Productivity Rate (Labor & Eqpt)

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LABOR PRODUCTION TABLE ITEM NO. WORK DESCRIPTION .H./ UNIT MANHOURS 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. 2.15 C. 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:

Transcript of Productivity Rate (Labor & Eqpt)

Page 1: Productivity Rate (Labor & Eqpt)

LABOR PRODUCTION TABLE

ITEM NO. WORK DESCRIPTION M.H./ UNITMANHOURS PER QUANTITY (M.H./UNIT)

LOW

A. FORM WORKS INSTALLATIONWALL 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 SLAB0 TO 18' SQ.M. 3.34 18' TO 36' UP SQ.M. 6.66 ELEVATED AND SHORED SLAB FORMINGFORMING 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. 2.15

C. STRIPPING OF FORMSWALL 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 WORKSPLYWOOD 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 PLYWOODCUTTING BY MANUAL PC 2.00 ASSEMBLY S.F. 0.83 CEILNG:

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FRAME INSTALLATION SQ.M. 2.66 PLYWOOD INSTALLLATION SQ.M. 2.00 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 WINDOWSW-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 WORKSGROUTING 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

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VIT. TILES WALL SQ.M. 11.94

G. TINSMITHING WORKCORR 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 WORKSPLACING 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 SHOREDSLAB FORMING CHUTE & BUCKET CU.M. 42.00 PLACEMENT OF REBARS ON FOOTING KGS 1.06 FIELD FABRICATION OF REBARS KGS 0.66

I. EARTH WORKSMACHINE EXCAVATION:SAND CU.M. 1.20 SAND AND MARL CU.M. 1.60 MARL CU.M. 2.20

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GRANULAR BACKFILL CU.M. 2.40 GRANULAR SOIL BACKFILL CU.M. 3.00 MANUAL FOUNDATION EXCAVATION & BACKFILL:SAND CU.M. 8.00 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 & FINISHINGGRADING MANUAL SQ.M. 0.90 FINISHING SOIL SURFACE SQ.M. 1.10 DIKES CU.M. 2.40

J ROAD WORKSBASE 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 SURFACINGFINE GRADING SQ.M. 0.64 PLACE SPREAD AND COMPACT STONE TO 4" SQ.M. 0.84 OVER 9" THK SQ.M. 1.04 TANK CUSHIONSAND 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 EXCAVATIONCOMMON EARTH CU.M. 13.34 ROCK W/ JACKHAMMER CU.M. 33.34

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BACKFILLINGCOMMON MANUAL CU.M. 1.64 GRAVEL FILL MANUAL CU.M. 10.00 TRENCHING AND BACKFILLING OF UNDERGROUNDPIPING USING EXCAVATION MATERIALS MANUALFROM 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. 6.66PLACING BINDER GRAVEL CU.M. 0.21ESCOMBRO BACKFILLING CU.M. 0.42SPREADING, TAMPING AND GRADING SQ.M. 0.96MECHANICAL COMPACTION, PLATE COMPACTION CU.M. 0.11MANUAL CLEARING AND GRUBBINGCLEARING UNDERGROWTH AND TREES 12" SQ.M. 0.1CLEARING UNDERGROWTH AND SHRUBS SQ.M. 0.06DISPOSAL OF SOIL CU.M. 3.38MAULING OF SOIL CU.M. 2.00 GRAVEL FILL CU.M. 4.14EXCAVATION 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. 1.323/4" Ø L.M. 1.321 1/4" L.M. 1.481 1/2 TO 2" Ø L.M. 1.642 1/2" Ø L.M. 1.973" Ø L.M. 2.163 1/2" Ø L.M. 2.34" Ø L.M. 2.64

2.00 CAST IRON PIPE2" Ø L.M. 4.384" Ø L.M. 6.586" Ø L.M. 9.848" Ø L.M. 13.1410" Ø L.M. 19.712" Ø L.M. 20.6214" Ø L.M. 24.116" Ø L.M. 27.3818" Ø L.M. 30.6820" Ø L.M. 32.8624" Ø L.M. 36.1430" Ø L.M. 41.08

