LABOR PRODUCTION TABLE
LOW
A.
FORM WORKS INSTALLATION
WALL ON THE GROUND SQ.M. 4.00 WALL ABOVER GROUND SQ.M. 4.70 BEAMS SQ.M. 6.16 COLUMN SQ.M. 4.70 SUSPENDED SLAB
0 TO 18' SQ.M. 3.34 18' TO 36' UP SQ.M. 6.66 ELEVATED AND SHORED SLAB FORMING
FORMING ONLY SQ.M. 17.20 FORMING AND SHORING SQ.M. 22.00 WOOD WALL AND PARTITION SQ.M. 1.00
B.
FORMWORKS FABRICATION
SQ.M. 2.15C.
STRIPPING OF FORMS
WALL ON GROUND SQ.M. 0.50 WALL ABOVE 10' SQ.M. 2.58 BEAMS SQ.M. 2.06 COLUMNS SQ.M. 1.70 SUSPENDED SLAB SQ.M. 0 TO 18' SQ.M. 1.67 18' TO 36' UP SQ.M. 2.16 ELEVATED AND SHORED SLAB FORMING SQ.M.STRIP OF FORMS SQ.M. 7.00 FLOOR SLAB AT GRADE STRIP OF FORMS SQ.M. 5.60
D
INSTALLION OF CARPENTRY WORKS
PLYWOOD PARTITION PC 2.00 T & G FLOORING AND SHORING B.F. 0.29 CEILING FRAME B.F. 0.30 SIDING FRAME B.F. 0.53 FLOORING FRAME B.F. 1.94 WOODEN POSS ERECTION B.F. 0.85 TRUSS FABRICATION B.F. 0.70 TRUSS INSTALLATION B.F. 1.60 GIRTS INSTALLTION B.F. 0.43 PLATES INSTALLATION B.F. 0.27 PURLINS INSTALLATION B.F. 0.53 FASCIA BOARD INSTALLATION B.F. 0.91 1/4" or 3/4" thk PLYWOOD CUTTING BY MANUAL PC 2.00 ASSEMBLY S.F. 0.83 CEILNG: FRAME INSTALLATION SQ.M. 2.66 PLYWOOD INSTALLLATION SQ.M. 2.00
MANHOURS PER QUANTITY (M.H./UNIT) WORK DESCRIPTION
CABINET BOARDING B.F. 0.26 CABINET FRAMING B.F. 0.36 WOOD WALL PARTITION SQ.M. 1.00 PANEL WALL SQ.M. 14.00 FORMING WEIGHT ANCHOR BOLT SQ.M. 9.00 WET FORMING SQ.M. 7.00 E. DOORS AND WINDOWS
W-PANEL INSTALLATION PC. 0.80 STEEL WINDOWS INSTALLATION PC. 4.00 LOUVER WINDOWS INSTALLATION:
FIXED ASBESTOS SQ.M. 9.26 FIXED METAL LOUVERS SQ.M. 6.24 FIXED GI SHEETS SQ.M. 9.26 FIXED GLASS SQ.M. 6.34 FIXED WOODEN SQ.M. 6.76 ALUMINUM FRAME WINDOWS EACH 20.00 SLIDING GLASS DOOR EACH 24.00 HOLLOW METAL DOOR EACH 20.00 ROLLING DOORS EACH 50.00 FIXED WINDOW S.F. 0.63 DOOR LOCKSET SET 3.20 DOOR JAMB FABRICATION B.F. 0.44 DOOR JAMB INSTALLATION B.F. 0.66 CYCLONE WIRE INSTALLATION SQ.M. 6.24 F. TRADE MASONRY WORKS
