LABOR PRODUCTION TABLE ITEM NO.
A.
WORK DESCRIPTION
MANH MANHO OUR 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 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 .1 6 4. 7 0
SQ.M. SQ.M.
3. 3 4 6.66
SQ.M. SQ.M. SQ.M.
17 . ! 0 !! . 00 1 .0 0
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 ! .0 6 1.70
7 . 00 ". 6 0
PC B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F. B.F.
!. 0 0 0 . !$ 0 .3 0 0."3 1. $ 4 0 .8 " 0 .7 0 1 .6 0 0. 4 3 0. ! 7 0. " 3 0. $ 1
PC S.F. S.F.
!.00 0.83
1. 6 7 !.16
INSTALLION OF OF CA CARPENTRY WO WORKS PLW 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& )*+ PLWOOD PLWOOD CUTTING B MANUAL ASSEMBL ASSEMBL CEILNG,
FRAME INSTALLATION PLW 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 WINDOWS INSTALLATION LOUVER WINDOWS INSTALLATION, FIED ASBESTOS FIED METAL LOUVERS FIED GI SHEETS FIED GLASS FIED W OODEN ALUMINUM FRAME WINDOWS SLIDING GLASS DOOR HOLLOW METAL DOOR ROLLING DOORS FIED W INDOW DOOR LOC/SET DOOR AMB FABRICATION DOOR AMB INSTALLATION CCLONE 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/ ET. WALL BRIC/W OR/ PLASTER WALL AND CEILING HOLLOW TILE WALL ACOUSTICAL TILE WALL VINL FLOOR TILE UNGLA5ED OR MOSAIC FLOOR TILE LAING OF CHB # ADOBE CEMENT FINISH CONC. HOLLOW BLOC/ LAING, 6& CHB 4& CHB 8& CHB VIT. TILES FLOOR
SQ.M. SQ.M. B.F. B.F. SQ.M. SQ.M. SQ.M. SQ.M.
! .6 6 ! . 00 0.!6 0 . 36 1 .0 0 1 4. 0 0 $. 0 0 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 .7 6 !0.00 !4 . 0 0 ! 0 . 00 " 0 .0 0 0 .6 3 3 .! 0 0 .4 4 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 .3 4 !.86 4.00 1 0 .0 0 ! 1 . 06 8 .7 0 6 . 00 $.00 8. 0 0 1. 0 0 6 . 00 4 .0 0 !.40 3. 6 0 1 7 .0 0 ! .! 8 1.43
SQ.M. SQ.M. SQ.M. SQ.M.
3 .! 0 ! .6 6 4 .0 0 1 0. 6 6
FRAME INSTALLATION PLW 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 WINDOWS INSTALLATION LOUVER WINDOWS INSTALLATION, FIED ASBESTOS FIED METAL LOUVERS FIED GI SHEETS FIED GLASS FIED W OODEN ALUMINUM FRAME WINDOWS SLIDING GLASS DOOR HOLLOW METAL DOOR ROLLING DOORS FIED W INDOW DOOR LOC/SET DOOR AMB FABRICATION DOOR AMB INSTALLATION CCLONE 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/ ET. WALL BRIC/W OR/ PLASTER WALL AND CEILING HOLLOW TILE WALL ACOUSTICAL TILE WALL VINL FLOOR TILE UNGLA5ED OR MOSAIC FLOOR TILE LAING OF CHB # ADOBE CEMENT FINISH CONC. HOLLOW BLOC/ LAING, 6& CHB 4& CHB 8& CHB VIT. TILES FLOOR
SQ.M. SQ.M. B.F. B.F. SQ.M. SQ.M. SQ.M. SQ.M.
! .6 6 ! . 00 0.!6 0 . 36 1 .0 0 1 4. 0 0 $. 0 0 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 .7 6 !0.00 !4 . 0 0 ! 0 . 00 " 0 .0 0 0 .6 3 3 .! 0 0 .4 4 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 .3 4 !.86 4.00 1 0 .0 0 ! 1 . 06 8 .7 0 6 . 00 $.00 8. 0 0 1. 0 0 6 . 00 4 .0 0 !.40 3. 6 0 1 7 .0 0 ! .! 8 1.43
SQ.M. SQ.M. SQ.M. SQ.M.
3 .! 0 ! .6 6 4 .0 0 1 0. 6 6
G.
H
I.
VIT. TILES WALL
SQ.M.
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.
! .1 6 6.1! ! . 00 1. 6 0 1 .0 1 6 . $4 1. 6 4 1.0" 1 . $4 0 . 3! 1 . 78 0."$ 0 . !7 3.60 3.60 1 7. 00 4.00 3.40 1. ! 0
CU.M. CU.M. SQ.M. SQ.M.
