.176 TO 70.610.240.177 TO 80.640.250.18WOOD SHORES 368 TO 419 FLOORS3 TO 40.600.230.174 TO 50.610.240.175 TO 60.640.250.186 TO 70.660.250.187 TO 80.680.260.19CREW:TOOLS:1CARPENTER LEAD MAN8ONE LOT CARPENTRY TOOLS3CARPENTERS248TOOLS HOUR6HELPERS4810MANDAYS80MANHOURSB.STEEL ERECTION FOR MULTI STOREY BUILDING FRAMEPREFAB SECTIONS, HIGHLY MECHANIZED OPERATIONMANHOURS & EQUIPMENTHOUR PER TON ERECTED:MAN-HOURSEQUIPMENT-HOURSLOWAVERAGEHIGHLOWAVERAGEHIGHMEDIUM FRAME36.0013.8510.007.002.691.94HEAVY FRAME32.7312.639.116.362.461.77STEEL JOIST40.0015.3711.087.782.982.15CREW:TOOLS:1LEAD MAN80.50TOWER CRANE4.004RIGGERS322.00WELDING TRANSFORMER16.004FITTERS321.00LOT TOOLS8.002WELDERS163.5028.00TOOL HOURS1CRANE OPERATOR86HELPERS4818MANDAYS144MANHOURSMATERIALS : A36 WELDED CONNECTIONC.STEEL ERECTION FOR COMMERCIAL AND MILL BUILDING FRAMEPREFAB SECTIONS, HIGHLY MECHANIZED OPERATIONMANHOURS & EQUIPMENTHOUR PER TON ERECTED:MAN-HOURSEQUIPMENT-HOURSLOWAVERAGEHIGHLOWAVERAGEHIGHCOMMERCIAL TYPE BUILDING:LIGHT FRAME46.6718.0613.0218.337.105.12MEDIUM FRAME40.0015.5611.2015.716.114.40HEAVY FRAME35.0013.339.6613.755.243.79STEEL JOIST43.0816.4711.9116.926.474.68MILL TYPE BUILDING:LIGHT FRAME35.0013.339.6613.755.243.79MEDIUM FRAME31.1111.918.6212.224.683.38HEAVY FRAME35.0010.777.7813.754.233.06STEEL JOIST32.9412.279.1812.945.003.61CREW:TOOLS:1LEAD MAN80.5020 TON TOWER CRANE4.002RIGGERS162.00WELDING TRANSFORMER16.004FITTERS322.00CUTTING OUTFIT16.002WELDERS161.00LOT TOOLS8.001CRANE OPERATOR85.50EQPT. DAYS44.00EQPT. HOURS4HELPERS3214MANDAYS112MANHOURSMATERIALS : A36 WELDED CONNECTION

EST. SHEETUNIT COST DERIVATION FORMPROJECT TITLE:LOCATION:ITEM NO.ITEM OF WORK:ESTIMATED QUANTITIES:UNIT:A.MATERIALS:DESCRIPTIONQTY.UNITUNIT COSTAMOUNTB.LABOR/MANPOWER:NO.DESCRIPTIONNO.NO.-DAYSDAILY RATEAMOUNTC.EQUIPMENT/TOOLS:NO.DESCRIPTIONNO.NO.-DAYSHOURLY RATEAMOUNTDTOTAL DIRECT COST (A+B+C)EO.C.M. (% of D)FCONTRACTIRS PROFIT (% OF D)GVAT (10% Oof B+C)HTOTAL COST (D+E+F+G)IUNIT COST ( DIRECT)

EQPTPROBABLE OUTPUT OF HEAVY EQUIPMENTEQUIPMENTPROBABLE OUTPUTClearing & GrubbingLot Grading (Cut & Fill) m3Trench ExcavationDisposal of Unsuitable Materials m3-kmRoad way Excavation (m3)Embankment/Imported Backfill (m3)Subgrade Preparation (m2)Aggregate Sub-base Course (m3)Aggregate Base Course (m3)Bituminous Asphalt Pavement (MT)Concrete Pavement (m3)A.1DOZER 165 HPCutting & Stockpiling30.00cu.m./hr.0.033hr/mClearing & Grubbing300.00sq.m./hr0.003hr/mA.2DOZER D65P-730030m3/hr29.41m3/hrStripping200.00sq.m./hr0.005hr/mExcavation25.00cu.m./hr.0.040hr/mQuarrying50.00cu.m./hr.0.020hr/mPushing3.00sq.m./hr0.333hr/mB.1LOADER -1.91 CU.M.Loading70.00cu.m./hr.0.014hr/m125.00m3/hrB.2LOADER 950232.55m3/hrC.DUMP TRUCK - 10 CU.M.232.55m3/hr125.00m3/hrHauling (dist. = 600M)90.00cu.m./hr.0.011hr/mD.GRADER- 130G384.62m3/hr142.86m3/hr769.23sq.m./hr76.92m3/hr115.38m3/hr10 Passes700.00sq.m./hr0.001hr/mSubgrading300.00sq.m./hr0.003hr/mSpreading40.00cu.m./hr.0.025hr/mE.1ROLLER VIBRATORY58.82m3/hr88.23m3/hr65.00MT/hr10 Passes600.00sq.m./hr0.002hr/mSHEETS FOOT ROLLERStatic Rolling 12 passes-15m3 liftVibratory Rolling-4 pases-15m3 lift135.00cu.m./hr.0.007hr/mNo.3W Road Roller-static rolling4 passes-15 m3 lift24.00cu.m./hr.0.042hr/mTractor Drawn Roller (1-d)Static Rolling 6 passes-20m3 lift240.00cu.m./hr.0.004hr/mTandem Roller-static rolling6 passes-20 m3 lift24.00cu.m./hr.0.042hr/mE.2VIBRATORY COMPACTOR CA25D303.03m3/hr125.00m3/hr588.23sq.m./hrG.WATER TRUCK - 10 CU.M.769.23m3/hr333.33m3/hr1,666.67sq.m./hr166.67m3/hr250.00m3/hrWatering1,600.00sq.m./hr0.001hr/mASPHALT PAVER32.50MT/hrASPHALT DISTRIBUTORSPRAYING PHALT300SQ.M.PLATE COMPACTORGrave Bedding8.00cu.m./hr.0.125hr/mConcrete Vibrator:Vibrating Concrete40.00cu.m./hr.0.025hr/mMANPOWER:MATERIALS:Asphalt Cutback MC Grade 70MTAsphalt prime coat, SS-1 (.042 drum/mt)drumsNote:1MT of asphalt conc. Covers 8 m2of pavement 2" thick or 0.43 m3 of asphaltconcreteCoverage = 2.33 MT/CMBitumil = 0.70 ltr/sq, 200 ltr/drum