GROUTING and TOL PLASTERING SQ.M. 3.34 PEBBLE FINISHED SQ.M. 2.86 MABLE INSTALLATION SQ.M. 4.00 1/4" x 2' x 8" RED BRICKS SQ.M. 10.00 GLAZED TILES SQ.M. 21.06 UNGLAZED TILES SQ.M. 8.70 GLAZED TILE WALL SQ.M. 6.00 CONC. BLOCK INT. WALL SQ.M. 9.00 CONC. BLOCK EXT. WALL SQ.M. 8.00 BRICKWORK SQ.M. 1.00 PLASTER WALL AND CEILING SQ.M. 6.00 HOLLOW TILE WALL SQ.M. 4.00 ACOUSTICAL TILE WALL SQ.M. 2.40 VINYL FLOOR TILE SQ.M. 3.60 UNGLAZED OR MOSAIC FLOOR TILE SQ.M. 17.00 LAYING OF CHB & ADOBE SQ.M. 2.28 CEMENT FINISH SQ.M. 1.43 CONC. HOLLOW BLOCK LAYING:
6" CHB SQ.M. 3.20 4" CHB SQ.M. 2.66 8" CHB SQ.M. 4.00 VIT. TILES FLOOR SQ.M. 10.66 VIT. TILES WALL SQ.M. 11.94 G. TINSMITHING WORK
CORR GI SHEETS:
LIFTING SQ.M. 2.16 INSTALLATION SQ.M. 6.12 INSTALLATION OF ASBESTOS ROOFING SHT. 2.00 INSTALLATION OF ALUMINUM GI SHEET SHT. 1.60 COPPER CLADDING ROOF DECK L.M. 1.01 FAB, GI GUTTER SHT. 6.94 GI SHEET ROOFING SHT. 1.64 FAB OF GI GUTTER L.M. 1.05 FAB. GI DOWNSPOUT L.M. 1.94 GUTTER CUT & SHAPE L.M. 0.32 INST. OF GUTTER L.M. 1.78 DOWNSPOUT CUT AND SHAPE L.M. 0.59 DOWNSPOUT INSTALLATION L.M. 0.27 CORR. GI ROOFING SQ.M. 3.60 CORR ALUMINUM ROOFING SQ.M. 3.60 BUILT UP ROOFING 4 PLY SQ.M. 17.00 PROTECTED METAL SQ.M. 4.00 CORR. ASBESTOS INST., LIFTING & HAULING SQ.M. 3.40 LEADERS & GUTTERS SQ.M. 1.20 H CONCRETE AND REBAR WORKS
PLACING CONCRETE:
SLAB ON FILL CU.M. 10.00 SLIP FORM CU.M. 50.00 FLR FINISH UNHARDENED SQ.M. 2.00 CONC. FINISH HARDENED SQ.M. 2.86 REBAR WORKS:
GROUND FLR. INSTALLATION KGS 0.14 UPPER FLR. INSTALLATION KGS 0.16 FABRICATION KGS 0.20 MIXING MANUAL CU.M. 32.00 MIXING MACHINE CU.M. 3.60 MORE THAN 1.80 CU.M. POUR:
CHUTE FROM TRUCK CU.M. 14.00 CRANE AND BUCKET CU.M. 28.00 WHEELING CU.M. 54.00 FINISHING SQ.M. 5.60 CONCRETE POUR ON ELEVATED AND SHORED
SLAB FORMING CHUTE & BUCKET CU.M. 42.00 PLACEMENT OF REBARS ON FOOTING KGS 1.06 FIELD FABRICATION OF REBARS KGS 0.66 I. EARTH WORKS
MACHINE EXCAVATION:
SAND CU.M. 1.20
SAND AND MARL CU.M. 1.60
MARL CU.M. 2.20
GRANULAR BACKFILL CU.M. 2.40 GRANULAR SOIL BACKFILL CU.M. 3.00
MANUAL FOUNDATION EXCAVATION & BACKFILL:
EXCAVATION OF SAND &MARL CU.M. 13.00 EXCAVATION OF MARL CU.M. 21.00 BACKFILL OF SAND CU.M. 11.00 BACKFILL OF SAND &MARL CU.M. 16.00 BACKFILL OF MARL CU.M. 24.00 FLOOR SLAB & GRADE:
GRADING MANUAL SQ.M. 2.60 EXCAVATION AND BACKFILL CU.M. 36.00 FINE GRADING & FINISHING
GRADING MANUAL SQ.M. 0.90 FINISHING SOIL SURFACE SQ.M. 1.10 DIKES CU.M. 2.40 J ROAD WORKS
