Productivity Rate Labor & Eqpt

LABOR PRODUCTION TABLE ITEM NO.

A.

WORK DESCRIPTION

MANHOU NHOUR R LOW

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 ONL FORMING AND SHORING W OOD WALL AND PARTITION

B.

FORMWORKS FA FABRICATION

C.

STRIPPING OF FORMS 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

M.H./ UNIT

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

4.00 4.70 6.16 4.70

SQ.M. SQ.M.

3.34 6.66

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

17.!0 !!.00 1.00

SQ.M.

!.1"

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

0."0 !."8 !.06 1.70

7.00 ".60

PC B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F.

!.00 0.!$ 0.30 0."3 1.$4 0.8" 0.70 1.60 0.43 0.!7 0."3 0.$1

PC S.F. S.F.

!.00 0.83

1.67 !.16

INSTALLION OF OF CA CARPENTRY WO WORKS PLW OOD PARTITION T # G FLOORING AND SHORING CEILING FRAME SIDING FRAME FLOORING FRAME W OODEN POSS ERECTION TRUSS FABRICATION TRUSS INSTALLATION GIRTS INSTALLTION PLATES INSTALLATION PURLINS INSTALLATION FASCIA BOARD INSTALLATION 1%4& ( 3%4& )*+ PLWOOD PLWOOD CUTTING B MANUAL  ASSEMBL  ASSEMBL CEILNG,

FRAME INSTALLATION PLW OOD INSTALLLATION CABINET BOARDING CABINET FRAMING W OOD WALL PARTITION PANEL WALL FORMING W EIGHT ANCHOR BOLT W ET FORMING E.

F.

DOORS AND WINDOWS W-PANEL INSTALLATION STEEL W INDOW S INSTALLATION LOUVER WINDOWS INSTALLATION, FIED ASBESTOS FIED METAL LOUVERS FIED GI SHEETS FIED GLASS FIED W OODEN  ALUMINUM FRAME WINDOWS SLIDING GLASS DOOR HOLLOW METAL DOOR ROLLING DOORS FIED W INDOW DOOR LOC/SET DOOR AMB FABRICATION DOOR AMB INSTALLATION CCLONE W IRE INSTALLATION TRADE MASONRY WORKS GROUTING 2 TOL PLASTERING PEBBLE FINISHED MABLE INSTALLATION 1%4&  !'  8& RED BRIC/S GLA5ED TILES UNGLA5ED TILES GLA5ED TILE WALL CONC. BLOC/ INT. WALL CONC. BLOC/ ET. WALL BRIC/W OR/ PLASTER WALL AND CEILING HOLLOW TILE WALL  ACOUSTICAL TILE WALL VINL FLOOR TILE UNGLA5ED OR MOSAIC FLOOR TILE LAING OF CHB # ADOBE CEMENT FINISH CONC. HOLLOW BLOC/ LAING, 6& CHB 4& CHB 8& CHB

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

!.66 !.00 0.!6 0.36 1.00 14.00 $.00 7.00

PC. PC.

0.80 4.00

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

$.!6 6.!4 $.!6 6.34 6.76 !0.00 !4.00 !0.00 "0.00 0.63 3.!0 0.44 0.66 6.!4

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 !.86 4.00 10.00 !1.06 8.70 6.00 $.00 8.00 1.00 6.00 4.00 !.40 3.60 17.00 !.!8 1.43

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

3.!0 !.66 4.00

G.

H

I.

VIT. TILES FLOOR VIT. TILES WALL

SQ.M. SQ.M.

10.66 11.$4

TINSMITHING WO WORK CORR GI SHEETS, LIFTING INSTALLATION INSTALLATION OF ASBESTOS ROOFING INSTALLATION OF ALUMINUM GI SHEET COPPER CLADDING ROOF DEC/ FAB GI GUTTER GI SHEET ROOFING FAB OF GI GUTTER FAB. GI DOW NSPOUT GUTTER CUT # SHAPE INST. OF GUTTER DOW NSPOUT CUT AND SHAPE DOW NSPOUT INSTALLATION CORR. GI ROOFING CORR ALUMINUM ROOFING BUILT UP ROOFING 4 PL PROTECTED METAL CORR. ASBESTOS INST. LIFTING # HAULING LEADERS # GUTTERS

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.

