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LABOR PRODUCTION TABLE MANHOURS PER QUANTITY WORK DESCRIPTION
I.
ww
AVERAGE
HIGH
TRADE: CARPENTRY WORKS
A. FORM WORKS INSTALLATION 1.0 WAI,L ON GROUND 2.0 WALL ABOVEGROUND 3.0 BEAMS 4.0 COLUMNS 5.0 SUSPENDED SLAB
0 TO tal 18 TO 361 UP 8,0 ELEVATED AND SHORED SLAB FORMING 6,01 FORMING ONLY 6.02 FORMING and SHORING 7.0 WOOD WALL and PARTITIONS
B. FORM WORKS FABRICATION
c. .
.
STRIPPING OF FORM WORKS 1.0 WALL ON GROUND 2.0 WALL ABOVE JOl 3.0 BEAMS 4.0 COLUMNS 6.0 SUSPENDED SLAB OTO J8l IBT0361 UP 6.0 ELEVATED and SHORED SLAB FORMING-STRIP OF FORMS 7.0 FLOOR SLAB AT GRADESTRIP OF FORMS
D. INSTALLATION OF CARPENTRY WORKS 1.0 PLYWOOD PARTITION 2.0 T and G FLOORING and SIDING 3,0 CEILING FRAME WORK 4.0 SIDING FRAME WORK 6.0 FLOORING FRAMING 6.0 WOODEN POST ERECTION 7.0 TRUSS FABRICATION 8.0 TRUSS INSTALLATION 9.0 SIRT INSTALLATION 10.0 PLATES INSTALLATION 11.0 PURLING INSTALLATION 12.0 FACIA BOARD INSTALLATION 13.0 lf.4" or 3W thk. PLYWOOD - CUTTING BY MANUAL -ASSEMBLY
MII/S.M. MUIS.M. MII/S.M. MHIS.M.
2.00 MH/S.M, 2.35 MHIS.M.
1.60 MH!S.M. 1.88 MHIS.M.
3.08 MH/S.M. 2.35 MH/S.M.
2.46 MII/S.M. 1.88 MII/S.M.
3.34 MHIS.M. 6.66 MII/S.M.
1.67 MHIS.M.
3.33 MJIIS.M.
1.34 MHJS.M. 2.66 MHIS.M.
17.20 MH/S.M. 22.00 MII/S.M. 1.00 MH/S.M.
8.60 MHIS.M. 11.00 MHJS.M. 0.60 MII/S.M.
8.80 MH/S.M. 0.40 MH/S.M.
2.15 MIIIS.M.
1.08 MHIS.M.
0,86 MH/S.M.
0.60 2.58 2.06 1.70
0.20 1.29 1.03 0.85
0.20 1.03 0.82 0.68
4.00 4. 70 6.16 4.70
MHIS.M. MHIS.M. MHIS.M. MIIIS.M.
MHIS.M. MHIS.M. MII/S.M. MII/S.M.
6.88 MHIS.M.
MHIS.M. MHIS.M. "MH/S.M. MHIS.M.
1.67 MHIS.M. 2.16 MHIS.M.
0.83 MHIS.M. 1.08 MHIS.M.
0.67 MHIS.M. 0.86 MHIS.M.
7,00 MHIS.M.
3.50 MII/S.M.
2.80 MHIS.M.
6.60 KMWS.M.
2.80 MHIS.M.
2.24 MHIS.M.
2.00 0.29 0. 73 0.63 1.94 0.86 0. 70 1.60 0.43 0.27 0.53 0.91
1.00 0.14 0.36 0.27 0.97 0.'13 0.36 0.80 0.21 0.13 0.27 O..t6
0.80 0.11 0.29 0.21 0. 77 0.34 0.28 0.64 0.17 0.11 0.21 0.36
MH/PC MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F.
2:00 MHIPC 0.83 MHIS.M.
MHIPC MHJB.F. MH/B.F. MHIB.F. MH/B.F. MH/B.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F.' MHIB.F. MIIIB.F.
1.00 MHIPC 0.42 MH/S.M.
MHIPC MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHJiJ.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F.
0.80M MHIPC 0.33 MHIS.M.