BASE COURSE SQ.M. 0.24 CURBS & GUTTER CU.M. 3.60 4" THK ROAD SQ.M. 2.60 6" THK ROAD SQ.M. 2.80 8" THK ROAD SQ.M. 3.00 TROWEL FINISH SQ.M. 0.64 SPECIAL TOPPING SQ.M. 2.40 4" STONE OR SHELL ROAD SQ.M. 0.64 6" STONE OR SHELL ROAD SQ.M. 0.84 8" STONE OR SHELL ROAD SQ.M. 1.04 ACID PROOFING CU.M. 1.20 ASPHALT PAVING:
FINE GRADING & FINISHING SQ.M. 0.84 PLACE BASE COURSE SQ.M. 0.40 ASPHALT SQ.M. 0.40 ACID BLOCK OR PAVING BLOCK:
FIND GRADING SQ.M. 0.84 INSTALL BRICK SQ.M. 8.40 CRUSH STONE OR SHELL SURFACING
FINE GRADING SQ.M. 0.64 PLACE SPREAD AND COMPACT STONE TO 4" SQ.M. 0.84 OVER 9" THK SQ.M. 1.04 TANK CUSHION
SAND CUSHION CU.M. 1.40 APHALT RETAINER RING SQ.M. 0.40 NON GRANULAR BACKFILL CU.M. 4.00 EXCAVATION MANUAL:
COMMON EARTH CU.M. 16.00 LOAN OF SAND CU.M. 2.62 CLAY OR HEAVY SOIL ROCK CU.M. 3.28 ROCK CU.M. 5.26 MECHANICAL EXCAVATION
COMMON EARTH CU.M. 13.34 ROCK W/ JACKHAMMER CU.M. 33.34 BACKFILLING
COMMON MANUAL CU.M. 1.64 GRAVEL FILL MANUAL CU.M. 10.00 TRENCHING AND BACKFILLING OF UNDERGROUND
FROM 0 TO 2 MTRS. DEPTH L.M. 2.50 2 TO 3 L.M. 3.34 3 TO 4 L.M. 5.00
4 TO 5 L.M. 6.66
PLACING BINDER GRAVEL CU.M. 0.21
ESCOMBRO BACKFILLING CU.M. 0.42
SPREADING, TAMPING AND GRADING SQ.M. 0.96 MECHANICAL COMPACTION, PLATE COMPACTION CU.M. 0.11 MANUAL CLEARING AND GRUBBING
CLEARING UNDERGROWTH AND TREES 12" SQ.M. 0.1 CLEARING UNDERGROWTH AND SHRUBS SQ.M. 0.06
DISPOSAL OF SOIL CU.M. 3.38
MAULING OF SOIL CU.M. 2.00
GRAVEL FILL CU.M. 4.14
EXCAVATION CRANE AND CLAMPSHELL
. WITH 8-MEN AND 2 CARPENTERS CU.M. 2.14 K. TRADE: UNDERGROUND PIPING AND PLUMBING WORKS
1.00
LAYING ASBESTOS PIPES:
1//2Ø L.M. 1.32 3/4" Ø L.M. 1.32 1 1/4" L.M. 1.48 1 1/2 TO 2" Ø L.M. 1.64 2 1/2" Ø L.M. 1.97 3" Ø L.M. 2.16 3 1/2" Ø L.M. 2.3 4" Ø L.M. 2.64 2.00
CAST IRON PIPE
2" Ø L.M. 4.38 4" Ø L.M. 6.58 6" Ø L.M. 9.84 8" Ø L.M. 13.14 10" Ø L.M. 19.7 12" Ø L.M. 20.62 14" Ø L.M. 24.1 16" Ø L.M. 27.38 18" Ø L.M. 30.68 20" Ø L.M. 32.86 24" Ø L.M. 36.14 30" Ø L.M. 41.08 3.00 LAYING PVC PIPE 1/2 TO 3/4" Ø L.M. 0.38 1 TO 1 1/4" Ø L.M. 1.48 1 1/2 TO 2" Ø L.M. 1.64 2 1/2" Ø L.M. 1.96 3" Ø L.M. 2.16 4" Ø L.M. 2.62 5" Ø L.M. 3.28 6" Ø L.M. 4.92 4.00
LAYING RCP 8 MEN (1 TEAM)
24"Ø L.M. 9.00
48"Ø L.M. 21.34
6-18"Ø L.M. 2.66