!.16 6.1! !.00 1.60 1.01 6.$4 1.64 1.0" 1.$4 0.3! 1.78 0."$ 0.!7 3.60 3.60 17.00 4.00 3.40 1.!0

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

10.00 "0.00 !.00 !.86

/GS /GS /GS CU.M. CU.M.

0.14 0.16 0.!0 3!.00 3.60

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

14.00 !8.00 "4.00 ".60 ".

CU.M. /GS /GS

4!.00 1.06 0.66

CU.M.

1.!0

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 MIING MANUAL MIING MACHINE MORE THAN 1.80 CU.M. POUR: CHUTE FROM TRUC/ CRANE AND BUC/ET W HEELING FINISHING CONCRETE POUR ON ELEATED ELEATED AND SHORED SLAB FORMING CHUTE # BUC/ET PLACEMENT OF REBARS ON FOOTING FIELD FABRICATION OF REBARS EARTH WORKS MACHINE EXCAVATION:

SAND

SAND AND MARL MARL GRANULAR BAC/FILL GRANULAR SOIL BAC/FILL

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

1.60 !.!0 !.40 3.00

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

8.00 13.00 !1.00 11.00 16.00 !4.00

SQ.M. CU.M.

!.60 36.00

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

0.$0 1.10 !.40

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

0.!4 3.60 !.60 !.80 3.00 0.64 !.40 0.64 0.84 1.04 1.!0

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

0.84 0.40 0.40

SQ.M. SQ.M.

0.84 8.40

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

0.64 0.84 1.04

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

1.40 0.40 4.00

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

16.00 !.6! 3.!8 ".!6

MANUAL FOUNDATION EXCAVATION & BACKFILL:

!

SAND ECAVATION OF SAND #MARL ECAVATION OF MARL BAC/FILL OF SAND BAC/FILL OF SAND #MARL BAC/FILL OF MARL FLOOR SLAB # GRADE, GRADING MANUAL ECAVATION AND BAC/FILL FINE GRADING # FINISHING GRADING MANUAL FINISHING SOIL SURFACE DI/ES ROAD WORKS BASE COURSE CURBS # GUTTER 4& TH/ ROAD 6& TH/ ROAD 8& TH/ ROAD TROWEL FINISH 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 BLOC/ OR PAVING BLOC/, FIND GRADING INSTALL BRIC/ CRUSH STONE OR SHELL SURFACING FINE GRADING PLACE SPREAD AND COMPACT STONE TO 4& OVER $& TH/ TAN/ CUSHION SAND CUSHION  APHALT RETAINER RING NON GRANULAR BAC/FILL ECAVATION MANUAL, COMMON EARTH LOAN OF SAND CLA OR HEAV SOIL ROC/ ROC/

.

MECHANICAL ECAVATION COMMON EARTH ROC/ W% AC/HAMMER BAC/FILLING COMMON MANUAL GRAVEL FILL MANUAL TRENCHING AND BAC/FILLING OF UNDERGROUND PIPING USING ECAVATION MATERIALS MANUAL FROM 0 TO ! MTRS. DEPTH ! TO 3 3 TO 4 4 TO " PLACING BINDER GRAVEL ESCOMBRO BAC/FILLING SPREADING TAMPING AND GRADING MECHANICAL COMPACTION PLATE COMPACTION MANUAL CLEARING AND GRUBBING CLEARING UNDERGROWTH AND TREES 1!& CLEARING UNDERGROWTH AND SHRUBS DISPOSAL OF SOIL MAULING OF SOIL GRAVEL FILL ECAVATION CRANE AND CLAMPSHELL WITH 8-MEN AND ! CARPENTERS

CU.M. CU.M.

