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