Productivity Rate Labor Eqpt 4 [PDF]

Zitiervorschau

LABOR PRODUCTION TABLE ITEM NO.

A.

WORK DESCRIPTION

M.H./ UNIT

MANHOURS PER QUANTITY (M.H./UNIT) LOW

AVERAGE

HIGH

FORM WORKS INSTALLATION WALL ON THE GROUND WALL ABOVER GROUND BEAMS COLUMN SUSPENDED SLAB 0 TO 18' 18' TO 36' UP ELEVATED AND SHORED SLAB FORMING FORMING ONLY FORMING AND SHORING WOOD WALL AND PARTITION

SQ.M. SQ.M. SQ.M. SQ.M.

4.00 4.70 6.16 4.70

2.00 2.35 3.08 2.35

1.60 1.88 2.46 1.88

SQ.M. SQ.M.

3.34 6.66

1.67 3.33

1.34 2.66

SQ.M. SQ.M. SQ.M.

17.20 22.00 1.00

9.00 11.00 0.60

6.88 8.80 0.40

B.

FORMWORKS FABRICATION

SQ.M.

2.15

1.08

0.86

C.

STRIPPING OF FORMS SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M.

0.50 2.58 2.06 1.70

0.25 1.29 1.03 0.85

0.20 1.03 0.82 0.68

1.67 2.16

0.83 1.08

0.67 0.86

7.00 5.60

3.50 2.80

2.80 2.24

PC

2.00

1.00

0.80

WALL ON GROUND WALL ABOVE 10' BEAMS COLUMNS SUSPENDED SLAB 0 TO 18' 18' TO 36' UP ELEVATED AND SHORED SLAB FORMING STRIP OF FORMS FLOOR SLAB AT GRADE STRIP OF FORMS

D

INSTALLION OF CARPENTRY WORKS PLYWOOD PARTITION

T & G FLOORING AND SHORING CEILING FRAME SIDING FRAME FLOORING FRAME WOODEN POSS ERECTION TRUSS FABRICATION TRUSS INSTALLATION GIRTS INSTALLTION PLATES INSTALLATION PURLINS INSTALLATION FASCIA BOARD INSTALLATION 1/4" or 3/4" thk PLYWOOD CUTTING BY MANUAL ASSEMBLY CEILNG: FRAME INSTALLATION PLYWOOD INSTALLLATION CABINET BOARDING CABINET FRAMING WOOD WALL PARTITION PANEL WALL FORMING WEIGHT ANCHOR BOLT WET FORMING E.

DOORS AND WINDOWS W-PANEL INSTALLATION STEEL WINDOWS INSTALLATION LOUVER WINDOWS INSTALLATION: FIXED ASBESTOS FIXED METAL LOUVERS FIXED GI SHEETS FIXED GLASS FIXED WOODEN ALUMINUM FRAME WINDOWS SLIDING GLASS DOOR

B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F.

0.29 0.30 0.53 1.94 0.85 0.70 1.60 0.43 0.27 0.53 0.91

0.14 0.36 0.27 0.97 0.43 0.35 0.80 0.21 0.13 0.27 0.46

0.11 0.29 0.21 0.77 0.34 0.28 0.64 0.17 0.11 0.10 0.36

PC S.F.

2.00 0.83

1.00 0.42

0.80 0.33

SQ.M. SQ.M. B.F. B.F. SQ.M. SQ.M. SQ.M. SQ.M.

2.66 2.00 0.26 0.36 1.00 14.00 9.00 7.00

1.33 1.00 0.13 0.18 0.50 7.00 4.50 3.50

1.06 0.90 0.10 0.14 0.40 5.60 3.60 2.80

PC. PC.

0.80 4.00

0.40 2.00

0.32 1.60

SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. EACH EACH

9.26 6.24 9.26 6.34 6.76 20.00 24.00

4.63 3.12 4.63 3.12 3.38 10.00 12.00

3.70 2.50 3.70 2.50 2.70 8.00 9.60

HOLLOW METAL DOOR ROLLING DOORS FIXED WINDOW DOOR LOCKSET DOOR JAMB FABRICATION DOOR JAMB INSTALLATION CYCLONE WIRE INSTALLATION F.

G.