13.34 33.34

CU.M. CU.M.

1.64 10.00

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

!."0 3.34 ".00 6.66 0.!1 0.4! 0.$6 0.11

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

0.1 0.06 3.38 !.00 4.14

CU.M.

!.14

K. TRADE: UNDERGROUND PIPING AND PLUMBING WORKS 1.00 LAING ASBESTOS PIPES, 1%%! L.M. 3%4&  L.M. 1 1%4& L.M. 1 1%! TO !&  L.M. ! 1%!&  L.M. 3&  L.M. 3 1%!&  L.M. 4&  L.M. !.00 CAST IRON PIPE !&  L.M. 4&  L.M. 6&  L.M. 8&  L.M. 10&  L.M. 1!&  L.M. 14&  L.M. 16&  L.M. 18&  L.M. !0&  L.M. !4&  L.M. 30&  L.M. 3.00 LAING PVC PIPE 1%! TO 3%4&  L.M.

1.3! 1.3! 1.48 1.64 1.$7 !.16 !.3 !.64 4.38 6."8 $.84 13.14 1$.7 !0.6! !4.1 !7.38 30.68 3!.86 36.14 41.08 0.38

1 TO 1 1%4&  1 1%! TO !&  ! 1%!&  3&  4&  "&  6&  4.00 LAING RCP 8 MEN 1 TEAM9 !4& 36& 48& 6-18& LAVATOR WATER CLOSET URINAL UTILIT STALL URINAL PEDESTRAL TPE SHOWER AND INSTALL " MAN GROUP SHOWER BAH TUBS SLOPE SIN/ HOT WATER HEATER 16 PERSON WASH SIN/ DRIN/ING FOUNTAIN EE WASH MISC. FITURES PARTITIONS LAING OF !4& RCP LAING OF 36& RCP LAING OF 48& RCP L.

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

1.48 1.64 1.$6 !.16 !.6! 3.!8 4.$!

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

$.00 1!.8 !1.34 !.66

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

16.00 !4.00 48.00 3!.00 !0.00 7!.00 48.00 !8.00 !8.00 "!.00 !6.00 16.00 4.00 16.00 8.00 1!.80 !1.3!

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

".00 !4.00 10.00 10.00

S.M. S.M.

34.00 60.00

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

8.00 1.60 ".40 3.00 16.00 1!.00 8.00 7.40

TRADE INSULATION EQUIPMENT INSTALLATION VESSEL ECHANGE # TAN/S

FIELD FABRICATION INSULATION FIELD FABRICATION SHEET METAL COVER  APPL INSULATION  APPL SHEET METAL COVER PUMPS COMPRESSORS # TURBINES FABRICATE  APPL PIPINGS AND COMPONENT INSULATION FIELD FABRICATE FIELD FABRICATESHEET METAL COVER  APPL INSULATION  APPL SHEET METAL COVER OR METAL COVER FABRICATE INSTRUMENT COVER INSTALL INSTRUMENT COVER INSULATE PIPE HANGERS FOR STREAM TRACED LINES

REMOVAL OF OLD OR EISTING INSTALLATION M.

N.

O.

P.

TRADE:FIRE PROOFING INSTALL STUDS INSTALL MESH POURED FORMING STRIP FORMS POUR CONCRETE CURING%PATCHING FINISHING TROWEL PLASTERED PNEUMATIC APPLICATION GUNITE  APPL FINEBRIC/ OR BLOC/ REMOVAL OF EISTING OR OLD FIREPROOFING  APPL FIREPROOFING PAINT FIRE PROTERCTION, FIRE PROTECTION EQUIPMENT INSTALLATION, MONITOR HOSE REELS AND CARTS FIRE ETINGUISHERS PERSONAL EQUIPMENT, EE WASH SAFET SHOWERS BREATHING APPARATUS SPRIN/LER SSTEM SPRA NO55LES WATER CANNONS 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 ENTILATING AND CONDITIONING HEAV PIPING DUCT WOR/ INSTALL DUCT WOR/ FAB. PAC/AGE UNIT AIR CONDITIONER

L.M.