LABOR PRODUCTION TABLE MANHOURS PER QUANTITY
WORK DESCRIPTION
LOW 14.0 CEILING • FRAME INSTALLATION
-PLYWOOD INSTALLATION 16.0 CABINET BOARDING 16.0 CABINET FRAMING 17.0 WOOD WALL PARTITIONS
18.0 PANEL WALL 19.0 FORMING WEIGHT ANCHOR BOLTS 20.0 NET FORMING E. OOORS and WINDOWS 1.0 W-PANEL INSTALLATION 2.0 STEEL WINDOWS INSTALLATION 3,0 LOUVER WINDOWS INSTALLATION 3.01 FIXED ASBESTOS 3.02 FIXED METAL LOUVERS 3.03 FIXED G.l. SHEET 3,04 FIXED GLASS 8.05 FIXED WOODEN 4.0 ALUMINUM FRAMED WINDOWS 5.0 SLIDING GLASS DOOR 6.0 HOLLOW METAL OOOR 7.0 ROLLING DOORS 8.0 FIXED WINDOW 9.0 DOOR LOCKSET 10.0 DOORJAMB: FABRICATION INSTALLATION 11.0 CYCLONE WIRE INSTALLATION
2.66 2.00 0.26 0.36 1.00 14.00
AVERAGE
HIGH
MHIS.M. MHIS.M. MH!B.F. MHIB.F. MII/S.M. MHIS.M.
0.18 MHIB.F. 0.50 MHIS.M, 7.00 MHIS.M.
1.06 0.80 0.10 0.14 0.40 6.60
9.00 MJIIS.M. 7.00 MHIS.M.
4.60 MH/S.M. 3.60 MHIS,M.
3.60 MHIS.M. 2.80 MHJS.M.
0.80 MHIPC
0.40 MHIPC
0.32 MHIPC
4.00 MHIPC
2.00 MHIPC
1.60 MHIPC
9.26 6.24 9.26 6.24 6.76
•US MH/S.M,
3.70 2.50 8.70 2.60 2. 70
MHIS.M. MHIS.M. MHIS.M. MHIS.M. MHIS.M.
1.33 MHIS.M. 1.00 MH/S.M. 0.13 MH/B.F.
3.12 4.68 3.12 3.38
MHIS.M. MHIS.M. MHIS.M: MHIS.M.
MHIS.M. · MHIS.M. MH/B.F. MHIB.F. MHIS.M. MHIS.M.
MHIS.M. MHIS.M. MHIS.M. MH/S.M. MHIS.M.
20.00 24.00 20.00 50.00 0,68 8,20 0,44 0,66 6.24
MHIEACH MHIEACH MIIIEACH MHIEACH MHIS.F. MH/SET MIIIB.F. MHIB.F. MHIS.M.
10.00 12.00 10.00 26.00 0.31 1.60 0.22 0.33 3.12
MHIEACH 8.00 MHI&ACH MHIEACH 9.60 MHI&ACII MHI&ACH 8,00 M~I&ACH MIIIEACH 20.00 MHIEACH MHIS.F. 0.25 MHIS.F. Mil/SET 1.28 MHISET MHIB.F. 0.18 MHJB.F. MHIB.F. 0.26 MHIB.F. MHIS.M. 2.50 MHIS.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
MII/S.M. MHIS.M. MII/S.M. MHIS.M. MII/S.M. MIIJS.M. MHIS.M. MHIB.M. MHIS.M, MHIS.M. MHIS.M. MHIS.M. MHIS.M. MH!S.M.
1.61 1.43 2.00 5.00 10.53 4.35 3.00 4.60 4.00 0.60 8.00 2.00 1.20 1.80
MII/S.M. MHIS.M .. MHIS.M. MHIS.M, MH'IS.M. MII/S.M. MHIS.M. MH/S.M, MHIS.M, MHIS.M. MHIS.M. MHIS.M. MHIS.M. MH/S.M.
II. TRADE: MASCARI WORKS 1.0 OROliT'ING and TOL PLASTERING 2.0 PEBBLE FINISHED 3.0 MARBLE INSTALLATION 4.0 114" x 2 x 8 RED BRICKS 5.0 GLAZED TIL&S 6.0 UNGLAZED TILES 7.0 GLAZED TILE WALL 8.0 CONC. BLOCK EXT. WALL 9.0 CONC. BLOCK INT. WALL 10.0 BRICKWORK 11.0 PLASTER WALL end CEILING 12.0 HOLLOW TILE WALL 13.0 ACOUSTICAL CEILING 14.0 V1NYL FLOOR TILE 15.0 UNGLAZED OR MOSAIC FLOOR TILE 16.0 LAYING OF CHB and ADOBE
17.00 MHIS.M. 2.28 MHIS.M.
8.60 MHts.M. 1.14 MH/S.M.
1.34 1.14 1.60 4.00 8.42 3.48 2.40 3.60 3.20 0.40 2.40 1.60 0.96 1.44
MII/S.M. MH/S.M. MHIS.M. MHts.M, Mllts.M. MII/S.M. MII/S.M. MH/S.M. MH/S.M. MHIS.M. MII/S.M. MII/S.M. MH/S.M. MHIS.M.