TRADE MASONRY WORKS GROUTING and TOL PLASTERING PEBBLE FINISHED MABLE INSTALLATION 1/4" x 2' x 8" RED BRICKS GLAZED TILES UNGLAZED TILES GLAZED TILE WALL CONC. BLOCK INT. WALL CONC. BLOCK EXT. WALL BRICKWORK PLASTER WALL AND CEILING HOLLOW TILE WALL ACOUSTICAL TILE WALL VINYL FLOOR TILE UNGLAZED OR MOSAIC FLOOR TILE LAYING OF CHB & ADOBE CEMENT FINISH CONC. HOLLOW BLOCK LAYING: 6" CHB 4" CHB 8" CHB VIT. TILES FLOOR VIT. TILES WALL TINSMITHING WORK CORR GI SHEETS:

EACH EACH S.F. SET B.F. B.F. SQ.M.

20.00 50.00 0.63 3.20 0.44 0.66 6.24

10.00 25.00 0.31 1.60 0.22 0.33 3.12

8.00 20.00 0.25 1.28 0.18 0.26 2.50

SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M.

3.34 2.86 4.00 10.00 21.06 8.70 6.00 9.00 8.00 1.00 6.00 4.00 2.40 3.60 17.00 2.28 1.43

1.67 1.43 2.00 5.00 10.53 4.35 3.00 4.50 4.00 0.50 3.00 2.00 1.20 1.80 9.50 1.14 0.72

1.34 1.34 1.60 4.00 8.42 3.48 2.40 3.60 3.20 0.40 3.40 1.60 0.96 1.44 6.80 0.91 0.57

SQ.M. SQ.M. SQ.M. SQ.M. SQ.M.

3.20 2.66 4.00 10.66 11.94

1.60 1.33 2.00 5.33 5.97

1.28 1.06 1.60 4.26 4.78

LIFTING INSTALLATION INSTALLATION OF ASBESTOS ROOFING INSTALLATION OF ALUMINUM GI SHEET COPPER CLADDING ROOF DECK FAB, GI GUTTER GI SHEET ROOFING FAB OF GI GUTTER FAB. GI DOWNSPOUT GUTTER CUT & SHAPE INST. OF GUTTER DOWNSPOUT CUT AND SHAPE DOWNSPOUT INSTALLATION CORR. GI ROOFING CORR ALUMINUM ROOFING BUILT UP ROOFING 4 PLY PROTECTED METAL CORR. ASBESTOS INST., LIFTING & HAULING LEADERS & GUTTERS H

CONCRETE AND REBAR WORKS PLACING CONCRETE: SLAB ON FILL SLIP FORM FLR FINISH UNHARDENED CONC. FINISH HARDENED REBAR WORKS: GROUND FLR. INSTALLATION UPPER FLR. INSTALLATION FABRICATION MIXING MANUAL MIXING MACHINE MORE THAN 1.80 CU.M. POUR: CHUTE FROM TRUCK CRANE AND BUCKET

SQ.M. SQ.M. SHT. SHT. L.M. SHT. SHT. L.M. L.M. L.M. L.M. L.M. L.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M. SQ.M.

2.16 6.12 2.00 1.60 1.01 6.94 1.64 1.05 1.94 0.32 1.78 0.59 0.27 3.60 3.60 17.00 4.00 3.40 1.20

1.08 3.06 1.00 9.80 0.51 3.47 0.82 0.53 0.97 0.16 9.00 0.30 0.13 1.80 1.80 8.50 2.00 1.70 0.60

0.86 2.45 0.80 0.64 0.40 2.78 0.66 0.42 1.78 0.13 0.71 0.24 0.11 1.44 1.44 6.80 1.60 1.36 0.48

CU.M. CU.M. SQ.M. SQ.M.

10.00 50.00 2.00 2.86

5.00 25.00 1.00 1.43

4.00 20.00 0.80 1.14

KGS KGS KGS CU.M. CU.M.

0.14 0.16 0.20 32.00 3.60

0.07 0.08 0.10 16.00 1.80

0.06 0.06 0.08 12.80 1.44

CU.M. CU.M.

14.00 28.00

7.00 14.00

5.60 11.20

WHEELING FINISHING CONCRETE POUR ON ELEVATED AND SHORED SLAB FORMING CHUTE & BUCKET PLACEMENT OF REBARS ON FOOTING FIELD FABRICATION OF REBARS I.