LAVATORY EACH 16.00 WATER CLOSET EACH 24.00 URINAL UTILITY STALL EACH 48.00 URINAL PEDESTRAL TYPE EACH 32.00 SHOWER AND INSTALL EACH 20.00 5 MAN GROUP SHOWER EACH 72.00 BAH TUBS EACH 48.00 SLOPE SINK EACH 28.00 HOT WATER HEATER EACH 28.00 16 PERSON WASH SINK EACH 52.00 DRINKING FOUNTAIN EACH 26.00 EYE WASH EACH 16.00 MISC. FIXTURES EACH 4.00 PARTITIONS EACH 16.00 LAYING OF 24"Ø RCP PIPE 8.00 LAYING OF 36"Ø RCP PIPE 12.80 LAYING OF 48"Ø RCP PIPE 21.32 L. TRADE INSULATION EQUIPMENT INSTALLATION
VESSEL, EXCHANGE & TANKS
FIELD FABRICATION INSULATION S.M. 5.00 FIELD FABRICATION SHEET METAL COVER S.M. 24.00 APPLY INSULATION S.M. 10.00 APPLY SHEET METAL COVER S.M. 10.00 PUMPS, COMPRESSORS & TURBINES
FABRICATE S.M. 34.00
APPLY S.M. 60.00
PIPINGS AND COMPONENT INSULATION
FIELD FABRICATE FLG. 8.00 FIELD FABRICATESHEET METAL COVER S.M. 1.60 APPLY INSULATION L.M. 5.40 APPLY SHEET METAL COVER OR METAL COVER EACH 3.00 FABRICATE INSTRUMENT COVER EACH 16.00 INSTALL INSTRUMENT COVER EACH 12.00 INSULATE PIPE HANGERS EACH 8.00 FOR STREAM TRACED LINES L.M. 7.40 REMOVAL OF OLD OR EXISTING INSTALLATION L.M. 3.00 M. TRADE:FIRE PROOFING
INSTALL STUDS EACH 1.00 INSTALL MESH S.M. 2.40 POURED FORMING S.M. 28.00 STRIP FORMS S.M. 12.00 POUR CONCRETE S.M. 140.00 CURING/PATCHING S.M. 1.20 FINISHING S.M. 1.40 TROWEL, PLASTERED S.M. 5.40
PNEUMATIC APPLICATION
GUNITE S.M. 2.40 APPLY FINEBRICK OR BLOCK PC. 1.60 REMOVAL OF EXISTING OR OLD FIREPROOFING S.M. 5.00 APPLY FIREPROOFING PAINT S.M. 6.00 FIRE PROTERCTION:
FIRE PROTECTION EQUIPMENT INSTALLATION:
MONITOR EACH 10.00 HOSE REELS AND CARTS EACH 30.00 FIRE EXTINGUISHERS EACH 10.00 PERSONAL EQUIPMENT:
EYE WASH EACH 20.00 SAFETY SHOWERS EACH 20.00 BREATHING APPARATUS EACH 10.00 SPRINKLER SYSTEM
SPRAY NOZZLES EACH 2.00 WATER CANNONS EACH 10.00 N. TRADE:PERMANENT FENCING
INSTALL FENCE L.M. 2.40 INSTALL GATES L.M. 6.00 TO RAIL L.M. 0.60 BARBE WIRE, 3 STRANDS L.M. 0.60 O. TRADE:PAINTING WORKS
NEW STRUCTURAL STEEL TON 20.00 OLD STRUCTURAL STEEL S.M. 1.10 NEW FLAT FLAT PLATES S.M. 0.64 SURFACE PREPARATION:
IN TERMS OF WEIGHT TON 16.00 IN TERMS OF AREA S.M. 0.86 SAND PREPARATION TON 60.00 P. TRADE:HEATING VENTILATING AND CONDITIONING