6.80 MII/S.M. 0.91- MHIS.M.
LABOR PRODUCTION TABLE MANHOUR8 PER QUANTITY
WORK DE 8 CRIP TION
LOW 17.0 CEMENT FINISH 18.0 CONC. HOLLOW BLOCKS
1.43 MHIB.M.
HIGH
AVERAGE
0. 72 MHIS.M.
0.67 MHIS.M.
1.60 1.33 2.00 5.33 6.97
1.28 1.06 1.60 4.26 4.78
LAYING 18.016" CHB 18.02 4" CHB 18.03 8" CHB
19.0 VIT. TILES . FLOOR 20.0 VIT. TILES· WALL III. TRADE: TINSMITHING WORK 1.0 CORR. 0.1. SHEET 1.01 LIFTING
1.02 INSTALLATION 2.0 INSTALLATION OF ASBESTOS ROOFING 3.0 INSTALLATION OF ALUMINUM
ORO.I.SHEET
3.20 2.66 4.00 10.66 11.94
MHIS.M. MH/S.M. MH/S,M, MHIS.M. MH/S.M.
MHIS.M. MHIS.M. MH/S.M. MHIS.M. MH/8.M.
MHIB.M. MHIS.M. MHIS.M. MHIB.M. MHIS.M.
2.16 MHIS.M. 6.12 MHf.i.M.
1.08 MHJS.M. 3.06 MH/S.M.
0.86 MHJS.M. 2.46 MHJS.M.
2.00 MHJSHT
1.00 MH/SHT
0.80 MH/SHT
1.60 MII/SHT
0.80 MH/SHT
0.64 MHISHT
MHIL.M. MHISHT. MHIS.M. MHIL.M. MHIL.M. MHIL.M. MH/L.M. MHIL.M. MHIL.M. MH/S.M. MHIS.M. MH/S.M. MHIS.M.
0.61 MHIL.M. 8.47 MHISHT. 0,82 MHIS.M. 0.53 MHIL.M. 0.97 MHIL.M. 0.16 MHIL.M. 0.89 MHIL.M. 0,30 MHIL.M. 0.13 MHIL.M. 1.80 MHIS.M. 1.80 MHIS.M. 8.60 MH/S.M. 2,00·MHJS.M.
0.40 2. 78 0.66 0.42 0.78 0.13 0.71 0.24 0.11 1.44 1.44 6.80 1,60
3.40 MHIS.M. 1.20 MHIS.M.
1.70 MHIS.M. 0.60 MHIS.M.
1.36 MHIS.M. 0.48 MHIS.M.
10.00 MH/C.M. liO.OO MHIC.M.
5.00 MHIC.M. 26.00 MH/C.M.
4.00 MHIC.M. 20.00 MHIC.M.
2.00 MHIS.M. 2.86 MHJS.M.
1.00 MHIS.M. 1.43 MHIS.M.
0.80 MHIS.M. 1.14 MHIS.M.
0.14 MH/Kg,
0.07 MHIKg.
0.06 MHIKg.
4.0 COPPER CLADDING
ROOF DECK 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 lli.O 16.0 17.0
FAD. OF 0.1. GUTTER 0.1. SHEET ROOFING FAD. OF 0,1. OU'ITER FAD. OF DOWNSPOtrr GUTTER CUT and SHAPE 1NST. OF GUTTER OOWNSPOUT CUT and SHAPE OOWNSPOUT INSTALLATION CORR. G.I. ROOFING CORR. ALUMINUM ROOFING BUILT-UP ROOFING 4-PLY PROTECTED METAL CORR. ASBESTOS INST., LIFTING, HAULING 18.0 LEADERS and GUTTERS
IV. TRADE: CONCRETE WORKS 1.0 PLACING CONC. 1.01 SLAB ON FILL 1.02 SLIP FORM 1.03 FLR. FINISH UNHARDENED 1.04 CONC, FINISH HARDENED 2.0 REBAR WORKS 2.01 GROUND FLR. INSTALLATION 2.02 UPPER FLR. INSTALLATION 2.03 FABRICATION 3.0 MIXING MANUAL 4.0 MIXING MACHINE
1.01 6.94 1.64 t.Oli 1.94 0.32 1.78 O.li9 0.27 3.60 3.60 17.00 4.00
0.16 0.20 32.00 3.60
MHIKg. MHIKg. MH!CM. MHICM.
0.08 0.-10 16.00 1.80
MHIKg. MH/Kg. MWCM MHICM.
0,06 0.08 12.80 1.44
MHIL.M. MHISHT. MHIS.M. MHIL.M. MHIL.M. MHIL.M. MHIL.M. MHIL,M. MHIL.M. MHIS.M. MHIS.M. MHIS.M. MHIS.M.