J

EARTH WORKS MACHINE EXCAVATION: SAND SAND AND MARL MARL GRANULAR BACKFILL GRANULAR SOIL BACKFILL MANUAL FOUNDATION EXCAVATION & BACKFILL: SAND EXCAVATION OF SAND &MARL EXCAVATION OF MARL BACKFILL OF SAND BACKFILL OF SAND &MARL BACKFILL OF MARL FLOOR SLAB & GRADE: GRADING MANUAL EXCAVATION AND BACKFILL FINE GRADING & FINISHING GRADING MANUAL FINISHING SOIL SURFACE DIKES ROAD WORKS BASE COURSE CURBS & GUTTER 4" THK ROAD 6" THK ROAD 8" THK ROAD TROWEL FINISH

CU.M. SQ.M.

54.00 5.60

27.00 2.80

21.60 2.24

CU.M. KGS KGS

42.00 1.06 0.66

21.00 0.53 0.33

16.80 0.42 0.26

CU.M. CU.M. CU.M. CU.M. CU.M.

1.20 1.60 2.20 2.40 3.00

0.60 0.80 1.10 1.20 1.50

0.48 0.64 0.88 0.96 1.20

CU.M. CU.M. CU.M. CU.M. CU.M. CU.M.

8.00 13.00 21.00 11.00 16.00 24.00

4.00 6.50 10.50 5.50 8.00 12.00

3.20 5.20 8.40 4.40 6.40 9.60

SQ.M. CU.M.

2.60 36.00

1.30 18.00

1.04 14.40

SQ.M. SQ.M. CU.M.

0.90 1.10 2.40

0.45 0.55 1.20

0.36 0.44 0.96

SQ.M. CU.M. SQ.M. SQ.M. SQ.M. SQ.M.

0.24 3.60 2.60 2.80 3.00 0.64

0.12 1.80 1.30 1.40 1.50 0.32

0.10 1.44 1.04 1.12 1.20 0.26

SPECIAL TOPPING 4" STONE OR SHELL ROAD 6" STONE OR SHELL ROAD 8" STONE OR SHELL ROAD ACID PROOFING ASPHALT PAVING: FINE GRADING & FINISHING PLACE BASE COURSE ASPHALT ACID BLOCK OR PAVING BLOCK: FIND GRADING INSTALL BRICK CRUSH STONE OR SHELL SURFACING FINE GRADING PLACE SPREAD AND COMPACT STONE TO 4" OVER 9" THK TANK CUSHION SAND CUSHION APHALT RETAINER RING NON GRANULAR BACKFILL EXCAVATION MANUAL: COMMON EARTH LOAN OF SAND CLAY OR HEAVY SOIL ROCK ROCK MECHANICAL EXCAVATION COMMON EARTH ROCK W/ JACKHAMMER BACKFILLING COMMON MANUAL GRAVEL FILL MANUAL TRENCHING AND BACKFILLING OF UNDERGROUND PIPING USING EXCAVATION MATERIALS MANUAL FROM 0 TO 2 MTRS. DEPTH 2 TO 3

SQ.M. SQ.M. SQ.M. SQ.M. CU.M.

2.40 0.64 0.84 1.04 1.20

1.20 0.32 0.42 0.52 0.60

0.96 0.26 0.34 0.42 0.48

SQ.M. SQ.M. SQ.M.

0.84 0.40 0.40

0.42 0.20 0.20

0.34 0.16 0.16

SQ.M. SQ.M.

0.84 8.40

0.42 4.20

0.34 3.36

SQ.M. SQ.M. SQ.M.

0.64 0.84 1.04

0.32 0.42 0.52

0.26 0.34 0.42

CU.M. SQ.M. CU.M.

1.40 0.40 4.00

0.70 0.20 2.00

0.56 0.16 1.60

CU.M. CU.M. CU.M. CU.M.

16.00 2.62 3.28 5.26

8.00 1.31 1.64 2.63

6.40 1.05 1.31 2.10

CU.M. CU.M.

13.34 33.34

6.67 16.67

5.34 13.34

CU.M. CU.M.

1.64 10.00

0.82 5.00

0.66 4.00

L.M. L.M.