3.00 LAYING PVC PIPE1/2 TO 3/4" Ø L.M. 0.381 TO 1 1/4" Ø L.M. 1.481 1/2 TO 2" Ø L.M. 1.642 1/2" Ø L.M. 1.963" Ø L.M. 2.16

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4" Ø L.M. 2.625" Ø L.M. 3.286" Ø L.M. 4.92

4.00 LAYING RCP 8 MEN (1 TEAM)24"Ø L.M. 9.00 36"Ø L.M. 12.848"Ø L.M. 21.346-18"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 INSULATIONEQUIPMENT INSTALLATIONVESSEL, EXCHANGE & TANKSFIELD 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 & TURBINESFABRICATE S.M. 34.00 APPLY S.M. 60.00 PIPINGS AND COMPONENT INSULATIONFIELD 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 PROOFINGINSTALL STUDS EACH 1.00 INSTALL MESH S.M. 2.40

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POUREDFORMING 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 APPLICATIONGUNITE 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 SYSTEMSPRAY NOZZLES EACH 2.00 WATER CANNONS EACH 10.00

N. TRADE:PERMANENT FENCINGINSTALL 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 WORKSNEW 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 CONDITIONINGHEAVY 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

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PLUMBING PIPING L.M. 7.00

Q. MISCELLANEOUSWATER 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

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MANHOURS PER QUANTITY (M.H./UNIT)

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

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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

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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

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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

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0.82 0.66 5.00 4.00

1.25 11.67 2.34

2.5 23.33 2.660.11 0.080.21 0.170.48 0.380.06 0.04

0.05 0.040.03 0.021.69 1.35

1.00 0.82.07 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

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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

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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

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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

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A. STRIPPING OF METAL FORMS

MANHOURS PER SQ. METER OF CONTACT AREAWOOD SHORES 215 TO 316 FLOORS

FORM HEIGHT LOW AVERAGE HIGH(METER)

3 TO 4 0.58 0.22 0.164 TO 5 0.59 0.23 0.165 TO 6 0.60 0.23 0.176 TO 7 0.61 0.24 0.177 TO 8 0.64 0.25 0.18

WOOD SHORES 368 TO 419 FLOORS3 TO 4 0.60 0.23 0.174 TO 5 0.61 0.24 0.175 TO 6 0.64 0.25 0.186 TO 7 0.66 0.25 0.187 TO 8 0.68 0.26 0.19

CREW: TOOLS:1 CARPENTER LEAD MAN 8 ONE LOT CARPENTRY TOOLS3 CARPENTERS 24 8 TOOLS HOUR6 HELPERS 48

10 MANDAYS 80 MANHOURS

B. STEEL ERECTION FOR MULTI STOREY BUILDING FRAMEPREFAB SECTIONS, HIGHLY MECHANIZED OPERATION

MANHOURS & EQUIPMENTHOUR PER TON ERECTED:

MAN-HOURS EQUIPMENT-HOURSLOW 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 CRANE4 RIGGERS 32 2.00 WELDING TRANSFORMER

4 FITTERS 32 1.00 LOT TOOLS2 WELDERS 16 3.50 1 CRANE OPERATOR 86 HELPERS 48

18 MANDAYS 144 MANHOURS

MATERIALS : A36 WELDED CONNECTION

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C. STEEL ERECTION FOR COMMERCIAL AND MILL BUILDING FRAMEPREFAB SECTIONS, HIGHLY MECHANIZED OPERATION

MANHOURS & EQUIPMENTHOUR PER TON ERECTED:

MAN-HOURS EQUIPMENT-HOURSLOW 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 CRANE2 RIGGERS 16 2.00 WELDING TRANSFORMER4 FITTERS 32 2.00 CUTTING OUTFIT