HEAVY PIPING L.M. 7.00 DUCT WORK INSTALL S.M. 12.00 DUCT WORK FAB. S.M. 36.00 PACKAGE UNIT AIR CONDITIONER EACH 48.00 UNIT HEATER EACH 24.00 FINNED CONVERTER EACH 10.00 EXHAUST FAN PROPELLER EACH 16.00 GRAVITY ROOF PAINT L.M. 14.00 POWER ROOF VENT EACH 48.00 ROUND ROOF VENT EACH 16.00 PLUMBING PIPING L.M. 7.00 Q. MISCELLANEOUS
WATER STOP INSTALLATION L.M. 1.34 CAULKING SLAB JOINT L.M. 0.40 ASPHALTING S.M. 1.60 GROUTNG AND TOOL PLASTERING S.M. 3.34 WATER PROOFING RUBBERIZED S.M. 1.10
COPPER CLADDING ROOF DECK L.M. 1.00 WATER PROOFING FLINKOTE S.M. 0.54 DEMOLITION OF ADOBE WALL CU.M. 3.20 PAINTING S.M. 0.68 COPPER WATER STOP CUT AND SHAPE L.M. 11.00 COPPER WATER STOP CUT AND INSTALLATION L.M. 22.00 SETTING ANCHOR BOLT KG 97.00 SETTING ANCHOR BOXES CU.M. 3.64
AVERAGE HIGH 2.00 1.60 2.35 1.88 3.08 2.46 2.35 1.88 1.67 1.34 3.33 2.66 9.00 6.88 11.00 8.80 0.60 0.40 1.08 0.86 0.25 0.20 1.29 1.03 1.03 0.82 0.85 0.68 0.83 0.67 1.08 0.86 3.50 2.80 2.80 2.24 1.00 0.80 0.14 0.11 0.36 0.29 0.27 0.21 0.97 0.77 0.43 0.34 0.35 0.28 0.80 0.64 0.21 0.17 0.13 0.11 0.27 0.10 0.46 0.36 1.00 0.80 0.42 0.33 1.33 1.06 1.00 0.90
0.13 0.10 0.18 0.14 0.50 0.40 7.00 5.60 4.50 3.60 3.50 2.80 0.40 0.32 2.00 1.60 4.63 3.70 3.12 2.50 4.63 3.70 3.12 2.50 3.38 2.70 10.00 8.00 12.00 9.60 10.00 8.00 25.00 20.00 0.31 0.25 1.60 1.28 0.22 0.18 0.33 0.26 3.12 2.50 1.67 1.34 1.43 1.34 2.00 1.60 5.00 4.00 10.53 8.42 4.35 3.48 3.00 2.40 4.50 3.60 4.00 3.20 0.50 0.40 3.00 3.40 2.00 1.60 1.20 0.96 1.80 1.44 9.50 6.80 1.14 0.91 0.72 0.57 1.60 1.28 1.33 1.06 2.00 1.60 5.33 4.26 5.97 4.78
1.08 0.86 3.06 2.45 1.00 0.80 9.80 0.64 0.51 0.40 3.47 2.78 0.82 0.66 0.53 0.42 0.97 1.78 0.16 0.13 9.00 0.71 0.30 0.24 0.13 0.11 1.80 1.44 1.80 1.44 8.50 6.80 2.00 1.60 1.70 1.36 0.60 0.48 5.00 4.00 25.00 20.00 1.00 0.80 1.43 1.14 0.07 0.06 0.08 0.06 0.10 0.08 16.00 12.80 1.80 1.44 7.00 5.60 14.00 11.20 27.00 21.60 2.80 2.24 21.00 16.80 0.53 0.42 0.33 0.26 0.60 0.48 0.80 0.64 1.10 0.88 1.20 0.96 1.50 1.20 4.00 3.20
6.50 5.20 10.50 8.40 5.50 4.40 8.00 6.40 12.00 9.60 1.30 1.04 18.00 14.40 0.45 0.36 0.55 0.44 1.20 0.96 0.12 0.10 1.80 1.44 1.30 1.04 1.40 1.12 1.50 1.20 0.32 0.26 1.20 0.96 0.32 0.26 0.42 0.34 0.52 0.42 0.60 0.48 0.42 0.34 0.20 0.16 0.20 0.16 0.42 0.34 4.20 3.36 0.32 0.26 0.42 0.34 0.52 0.42 0.70 0.56 0.20 0.16 2.00 1.60 8.00 6.40 1.31 1.05 1.64 1.31 2.63 2.10 6.67 5.34 16.67 13.34 0.82 0.66 5.00 4.00