2.50 3.34

1.25 1.67

1 2.34

3 TO 4 4 TO 5 PLACING BINDER GRAVEL ESCOMBRO BACKFILLING SPREADING, TAMPING AND GRADING MECHANICAL COMPACTION, PLATE COMPACTION MANUAL CLEARING AND GRUBBING CLEARING UNDERGROWTH AND TREES 12" CLEARING UNDERGROWTH AND SHRUBS DISPOSAL OF SOIL MAULING OF SOIL GRAVEL FILL EXCAVATION CRANE AND CLAMPSHELL WITH 8-MEN AND 2 CARPENTERS

. K.

L.M. L.M. CU.M. CU.M. SQ.M. CU.M.

5.00 6.66 0.21 0.42 0.96 0.11

2.5 3.33 0.11 0.21 0.48 0.06

2 2.66 0.08 0.17 0.38 0.04

SQ.M. SQ.M. CU.M. CU.M. CU.M.

0.1 0.06 3.38 2.00 4.14

0.05 0.03 1.69 1.00 2.07

0.04 0.02 1.35 0.8 1.66

CU.M.

2.14

1.07

0.86

1.32 1.32 1.48 1.64 1.97 2.16 2.3 2.64

0.66 0.66 0.74 0.82 0.98 1.08 1.15 1.32

0.53 0.53 0.59 0.66 0.70 0.86 0.92 1.06

4.38 6.58 9.84 13.14 19.7 20.62 24.1 27.38 30.68

2.19 3.29 4.92 6.57 9.85 10.31 12.05 13.69 15.34

1.75 2.63 3.94 5.26 7.98 8.25 9.64 10.95 12.27

TRADE: UNDERGROUND PIPING AND PLUMBING WORKS 1.00 LAYING ASBESTOS PIPES: 1//2Ø L.M. 3/4" Ø L.M. 1 1/4" L.M. 1 1/2 TO 2" Ø L.M. 2 1/2" Ø L.M. 3" Ø L.M. 3 1/2" Ø L.M. 4" Ø L.M. 2.00 CAST IRON PIPE 2" Ø L.M. 4" Ø L.M. 6" Ø L.M. 8" Ø L.M. 10" Ø L.M. 12" Ø L.M. 14" Ø L.M. 16" Ø L.M. 18" Ø L.M.

20" Ø 24" Ø 30" Ø 3.00 LAYING PVC PIPE 1/2 TO 3/4" Ø 1 TO 1 1/4" Ø 1 1/2 TO 2" Ø 2 1/2" Ø 3" Ø 4" Ø 5" Ø 6" Ø 4.00 LAYING RCP 8 MEN (1 TEAM) 24"Ø 36"Ø 48"Ø 6-18"Ø LAVATORY WATER CLOSET URINAL UTILITY STALL URINAL PEDESTRAL TYPE SHOWER AND INSTALL 5 MAN GROUP SHOWER BAH TUBS SLOPE SINK HOT WATER HEATER 16 PERSON WASH SINK DRINKING FOUNTAIN EYE WASH MISC. FIXTURES PARTITIONS LAYING OF 24"Ø RCP LAYING OF 36"Ø RCP LAYING OF 48"Ø RCP

L.M. L.M. L.M.

32.86 36.14 41.08

16.43 18.07 20.54

13.14 14.46 16.43

L.M. L.M. L.M. L.M. L.M. L.M. L.M. L.M.

0.38 1.48 1.64 1.96 2.16 2.62 3.28 4.92

0.19 0.74 0.82 0.98 1.08 1.31 1.64 2.46

0.15 0.59 0.66 0.78 0.86 1.05 1.31 1.97

L.M. L.M. L.M. L.M.

9.00 12.8 21.34 2.66

4.00 6.40 10.67 1.33

3.20 5.12 8.54 1.06

EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH PIPE PIPE PIPE

16.00 24.00 48.00 32.00 20.00 72.00 48.00 28.00 28.00 52.00 26.00 16.00 4.00 16.00 8.00 12.80 21.32

8.00 12.00 24.00 16.00 10.00 36.00 24.00 14.00 14.00 26.00 13.00 9.00 2.00 8.00 4.00 6.40 10.66

6.40 9.60 19.20 12.80 8.00 28.80 19.20 11.20 11.20 20.80 10.40 6.40 1.60 6.40 3.20 5.12 8.53

L.