3.00

EACH S.M.

1.00 !.40

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

!8.00 1!.00 140.00 1.!0 1.40 ".40

S.M. PC. S.M. S.M.

!.40 1.60 ".00 6.00

EACH EACH EACH

10.00 30.00 10.00

EACH EACH EACH

!0.00 !0.00 10.00

EACH EACH

!.00 10.00

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

!.40 6.00 0.60 0.60

TON S.M. S.M.

!0.00 1.10 0.64

TON S.M. TON

16.00 0.86 60.00

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

7.00 1!.00 36.00 48.00

UNIT HEATER FINNED CONVERTER EHAUST FAN PROPELLER GRAVIT ROOF PAINT POWER ROOF VENT ROUND ROOF VENT PLUMBING PIPING Q.

MISCELLANEOUS WATER STOP INSTALLATION CAUL/ING SLAB OINT  ASPHALTING GROUTNG AND TOOL PLASTERING WATER PROOFING RUBBERI5ED COPPER CLADDING ROOF DEC/ WATER PROOFING FLIN/OTE DEMOLITION OF ADOBE WALL PAINTING COPPER WATER STOP CUT AND SHAPE COPPER WATER STOP CUT AND INSTALLATION SETTING ANCHOR BOLT SETTING ANCHOR BOES

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

!4.00 10.00 16.00 14.00 48.00 16.00 7.00

L.M. L.M. S.M. S.M. S.M. L.M. S.M. CU.M. S.M. L.M. L.M. /G CU.M.

1.34 0.40 1.60 3.34 1.10 1.00 0."4 3.!0 0.68 11.00 !!.00 $7.00 3.64

S PER QUANTITY (M.H./UNIT) AERAGE

HIGH

!.00 !.3" 3.08 !.3"

1.60 1.88 !.46 1.88

1.67 3.33

1.34 !.66

$.00 11.00 0.60

6.88 8.80 0.40

1.08

0.86

0.!" 1.!$ 1.03 0.8"

0.!0 1.03 0.8! 0.68

0.83 1.08

0.67 0.86

3."0 !.80

!.80 !.!4

1.00 0.14 0.36 0.!7 0.$7 0.43 0.3" 0.80 0.!1 0.13 0.!7 0.46

0.80 0.11 0.!$ 0.!1 0.77 0.34 0.!8 0.64 0.17 0.11 0.10 0.36

1.00 0.4!

0.80 0.33

1.33 1.00 0.13 0.18 0."0 7.00 4."0 3."0

1.06 0.$0 0.10 0.14 0.40 ".60 3.60 !.80

0.40 !.00

0.3! 1.60

4.63 3.1! 4.63 3.1! 3.38 10.00 1!.00 10.00 !".00 0.31 1.60 0.!! 0.33 3.1!

3.70 !."0 3.70 !."0 !.70 8.00 $.60 8.00 !0.00 0.!" 1.!8 0.18 0.!6 !."0

1.67 1.43 !.00 ".00 10."3 4.3" 3.00 4."0 4.00 0."0 3.00 !.00 1.!0 1.80 $."0 1.14 0.7!

1.34 1.34 1.60 4.00 8.4! 3.48 !.40 3.60 3.!0 0.40 3.40 1.60 0.$6 1.44 6.80 0.$1 0."7

1.60 1.33 !.00

1.!8 1.06 1.60

".33 ".$7

4.!6 4.78

1.08 3.06 1.00 $.80 0."1 3.47 0.8! 0."3 0.$7 0.16 $.00 0.30 0.13 1.80 1.80 8."0 !.00 1.70 0.60

0.86 !.4" 0.80 0.64 0.40 !.78 0.66 0.4! 1.78 0.13 0.71 0.!4 0.11 1.44 1.44 6.80 1.60 1.36 0.48