1 0 . 00 " 0 . 00 !.00 !.86
/GS /GS /GS CU.M. CU.M.
0 .1 4 0 . 16 0.!0 3 ! .0 0 3 .6 0
CU.M. CU.M. CU.M. SQ.M.
1 4. 0 0 ! 8. 0 0 "4 . 0 0 " .6 0 ".
CU.M. /GS /GS
4! . 00 1. 0 6 0. 6 6
CU.M. CU.M. CU.M.
1.!0 1 . 60 ! .! 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 MIING MANUAL MIING MACHINE MORE THAN 1.80 CU.M. POUR: CHUTE FROM TRUC/ CRANE AND BUC/ET W HEELING FINISHING CONCRETE POUR ON ELEATED ELEATED 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.
!.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
CU.M. CU.M.
13.34 33.34
MANUAL FOUNDATION EXCAVATION & BACKFILL:
!
SAND ECAVATION OF SAND #MARL ECAVATION OF MARL BAC/FILL OF SAND BAC/FILL OF SAND #MARL BAC/FILL OF MARL FLOOR SLAB # GRADE, GRADING MANUAL ECAVATION 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 ECAVATION MANUAL, COMMON EARTH LOAN OF SAND CLA OR HEAV SOIL ROC/ ROC/ MECHANICAL ECAVATION COMMON EARTH ROC/ W% AC/HAMMER
.
BAC/FILLING COMMON MANUAL GRAVEL FILL MANUAL TRENCHING AND BAC/FILLING OF UNDERGROUND PIPING USING ECAVATION 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 ECAVATION CRANE AND CLAMPSHELL WITH 8-MEN AND ! CARPENTERS
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 LAING 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 LAING PVC PIPE 1%! TO 3%4& L.M. 1 TO 1 1%4& L.M. 1 1%! TO !& L.M. ! 1%!& L.M. 3& 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 1.48 1.64 1.$6 !.16
4& "& 6& 4.00 LAING RCP 8 MEN 1 TEAM9 !4& 36& 48& 6-18& LAVATOR WATER CLOSET URINAL UTILIT STALL URINAL PEDESTRAL TPE SHOWER AND INSTALL " MAN GROUP SHOWER BAH TUBS SLOPE SIN/ HOT WATER HEATER 16 PERSON WASH SIN/ DRIN/ING FOUNTAIN EE WASH MISC. FITURES PARTITIONS LAING OF !4& RCP LAING OF 36& RCP LAING OF 48& RCP L.
L.M. L.M. L.M.
!.6! 3.!8 4.$!
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
TRADE INSULATION EQUIPMENT INSTALLATION VESSEL ECHANGE # TAN/S
M.
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 EISTING INSTALLATION
S.M. S.M.
34.00 60.00
FLG. S.M. L.M. EACH EACH EACH EACH L.M. L.M.
8.00 1.60 ".40 3.00 16.00 1!.00 8.00 7.40 3.00
TRADE:FIRE PROOFING INSTALL STUDS INSTALL MESH
EACH S.M.
1.00 !.40
POURED FORMING STRIP FORMS POUR CONCRETE CURING%PATCHING FINISHING TROWEL PLASTERED PNEUMATIC APPLICATION GUNITE APPL FINEBRIC/ OR BLOC/ REMOVAL OF EISTING OR OLD FIREPROOFING APPL FIREPROOFING PAINT FIRE PROTERCTION, FIRE PROTECTION EQUIPMENT INSTALLATION, MONITOR HOSE REELS AND CARTS FIRE ETINGUISHERS PERSONAL EQUIPMENT, EE WASH SAFET SHOWERS BREATHING APPARATUS SPRIN/LER SSTEM SPRA NO55LES 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 ENTILATING AND CONDITIONING HEAV PIPING DUCT WOR/ INSTALL DUCT WOR/ FAB. PAC/AGE UNIT AIR CONDITIONER UNIT HEATER FINNED CONVERTER EHAUST FAN PROPELLER GRAVIT ROOF PAINT POWER ROOF VENT ROUND ROOF VENT
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 EACH EACH EACH L.M. EACH EACH
7.00 1!.00 36.00 48.00 !4.00 10.00 16.00 14.00 48.00 16.00
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 BOES
L.M.
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) AERAGE
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 ".33
1.!8 1.06 1.60 4.!6
".$7
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 0.80 1.10
0.48 0.64 0.88
1.!0 1."0
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$ 0.74 0.8! 0.$8 1.08
0.1" 0."$ 0.66 0.78 0.86
1.31 1.64 !.46
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 1."0
3.!0 0.64 !.16 1.!0 6.40 4.80 3.!0 !.$6 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!