TRADE INSULATION EQUIPMENT INSTALLATION VESSEL, EXCHANGE & TANKS

FIELD FABRICATION INSULATION FIELD FABRICATION SHEET METAL COVER APPLY INSULATION APPLY SHEET METAL COVER PUMPS, COMPRESSORS & TURBINES FABRICATE APPLY PIPINGS AND COMPONENT INSULATION FIELD FABRICATE FIELD FABRICATESHEET METAL COVER APPLY INSULATION APPLY SHEET METAL COVER OR METAL COVER FABRICATE INSTRUMENT COVER INSTALL INSTRUMENT COVER INSULATE PIPE HANGERS FOR STREAM TRACED LINES REMOVAL OF OLD OR EXISTING INSTALLATION M.

TRADE:FIRE PROOFING INSTALL STUDS INSTALL MESH POURED FORMING STRIP FORMS POUR CONCRETE CURING/PATCHING FINISHING TROWEL, PLASTERED PNEUMATIC APPLICATION GUNITE APPLY FINEBRICK OR BLOCK

S.M. S.M. S.M. S.M.

5.00 24.00 10.00 10.00

2.50 12.00 5.00 5.00

2.00 9.60 4.00 4.00

S.M. S.M.

34.00 60.00

17.00 30.00

13.60 24.00

FLG. S.M. L.M. EACH EACH EACH EACH L.M. L.M.

8.00 1.60 5.40 3.00 16.00 12.00 8.00 7.40 3.00

4.00 0.80 2.70 1.50 8.00 6.00 4.00 3.70 1.50

3.20 0.64 2.16 1.20 6.40 4.80 3.20 2.96 1.20

EACH S.M.

1.00 2.40

0.50 1.20

0.40 0.96

S.M. S.M. S.M. S.M. S.M. S.M.

28.00 12.00 140.00 1.20 1.40 5.40

14.00 6.00 70.00 0.60 0.70 2.70

11.20 4.80 56.00 0.48 0.56 2.16

S.M. PC.

2.40 1.60

1.20 0.80

0.96 0.64

REMOVAL OF EXISTING OR OLD FIREPROOFING APPLY FIREPROOFING PAINT FIRE PROTERCTION: FIRE PROTECTION EQUIPMENT INSTALLATION: MONITOR HOSE REELS AND CARTS FIRE EXTINGUISHERS PERSONAL EQUIPMENT: EYE WASH SAFETY SHOWERS BREATHING APPARATUS SPRINKLER SYSTEM SPRAY NOZZLES WATER CANNONS N.

O.

P.

TRADE:PERMANENT FENCING INSTALL FENCE INSTALL GATES TO RAIL BARBE WIRE, 3 STRANDS TRADE:PAINTING WORKS NEW STRUCTURAL STEEL OLD STRUCTURAL STEEL NEW FLAT FLAT PLATES SURFACE PREPARATION: IN TERMS OF WEIGHT IN TERMS OF AREA SAND PREPARATION TRADE:HEATING VENTILATING AND CONDITIONING HEAVY PIPING DUCT WORK INSTALL DUCT WORK FAB. PACKAGE UNIT AIR CONDITIONER

S.M. S.M.

5.00 6.00

2.50 3.00

2.00 2.40

EACH EACH EACH

10.00 30.00 10.00

5.00 15.00 5.00

4.00 12.00 4.00

EACH EACH EACH

20.00 20.00 10.00

10.00 10.00 5.00

8.00 8.00 4.00

EACH EACH

2.00 10.00

1.00 5.00

80.00 4.00

L.M. L.M. L.M. L.M.

2.40 6.00 0.60 0.60

1.20 3.00 0.30 0.30

0.96 2.40 0.24 0.24

TON S.M. S.M.

20.00 1.10 0.64

1.00 0.55 0.32

9.00 44.00 26.00

TON S.M. TON

16.00 0.86 60.00

8.00 30.00

6.40 0.34 24.00

L.M. S.M. S.M. EACH

7.00 12.00 36.00 48.00

3.50 6.00 18.00 24.00

2.80 4.80 14.40 19.20

Q.

UNIT HEATER FINNED CONVERTER EXHAUST FAN PROPELLER GRAVITY ROOF PAINT POWER ROOF VENT ROUND ROOF VENT PLUMBING PIPING

EACH EACH EACH L.M. EACH EACH L.M.