1.25 1 1.67 2.34 2.5 2 3.33 2.66 0.11 0.08 0.21 0.17 0.48 0.38 0.06 0.04 0.05 0.04 0.03 0.02 1.69 1.35 1.00 0.8 2.07 1.66 1.07 0.86 0.66 0.53 0.66 0.53 0.74 0.59 0.82 0.66 0.98 0.70 1.08 0.86 1.15 0.92 1.32 1.06 2.19 1.75 3.29 2.63 4.92 3.94 6.57 5.26 9.85 7.98 10.31 8.25 12.05 9.64 13.69 10.95 15.34 12.27 16.43 13.14 18.07 14.46 20.54 16.43 0.19 0.15 0.74 0.59 0.82 0.66 0.98 0.78 1.08 0.86 1.31 1.05 1.64 1.31 2.46 1.97 4.00 3.20 6.40 5.12
10.67 8.54 1.33 1.06 8.00 6.40 12.00 9.60 24.00 19.20 16.00 12.80 10.00 8.00 36.00 28.80 24.00 19.20 14.00 11.20 14.00 11.20 26.00 20.80 13.00 10.40 9.00 6.40 2.00 1.60 8.00 6.40 4.00 3.20 6.40 5.12 10.66 8.53 2.50 2.00 12.00 9.60 5.00 4.00 5.00 4.00 17.00 13.60 30.00 24.00 4.00 3.20 0.80 0.64 2.70 2.16 1.50 1.20 8.00 6.40 6.00 4.80 4.00 3.20 3.70 2.96 1.50 1.20 0.50 0.40 1.20 0.96 14.00 11.20 6.00 4.80 70.00 56.00 0.60 0.48 0.70 0.56 2.70 2.16
1.20 0.96 0.80 0.64 2.50 2.00 3.00 2.40 5.00 4.00 15.00 12.00 5.00 4.00 10.00 8.00 10.00 8.00 5.00 4.00 1.00 80.00 5.00 4.00 1.20 0.96 3.00 2.40 0.30 0.24 0.30 0.24 1.00 9.00 0.55 44.00 0.32 26.00 8.00 6.40 30.00 0.34 24.00 3.50 2.80 6.00 4.80 18.00 14.40 24.00 19.20 12.00 9.60 5.00 4.00 8.00 6.40 7.30 5.84 24.00 19.20 8.00 6.40 3.50 2.80 0.67 0.54 0.20 0.16 0.80 0.64 1.67 0.84 0.55 0.28
0.50 0.25 0.27 0.14 1.60 0.80 0.34 0.17 6.00 0.03 11.00 0.06 49.00 0.24 1.82 0.91
A. STRIPPING OF METAL FORMS
MANHOURS PER SQ. METER OF CONTACT AREA
WOOD SHORES 215 TO 316 FLOORS
FORM HEIGHT LOW AVERAGE HIGH
(METER) 3 TO 4 0.58 0.22 0.16 4 TO 5 0.59 0.23 0.16 5 TO 6 0.60 0.23 0.17 6 TO 7 0.61 0.24 0.17 7 TO 8 0.64 0.25 0.18
WOOD SHORES 368 TO 419 FLOORS
3 TO 4 0.60 0.23 0.17 4 TO 5 0.61 0.24 0.17 5 TO 6 0.64 0.25 0.18 6 TO 7 0.66 0.25 0.18 7 TO 8 0.68 0.26 0.19 CREW: TOOLS:
1 CARPENTER LEAD MAN 8 ONE LOT CARPENTRY TOOLS
3 CARPENTERS 24 8 TOOLS HOUR
6 HELPERS 48
10 MANDAYS 80 MANHOURS
B. STEEL ERECTION FOR MULTI STOREY BUILDING FRAME
PREFAB SECTIONS, HIGHLY MECHANIZED OPERATION
MANHOURS & EQUIPMENTHOUR PER TON ERECTED:
LOW AVERAGE HIGH LOW