".00 !".00 1.00 1.43

4.00 !0.00 0.80 1.14

0.07 0.08 0.10 16.00 1.80

0.06 0.06 0.08 1!.80 1.44

7.00 14.00 !7.00 !.80

".60 11.!0 !1.60 !.!4

!1.00 0."3 0.33

16.80 0.4! 0.!6

0.60

0.48

0.80 1.10 1.!0 1."0

0.64 0.88 0.$6 1.!0

4.00 6."0 10."0 "."0 8.00 1!.00

3.!0 ".!0 8.40 4.40 6.40 $.60

1.30 18.00

1.04 14.40

0.4" 0."" 1.!0

0.36 0.44 0.$6

0.1! 1.80 1.30 1.40 1."0 0.3! 1.!0 0.3! 0.4! 0."! 0.60

0.10 1.44 1.04 1.1! 1.!0 0.!6 0.$6 0.!6 0.34 0.4! 0.48

0.4! 0.!0 0.!0

0.34 0.16 0.16

0.4! 4.!0

0.34 3.36

0.3! 0.4! 0."!

0.!6 0.34 0.4!

0.70 0.!0 !.00

0."6 0.16 1.60

8.00 1.31 1.64 !.63

6.40 1.0" 1.31 !.10

6.67 16.67

".34 13.34

0.8! ".00

0.66 4.00

1.!" 1.67 !." 3.33 0.11 0.!1 0.48 0.06

1 !.34 ! !.66 0.08 0.17 0.38 0.04

0.0" 0.03 1.6$ 1.00 !.07

0.04 0.0! 1.3" 0.8 1.66

1.07

0.86

0.66 0.66 0.74 0.8! 0.$8 1.08 1.1" 1.3!

0."3 0."3 0."$ 0.66 0.70 0.86 0.$! 1.06

!.1$ 3.!$ 4.$! 6."7 $.8" 10.31 1!.0" 13.6$ 1".34 16.43 18.07 !0."4

1.7" !.63 3.$4 ".!6 7.$8 8.!" $.64 10.$" 1!.!7 13.14 14.46 16.43

0.1$

0.1"

0.74 0.8! 0.$8 1.08 1.31 1.64 !.46

0."$ 0.66 0.78 0.86 1.0" 1.31 1.$7

4.00 6.40 10.67 1.33

3.!0 ".1! 8."4 1.06

8.00 1!.00 !4.00 16.00 10.00 36.00 !4.00 14.00 14.00 !6.00 13.00 $.00 !.00 8.00 4.00 6.40 10.66

6.40 $.60 1$.!0 1!.80 8.00 !8.80 1$.!0 11.!0 11.!0 !0.80 10.40 6.40 1.60 6.40 3.!0 ".1! 8."3

!."0 1!.00 ".00 ".00

!.00 $.60 4.00 4.00

17.00 30.00

13.60 !4.00

4.00 0.80 !.70 1."0 8.00 6.00 4.00 3.70

3.!0 0.64 !.16 1.!0 6.40 4.80 3.!0 !.$6

1."0

1.!0

0."0 1.!0

0.40 0.$6

14.00 6.00 70.00 0.60 0.70 !.70

11.!0 4.80 "6.00 0.48 0."6 !.16

1.!0 0.80 !."0 3.00

0.$6 0.64 !.00 !.40

".00 1".00 ".00

4.00 1!.00 4.00

10.00 10.00 ".00

8.00 8.00 4.00

1.00 ".00

80.00 4.00

1.!0 3.00 0.30 0.30

0.$6 !.40 0.!4 0.!4

1.00 0."" 0.3!

$.00 44.00 !6.00

8.00 30.00

6.40 0.34 !4.00

3."0 6.00 18.00 !4.00

!.80 4.80 14.40 1$.!0

1!.00 ".00 8.00 7.30 !4.00 8.00 3."0

$.60 4.00 6.40 ".84 1$.!0 6.40 !.80

0.67 0.!0 0.80 1.67 0."" 0."0 0.!7 1.60 0.34 6.00 11.00 4$.00 1.8!