24.00 10.00 16.00 14.00 48.00 16.00 7.00

12.00 5.00 8.00 7.30 24.00 8.00 3.50

9.60 4.00 6.40 5.84 19.20 6.40 2.80

MISCELLANEOUS WATER STOP INSTALLATION CAULKING SLAB JOINT ASPHALTING GROUTNG AND TOOL PLASTERING WATER PROOFING RUBBERIZED COPPER CLADDING ROOF DECK WATER PROOFING FLINKOTE DEMOLITION OF ADOBE WALL PAINTING COPPER WATER STOP CUT AND SHAPE COPPER WATER STOP CUT AND INSTALLATION SETTING ANCHOR BOLT SETTING ANCHOR BOXES

L.M. L.M. S.M. S.M. S.M. L.M. S.M. CU.M. S.M. L.M. L.M. KG CU.M.

1.34 0.40 1.60 3.34 1.10 1.00 0.54 3.20 0.68 11.00 22.00 97.00 3.64

0.67 0.20 0.80 1.67 0.55 0.50 0.27 1.60 0.34 6.00 11.00 49.00 1.82

0.54 0.16 0.64 0.84 0.28 0.25 0.14 0.80 0.17 0.03 0.06 0.24 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 4 TO 5 5 TO 6 6 TO 7 7 TO 8

0.58 0.59 0.60 0.61 0.64

0.22 0.23 0.23 0.24 0.25

0.16 0.16 0.17 0.17 0.18

0.60 0.61 0.64 0.66 0.68

0.23 0.24 0.25 0.25 0.26

0.17 0.17 0.18 0.18 0.19

WOOD SHORES 368 TO 419 FLOORS

3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 CREW: 1 3 6 10

CARPENTER LEAD MAN CARPENTERS HELPERS MANDAYS

TOOLS: ONE LOT CARPENTRY TOOLS 8 TOOLS HOUR

8 24 48 80 MANHOURS

B. STEEL ERECTION FOR MULTI STOREY BUILDING FRAME PREFAB SECTIONS, HIGHLY MECHANIZED OPERATION MANHOURS & EQUIPMENTHOUR PER TON ERECTED:

MEDIUM FRAME

LOW 36.00

MAN-HOURS AVERAGE 13.85

HIGH 10.00

EQUIPMENT-HOURS LOW AVERAGE HIGH 7.00 2.69 1.94

HEAVY FRAME STEEL JOIST

32.73 40.00

12.63 15.37

9.11 11.08

CREW: 1 4 4 2 1 6 18

LEAD MAN RIGGERS FITTERS WELDERS CRANE OPERATOR HELPERS MANDAYS

6.36 7.78

2.46 2.98

1.77 2.15

TOOLS: 0.50 TOWER CRANE 2.00 WELDING TRANSFORMER 1.00 LOT TOOLS 3.50

8 32 32 16 8 48 144 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

MAN-HOURS AVERAGE

HIGH

EQUIPMENT-HOURS LOW AVERAGE HIGH

COMMERCIAL TYPE BUILDING: LIGHT FRAME MEDIUM FRAME HEAVY FRAME STEEL JOIST

46.67 40.00 35.00 43.08

18.06 15.56 13.33 16.47

13.02 11.20 9.66 11.91

18.33 15.71 13.75 16.92

7.10 6.11 5.24 6.47

5.12 4.40 3.79 4.68

35.00 31.11

13.33 11.91

9.66 8.62

13.75 12.22

5.24 4.68

3.79 3.38

MILL TYPE BUILDING: LIGHT FRAME MEDIUM FRAME

4.00 16.00 8.00 28.00

HEAVY FRAME STEEL JOIST

35.00 32.94

10.77 12.27

CREW: 1 2 4 2 1 4 14

LEAD MAN RIGGERS FITTERS WELDERS CRANE OPERATOR HELPERS MANDAYS

MATERIALS : A36 WELDED CONNECTION

8 16 32 16 8 32 112 MANHOURS

7.78 9.18

13.75 12.94 TOOLS: 0.50 2.00 2.00 1.00 5.50

4.23 5.00

3.06 3.61

20 TON TOWER CRANE WELDING TRANSFORMER CUTTING OUTFIT LOT TOOLS EQPT. DAYS

4.00 16.00 16.00 8.00 44.00

TOOL HOURS

EQPT. HOURS

UNIT COST DERIVATION FORM

PROJECT TITLE: LOCATION: ITEM NO. ESTIMATED QUANTITIES: A. MATERIALS:

ITEM OF WORK: UNIT: DESCRIPTION

B. NO.

LABOR/MANPOWER:

C. NO.

EQUIPMENT/TOOLS:

DESCRIPTION

DESCRIPTION

QTY.