$.00 44.00 !6.00
8.00 30.00
6.40 0.34 !4.00
3."0 6.00 18.00 !4.00 1!.00 ".00 8.00 7.30 !4.00 8.00
!.80 4.80 14.40 1$.!0 $.60 4.00 6.40 ".84 1$.!0 6.40
3."0
!.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 $%8 TO &1' FLOORS
3 TO 4 4 TO " " TO 6 6 TO 7 7 TO 8 CREW, 1 3 6 10
CARPENTER LEAD MAN CARPENTERS HELPERS MANDAS
TOOLS, ONE LOT CARPENT 8 TOOLS H
8 !4 48 80 MANHOURS
B. STEEL ERECTION FOR MULTI STOREY BUILDING FRAME PREFAB SECTIONS HIGHLY MECHANIED OPERATION MANHOURS * EQUIPMENTHOUR PER TON ERECTED:
MEDIUM FRAME HEAV FRAME STEEL OIST
MAN-HOURS LOW AVERAGE 36.00 13.8" 3!.73 1!.63 40.00 1".37
CREW:
1 LEAD MAN 4 RIGGERS 4 ! 1 6 18
FITTERS WELDERS CRANE OPERATOR HELPERS MANDAS
MATERIALS : A$% 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 TOO 3."0
C. STEEL ERECTION FOR COMMERCIAL AND MILL BUILDING FRAME PREFAB SECTIONS HIGHLY MECHANIED 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!.$4
MILL TYPE BUILDING: LIGHT FRAME MEDIUM FRAME HEAV FRAME STEEL OIST CREW:
1 LEAD MAN ! RIGGERS 4 FITTERS ! 1 4 14
WELDERS CRANE OPERATOR HELPERS MANDAS
MATERIALS : A$% WELDED CONNECTION
8 16 3! 16 8 3! 11! MANHOURS
TOOLS, 0."0 !0 TON T !.00 WELDING !.00 CUTTING 1.00 LOT TOO "."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 UTFIT
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.
ITEM OF WORK: UNIT:
MATERIALS: 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 HEAY EQUIPMENT EQUIPMENT
PROBABLE OUTPUT
A.1 DOER 1%# HP C:));2< # S)=+>;?;2< C?(;2< # G(:;2< A." DOER 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! *(%@
1600.00 .@.%*(
0.001 *(%@
DUMP TRUCK + 10 CU.M. H:?;2< ;). 600M9 GRADER+ 1$0G 10 P S:<(;2< S>(;2<
E.1 ROLLER IBRATORY 10 P SHEETS FOOT ROLLER S));= R??;2< 1! >-1"@3 ?;J) V;()( R??;2<-4 >-1"@3 ?;J) N.3W R R??(-));= (??;2< 4 >-1" @3 ?;J) T(=)( D(K2 R??( 1-9 S));= R??;2< 6 >-!0@3 ?;J) T2@ R??(-));= (??;2< 6 >-!0 @3 ?;J) E." IBRATORY COMPACTOR CA"#D G.
WATER TRUCK + 10 CU.M. W)(;2< ASPHALT PAER ASPHALT DISTRIBUTOR PLATE COMPACTOR G( B;2< C23454 67353: V;();2< C2=()
SPRAYING PHALT
8.00 =:.@.%*(.
0.1!" *(%@
40.00 =:.@.%*(.
0.0!" *(%@
MANPOWER:
MATERIALS:
C9436 * G3;776
300
L5 G3<6 (C;5 * F699) =$
30
T342> E?2@56
@3%*(
!3!.""
@3%*(
!3!.""
@3%*(
384.6!
@3%*(
303.03
@3%*(
76$.!3
@3%*(
D69 U;65794 M54369 =$+=
R< E?2@56 (=$)
!$.41 @3%*(
1!".00
@3%*(
1!".00
@3%*(
E=7=45/I=354< B2699 (=$)
14!.86
1!".00 333.33
S;73<4 P34356 (=")
@3%*(
76$.!3 .@.%*(
@3%*(
"88.!3 .@.%*(
@3%*(
1666.67 .@.%*(
A3454 S;7+74 C;34 (=$)
A3454 B4 C;34 (=$)
76.$!
@3%*(
11".38
@3%*(
"8.8!
@3%*(
88.!3
@3%*(
166.67
@3%*(
!"0.00
@3%*(
B65;=6; A>95 P@4=45 (MT)
6".00
C23454 P@4=45 (=$)
MT%*(
3!."0 MT%*( 300 SQ.M.