0."4 0.16 0.64 0.84 0.!8 0.!" 0.14 0.80 0.17 0.03 0.06 0.!4 0.$1

A. STRIPPING OF METAL FORMS MANHOURS PER SQ. METER OF CONTACT AREA WOOD SHORES "1# TO $1% FLOORS FORM HEIGHT

LOW

AVERAGE

HIGH

(METER)

3 TO 4 4 TO " " TO 6 6 TO 7 7 TO 8

0."8 0."$ 0.60 0.61 0.64

0.!! 0.!3 0.!3 0.!4 0.!"

0.16 0.16 0.17 0.17 0.18

0.60 0.61 0.64 0.66 0.68

0.!3 0.!4 0.!" 0.!" 0.!6

0.17 0.17 0.18 0.18 0.1$

WOOD SHORES $%8 TO &1' FLOORS

3 TO 4 4 TO " " TO 6 6 TO 7 7 TO 8 CREW, 1 3 6 10

CARPENTER LEAD MAN CARPENTERS HELPERS MANDAS

TOOLS, ONE LOT CARPENT 8 TOOLS H

8 !4 48 80 MANHOURS

B. STEEL ERECTION FOR MULTI STOREY BUILDING FRAME PREFAB SECTIONS HIGHLY MECHANIED OPERATION MANHOURS * EQUIPMENTHOUR PER TON ERECTED:

MEDIUM FRAME HEAV FRAME STEEL OIST

MAN-HOURS LOW AVERAGE 36.00 13.8" 3!.73 1!.63 40.00 1".37

CREW:

1 LEAD MAN 4 RIGGERS 4 ! 1 6 18

FITTERS WELDERS CRANE OPERATOR HELPERS MANDAS

MATERIALS : A$% WELDED CONNECTION

8 3! 3! 16 8 48 144 MANHOURS

HIGH 10.00 $.11 11.08

EQUI LOW 7.00 6.36 7.78 TOOLS, 0."0 TOWER C !.00 WELDING 1.00 LOT TOOL 3."0

C. STEEL ERECTION FOR COMMERCIAL AND MILL BUILDING FRAME PREFAB SECTIONS HIGHLY MECHANIED OPERATION MANHOURS * EQUIPMENTHOUR PER TON ERECTED:

MAN-HOURS AVERAGE

LOW

HIGH

EQUI LOW

COMMERCIAL TYPE BUILDING: LIGHT FRAME MEDIUM FRAME HEAV FRAME STEEL OIST

46.67 40.00 3".00 43.08

18.06 1"."6 13.33 16.47

13.0! 11.!0 $.66 11.$1

18.33 1".71 13.7" 16.$!

3".00 31.11 3".00 3!.$4

13.33 11.$1 10.77 1!.!7

$.66 8.6! 7.78 $.18

13.7" 1!.!! 13.7" 1!.$4

MILL TYPE BUILDING: LIGHT FRAME MEDIUM FRAME HEAV FRAME STEEL OIST CREW:

1 LEAD MAN ! RIGGERS 4 FITTERS ! 1 4 14

WELDERS CRANE OPERATOR HELPERS MANDAS

MATERIALS : A$% WELDED CONNECTION

8 16 3! 16 8 3! 11! MANHOURS

TOOLS, 0."0 !0 TON T !.00 WELDING !.00 CUTTING 1.00 LOT TOOL "."0 EQPT. DA

 TOOLS UR

PMENT-HOURS  AVERAGE HIGH !.6$ 1.$4 !.46 1.77 !.$8 !.1"

RANE TRANSFORMER

4.00 16.00

S

8.00 !8.00 TOOL HOURS

PMENT-HOURS  AVERAGE HIGH

7.10 6.11 ".!4 6.47

".1! 4.40 3.7$ 4.68

".!4 4.68 4.!3 ".00

3.7$ 3.38 3.06 3.61

WER CRANE TRANSFORMER OUTFIT

4.00 16.00 16.00

S S

8.00 44.00 EQPT. HOURS

UNIT COST DERIVATION FORM

PRO!ECT 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. (-  D) CONTRACTIRS PROFIT (- OF D) AT (10- O B,C) TOTAL COST (D,E,F,G) UNIT COST ( DIRECT)