UNIT

UNIT COST

NO.

NO.-DAYS

DAILY RATE

NO.

NO.-DAYS

HOURLY RATE

D

E F G H I

TOTAL DIRECT COST (A+B+C) O.C.M. (% of D) CONTRACTIRS PROFIT (% OF D) VAT (10% Oof B+C) TOTAL COST (D+E+F+G) UNIT COST ( DIRECT)

AMOUNT

AMOUNT

AMOUNT

PROBABLE OUTPUT OF HEAVY EQUIPMENT EQUIPMENT

PROBABLE OUTPUT Clearing & Grubbing

A.1 DOZER 165 HP Cutting & Stockpiling Clearing & Grubbing A.2 DOZER D65P-7 Stripping Excavation Quarrying Pushing B.1 LOADER -1.91 CU.M. Loading B.2 LOADER 950 C.

D.

DUMP TRUCK - 10 CU.M. Hauling (dist. = 600M) GRADER- 130G 10 Passes Subgrading Spreading

E.1 ROLLER VIBRATORY 10 Passes SHEETS FOOT ROLLER Static Rolling 12 passes-15m3 lift Vibratory Rolling-4 pases-15m3 lift No.3W Road Roller-static rolling 4 passes-15 m3 lift Tractor Drawn Roller (1-d)

30.00 cu.m./hr. 300.00 sq.m./hr

0.033 hr/m³ 0.003 hr/m² 300

200.00 25.00 50.00 3.00

sq.m./hr cu.m./hr. cu.m./hr. sq.m./hr

0.005 0.040 0.020 0.333

hr/m² hr/m³ hr/m³ hr/m²

70.00 cu.m./hr.

0.014 hr/m³

90.00 cu.m./hr.

0.011 hr/m³

700.00 sq.m./hr 300.00 sq.m./hr 40.00 cu.m./hr.

0.001 hr/m² 0.003 hr/m² 0.025 hr/m³

600.00 sq.m./hr

0.002 hr/m²

135.00 cu.m./hr.

0.007 hr/m³

24.00 cu.m./hr.

0.042 hr/m³

Static Rolling 6 passes-20m3 lift Tandem Roller-static rolling 6 passes-20 m3 lift

240.00 cu.m./hr.

0.004 hr/m³

24.00 cu.m./hr.

0.042 hr/m³

1,600.00 sq.m./hr

0.001 hr/m²

E.2 VIBRATORY COMPACTOR CA25D G. WATER TRUCK - 10 CU.M. Watering ASPHALT PAVER ASPHALT DISTRIBUTOR PLATE COMPACTOR Grave Bedding Concrete Vibrator: Vibrating Concrete MANPOWER:

MATERIALS:

SPRAYING PHALT 8.00 cu.m./hr.

0.125 hr/m³

40.00 cu.m./hr.

0.025 hr/m³

Lot Grading (Cut & Fill) m3

30

Trench Excavation

Disposal of Unsuitable Materials m3-km

m3/hr

232.55

m3/hr

232.55

m3/hr

384.62

m3/hr

125.00

m3/hr

125.00

m3/hr

303.03

m3/hr

769.23

m3/hr

Road way Excavation (m3)

Embankment/Imported Backfill (m3)

Subgrade Preparation (m2)

29.41 m3/hr

142.86

m3/hr

769.23

125.00 333.33

m3/hr m3/hr

588.23 1,666.67

Aggregate Sub-base Course (m3)

sq.m./hr

Aggregate Base Course (m3)

Bituminous Asphalt Pavement (MT)

76.92

m3/hr

115.38

m3/hr

58.82

m3/hr

88.23

m3/hr

65.00

sq.m./hr sq.m./hr

166.67

m3/hr

250.00

m3/hr

32.50 300

Asphalt Cutback MC Grade 70 Asphalt prime coat, SS-1 (.042 drum/mt) Note:1MT of asphalt conc. Covers 8 m2 of pavement 2" thick or 0.43 m3 of asphalt concrete Coverage = 2.33 MT/CM Bitumil = 0.70 ltr/sq, 200 ltr/drum

Concrete Pavement (m3)

MT/hr

MT/hr SQ.M.

MT drums