MEDIUM FRAME 36.00 13.85 10.00 7.00 HEAVY FRAME 32.73 12.63 9.11 6.36 STEEL JOIST 40.00 15.37 11.08 7.78
CREW: TOOLS:
1 LEAD MAN 8 0.50 TOWER CRANE
4 RIGGERS 32 2.00 WELDING TRANSFORMER
4 FITTERS 32 1.00 LOT TOOLS
2 WELDERS 16 3.50
1 CRANE OPERATOR 8
6 HELPERS 48
18 MANDAYS 144 MANHOURS MATERIALS : A36 WELDED CONNECTION
C. STEEL ERECTION FOR COMMERCIAL AND MILL BUILDING FRAME
PREFAB SECTIONS, HIGHLY MECHANIZED OPERATION
MANHOURS & EQUIPMENTHOUR PER TON ERECTED:
LOW AVERAGE HIGH LOW
COMMERCIAL TYPE BUILDING:
LIGHT FRAME 46.67 18.06 13.02 18.33 MEDIUM FRAME 40.00 15.56 11.20 15.71 HEAVY FRAME 35.00 13.33 9.66 13.75 STEEL JOIST 43.08 16.47 11.91 16.92
MILL TYPE BUILDING:
LIGHT FRAME 35.00 13.33 9.66 13.75 MEDIUM FRAME 31.11 11.91 8.62 12.22 HEAVY FRAME 35.00 10.77 7.78 13.75 STEEL JOIST 32.94 12.27 9.18 12.94
CREW: TOOLS:
1 LEAD MAN 8 0.50 20 TON TOWER CRANE 2 RIGGERS 16 2.00 WELDING TRANSFORMER 4 FITTERS 32 2.00 CUTTING OUTFIT
2 WELDERS 16 1.00 LOT TOOLS
1 CRANE OPERATOR 8 5.50 EQPT. DAYS
4 HELPERS 32
14 MANDAYS 112 MANHOURS MATERIALS : A36 WELDED CONNECTION
ONE LOT CARPENTRY TOOLS TOOLS HOUR AVERAGE HIGH 2.69 1.94 2.46 1.77 2.98 2.15 TOWER CRANE 4.00 WELDING TRANSFORMER 16.00 LOT TOOLS 8.00 28.00 TOOL HOURS EQUIPMENT-HOURS
AVERAGE HIGH 7.10 5.12 6.11 4.40 5.24 3.79 6.47 4.68 5.24 3.79 4.68 3.38 4.23 3.06 5.00 3.61
20 TON TOWER CRANE 4.00 WELDING TRANSFORMER 16.00 CUTTING OUTFIT 16.00 LOT TOOLS 8.00
EQPT. DAYS 44.00 EQPT. HOURS EQUIPMENT-HOURS
UNIT COST DERIVATION FORM
PROJECT TITLE: LOCATION:
ITEM NO. ITEM OF WORK:
ESTIMATED QUANTITIES: UNIT:
A. MATERIALS:
DESCRIPTION QTY. UNIT UNIT COST
B. LABOR/MANPOWER:
NO. DESCRIPTION NO. NO.-DAYS DAILY RATE
C. EQUIPMENT/TOOLS:
D TOTAL DIRECT COST (A+B+C)
E O.C.M. (% of D)
F CONTRACTIRS PROFIT (% OF D)
G VAT (10% Oof B+C)
H TOTAL COST (D+E+F+G)
AMOUNT
AMOUNT
PROBABLE OUTPUT OF HEAVY EQUIPMENT
EQUIPMENT
A.1 DOZER 165 HP
Cutting & Stockpiling 30.00 cu.m./hr. 0.033 hr/m³ Clearing & Grubbing 300.00 sq.m./hr 0.003 hr/m² A.2 DOZER D65P-7 Stripping 200.00 sq.m./hr 0.005 hr/m² Excavation 25.00 cu.m./hr. 0.040 hr/m³ Quarrying 50.00 cu.m./hr. 0.020 hr/m³ Pushing 3.00 sq.m./hr 0.333 hr/m² B.1 LOADER -1.91 CU.M. Loading 70.00 cu.m./hr. 0.014 hr/m³ B.2 LOADER 950