AMOUNT

AMOUNT

AMOUNT

PROBABLE OUTPUT OF HEAY EQUIPMENT EQUIPMENT

PROBABLE OUTPUT

A.1 DOER 1%# HP C:));2< # S)=+>;?;2< C?(;2< # G(:;2< A." DOER D%#P+ S)(;>>;2< E=);2 Q:((;2< P:*;2< B.1 LOADER +1.'1 CU.M. L;2< B." LOADER '#0 C.

D.

30.00 =:.@.%*(. 300.00 .@.%*(

0.033 *(%@ 0.003 *(%@

!00.00 !".00 "0.00 3.00

0.00" 0.040 0.0!0 0.333

.@.%*( =:.@.%*(. =:.@.%*(. .@.%*(

*(%@ *(%@ *(%@ *(%@

70.00 =:.@.%*(.

0.014 *(%@

$0.00 =:.@.%*(.

0.011 *(%@

700.00 .@.%*( 300.00 .@.%*( 40.00 =:.@.%*(.

0.001 *(%@ 0.003 *(%@ 0.0!" *(%@

600.00 .@.%*(

0.00! *(%@

13".00 =:.@.%*(.

0.007 *(%@

!4.00 =:.@.%*(.

0.04! *(%@

!40.00 =:.@.%*(.

0.004 *(%@

!4.00 =:.@.%*(.

0.04! *(%@

1600.00 .@.%*(

0.001 *(%@

DUMP TRUCK + 10 CU.M. H:?;2< ;).  600M9 GRADER+ 1$0G 10 P S:<(;2< S>(;2<

E.1 ROLLER IBRATORY 10 P SHEETS FOOT ROLLER S));= R??;2< 1! >-1"@3 ?;J) V;()( R??;2<-4 >-1"@3 ?;J) N.3W R R??(-));= (??;2< 4 >-1" @3 ?;J) T(=)( D(K2 R??( 1-9 S));= R??;2< 6 >-!0@3 ?;J) T2@ R??(-));= (??;2< 6 >-!0 @3 ?;J) E." IBRATORY COMPACTOR CA"#D G.

WATER TRUCK + 10 CU.M. W)(;2< ASPHALT PAER ASPHALT DISTRIBUTOR PLATE COMPACTOR G( B;2< C23454 67353: V;();2< C2=()

SPRAYING PHALT

8.00 =:.@.%*(.

0.1!" *(%@

40.00 =:.@.%*(.

0.0!" *(%@

MANPOWER:

MATERIALS:

C9436 * G3;776

300

L5 G3<6 (C;5 * F699) =$

30

T342> E?2@56

@3%*(

!3!.""

@3%*(  

!3!.""

@3%*(  

384.6!

@3%*(  

303.03

@3%*(  

76$.!3

@3%*(  

 

69  U;65794 M54369 =$+=

R<  E?2@56 (=$)

!$.41 @3%*( 

1!".00

@3%*( 

1!".00

@3%*( 

E=7=45/I=354< B2699 (=$)

14!.86

1!".00 333.33

S;73<4 P34356 (=")

@3%*(

76$.!3 .@.%*(  

@3%*(

"88.!3 .@.%*(  

@3%*(

1666.67 .@.%*( 

A3454 S;7+74 C;34 (=$)

A3454 B4 C;34 (=$)

76.$!

@3%*(

11".38

@3%*(  

"8.8!

@3%*(

88.!3

@3%*(  

166.67

@3%*(

!"0.00

@3%*(  

B65;=6; A>95 P@4=45 (MT)

6".00

C23454 P@4=45 (=$)

MT%*( 

3!."0 MT%*(  300 SQ.M.