2 WELDERS 16 1.00 LOT TOOLS1 CRANE OPERATOR 8 5.50 EQPT. DAYS4 HELPERS 32

14 MANDAYS 112 MANHOURS

MATERIALS : A36 WELDED CONNECTION

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ONE LOT CARPENTRY TOOLSTOOLS HOUR

EQUIPMENT-HOURSAVERAGE 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

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EQUIPMENT-HOURSAVERAGE 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

Page 21: Productivity Rate (Labor & Eqpt)

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:

NO. DESCRIPTION NO. NO.-DAYS HOURLY RATE

Page 22: Productivity Rate (Labor & Eqpt)

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)I UNIT COST ( DIRECT)

Page 23: Productivity Rate (Labor & Eqpt)

AMOUNT

AMOUNT

AMOUNT

Page 24: Productivity Rate (Labor & Eqpt)

PROBABLE OUTPUT OF HEAVY EQUIPMENT

EQUIPMENT PROBABLE OUTPUT

A.1 DOZER 165 HPCutting & Stockpiling 30.00 cu.m./hr. 0.033 hr/m³Clearing & Grubbing 300.00 sq.m./hr 0.003 hr/m²

A.2 DOZER D65P-7Stripping 200.00 sq.m./hr 0.005 hr/m²Excavation 25.00 cu.m./hr. 0.040 hr/m³Quarrying 50.00 cu.m./hr. 0.020 hr/m³Pushing 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- 130G10 Passes 700.00 sq.m./hr 0.001 hr/m²Subgrading 300.00 sq.m./hr 0.003 hr/m²Spreading 40.00 cu.m./hr. 0.025 hr/m³

E.1 ROLLER VIBRATORY10 Passes 600.00 sq.m./hr 0.002 hr/m²SHEETS FOOT ROLLERStatic Rolling 12 passes-15m3 liftVibratory Rolling-4 pases-15m3 lift 135.00 cu.m./hr. 0.007 hr/m³No.3W Road Roller-static rolling4 passes-15 m3 lift 24.00 cu.m./hr. 0.042 hr/m³Tractor Drawn Roller (1-d)Static Rolling 6 passes-20m3 lift 240.00 cu.m./hr. 0.004 hr/m³Tandem Roller-static rolling6 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 PAVERASPHALT DISTRIBUTOR SPRAYING PHALTPLATE COMPACTORGrave Bedding 8.00 cu.m./hr. 0.125 hr/m³Concrete Vibrator:Vibrating Concrete 40.00 cu.m./hr. 0.025 hr/m³

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MANPOWER:

MATERIALS:

Page 26: Productivity Rate (Labor & Eqpt)

Clearing & Grubbing Lot Grading (Cut & Fill) m3 Trench Excavation

300 30 m3/hr

232.55 m3/hr

232.55 m3/hr

384.62 m3/hr

303.03 m3/hr

769.23 m3/hr

Page 27: Productivity Rate (Labor & Eqpt)

Trench Excavation Disposal of Unsuitable Materials m3-km Road way Excavation (m3)

29.41 m3/hr

125.00 m3/hr

125.00 m3/hr

Page 28: Productivity Rate (Labor & Eqpt)

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

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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

166.67 m3/hr 250.00 m3/hr

Page 30: Productivity Rate (Labor & Eqpt)

Bituminous Asphalt Pavement (MT) Concrete Pavement (m3)

65.00 MT/hr

32.50 MT/hr300 SQ.M.

Page 31: Productivity Rate (Labor & Eqpt)

Asphalt Cutback MC Grade 70 MTAsphalt prime coat, SS-1 (.042 drum/mt) drums

Note:1MT of asphalt conc. Covers 8 m2of pavement 2" thick or 0.43 m3 of asphalt concreteCoverage = 2.33 MT/CMBitumil = 0.70 ltr/sq, 200 ltr/drum