C. DUMP TRUCK - 10 CU.M.
Hauling (dist. = 600M) 90.00 cu.m./hr. 0.011 hr/m³ D. GRADER- 130G
10 Passes 700.00 sq.m./hr 0.001 hr/m² Subgrading 300.00 sq.m./hr 0.003 hr/m² Spreading 40.00 cu.m./hr. 0.025 hr/m³ E.1 ROLLER VIBRATORY
10 Passes 600.00 sq.m./hr 0.002 hr/m² SHEETS FOOT ROLLER
Static Rolling 12 passes-15m3 lift
Vibratory Rolling-4 pases-15m3 lift 135.00 cu.m./hr. 0.007 hr/m³ No.3W Road Roller-static rolling
4 passes-15 m3 lift 24.00 cu.m./hr. 0.042 hr/m³ Tractor Drawn Roller (1-d)
Static Rolling 6 passes-20m3 lift 240.00 cu.m./hr. 0.004 hr/m³ Tandem Roller-static rolling
6 passes-20 m3 lift 24.00 cu.m./hr. 0.042 hr/m³ E.2 VIBRATORY COMPACTOR CA25D
G. WATER TRUCK - 10 CU.M.
Watering 1,600.00 sq.m./hr 0.001 hr/m² ASPHALT PAVER
ASPHALT DISTRIBUTOR SPRAYING PHALT PLATE COMPACTOR
Grave Bedding 8.00 cu.m./hr. 0.125 hr/m³ Concrete Vibrator:
Vibrating Concrete 40.00 cu.m./hr. 0.025 hr/m³ MANPOWER:
MATERIALS:
of pavement 2" thick or 0.43 m3 of asphalt concrete
Coverage = 2.33 MT/CM
Clearing & Grubbing 300 30 m3/hr 232.55 m3/hr 232.55 m3/hr 384.62 m3/hr 303.03 m3/hr 769.23 m3/hr
of pavement 2" thick or 0.43 m3 of asphalt concrete
Coverage = 2.33 MT/CM
Disposal of Unsuitable Materials m3-km Road way Excavation (m3) 29.41 m3/hr 125.00 m3/hr 125.00 m3/hr Trench Excavation
of pavement 2" thick or 0.43 m3 of asphalt concrete
Coverage = 2.33 MT/CM
Embankment/Imported Backfill (m3) Subgrade Preparation (m2)
142.86 m3/hr 769.23 sq.m./hr
125.00
m3/hr 588.23 sq.m./hr 333.33 m3/hr 1,666.67 sq.m./hr
of pavement 2" thick or 0.43 m3 of asphalt concrete
Coverage = 2.33 MT/CM
Aggregate Sub-base Course (m3) Aggregate Base Course (m3)
76.92 m3/hr 115.38 m3/hr
58.82 m3/hr 88.23 m3/hr
of pavement 2" thick or 0.43 m3 of asphalt concrete
Coverage = 2.33 MT/CM
Bituminous Asphalt Pavement (MT) Concrete Pavement (m3) 65.00 MT/hr 32.50 MT/hr 300 SQ.M.
Asphalt Cutback MC Grade 70 MT Asphalt prime coat, SS-1 (.042 drum/mt) drums Note:1MT of asphalt conc. Covers 8 m2
of pavement 2" thick or 0.43 m3 of asphalt concrete
Coverage = 2.33 MT/CM