MHIKg. MH/Kg. MHICM. MHICM.
LABOR PRODUCTION TABLE MANllOURS PER QUANTITY
WORK DESCRIPTION I.OW 6,0 MORE THAN 1.80 em. POUR 5.01 CHtrrE FROM TRUCK 6.02 CRANE and BUCKET 5.03 WHEELING 5.04 FINISHING 6.0 CONCRETE POUR ON ELEVATED and SHORED SLAB FORMING, CHUTE and BUCKET 7.0 PLACEMENT OF REBARS ON FOOTING 8.0 FIELD FABRICATION OF REBAR.~
v.
TRADE: EARTHWORKS: 1.0 MACHINE EXCAVATION l.OlSAND 1.02 SAND and MARL 1.03 MARL 2.0 GRANULAR BACFILL 3.0 GRANULAR SOIL BACKFILL 4.0 MANUAL FOUNDATION EXCAVATION and BACKFILL 4.01 SAND 4.02 EXCAVATION OF SAND and MARL 4.03 EXCAVATION OF MARL 4.04 BACKFILL OF SAND 4.05 BACKFILL SAND and MARL 4.06 BACKFILL MARL 5.0 l"LOOR SLAB and MANUAL l'i.Ol GRADING, MANUAL 5.02 EXCAVATION and BACKFILl, 6.0 FINE GRADING and FINISHING 6.01 GRADING 6.02 FINISIIING SOIL SURFACE 6.03 DIKES 6.04 ROAD WORKS • BASE COURSE • CURBES and GUTTERS • 4" thk. ROAD • 6" thk. ROAD • 8' thk. ROAD • TROWEL FINISH • SPECIAL TOPPING • 4" STONE OR SHELL ROAD • 6" STONE OR SHELL ROAD • 8" sTONE OR SHELL ROAD • ACID PROOFING 7.0 ASPHALT PAVING 7.01 FINE GRADING 7.02 PLACE BASE COURSE 7.03 ASPHALT
HIGH
AVEHAGE
5.60 MH!CM.
14.00 MHICM. 28,00 MHICM. 64,00 MH/C~f. 5.60 MH..S.M.
7.00 14.00 27.00 2.80
MII/CM. MHICM. MH/CM. MHr'S.M.
11.20 MH/C~f. 21.60 MH/CM.
42.00 MH/CM.
21.00 MH/CM.
16.80 MHICM.
1.00 MH!Kg.
0.53 MHIKg.
0.42 MH/Kg.
0.66 MHIKg.
0.33 MHIKg.
0.26 MH/Kg.
0.60 0.80 1.10 1.20 UiO
0.48 0,64 0.88 0.96 1.20
2.24 MHIS.M.
I
1.20 1.60 2.20 2.40 a:oo
MH/CM. MH/CM. MH/CM. MHICM. MHICM.
MH/CM, MH/CM. MHICM. MHICM. MH/CM.
MH/CM. MflfCM. MH/CM. .MH/CM, MH!CM.
8.00 MH/C.M,
4.00 MHICM.
3.20 MHICM.
13.00 MHICM. 21.00 MH/CM, 11.00 MH/CM.
6.50 MH/CM. 10.50 MHICM. 5.50 .MH/CM.
5.20 MHICM. 8.40 MH/CM. 4.40 MlUCM,
16.00 MH/CM. 24.00 MH/Ct.-1.
8.00 MH/CM. 12.00 MH/CM.
6.40 MH/CM. 9.60 MH/CM.
2.60 MHIS.M.
1.30 MH/S.M.
1.04 MH/S.M.
36.00 MH/CM.
18.00 MHICM.
14.40 MH/CM.
0.90 MillS .M. 1.10 MHIS.M. 2.40 MH/CM.
0,45 bUIIS.M. 0.55 MHIS.M. 1.20 MH/CM.
0.36 MH/S.M, 0.44 .MHIS.M. 0.96 MH/CM.
0,24 3.60 2.60 2.80 3,00 0.64 2.40
0.12 1.80 1.30 1.40 1.50 0.32 1.20
0.10 1.44 1.04 1.12 1.20 0.26 0.96
MH/S.M. MH!CM. MHIS.M. MH/S.M, MH/S.M. MHIS.M. MHIS.M.
MHIS.M. MHICM. MH/S,M, MH/S.M. MHIS.M. MH/S.M. MHIS.M.
MHIS.M. MR/CM. MIIJS.M. MH/S.M. MHIS.M. MHIS.M. MHIS.M.
0.64 MH/S.M,
0.32 MH/S.M.
0.26 MHIS.M.
0.84 MH/S.M,
0.42 MHIS.M.
0,34 Mfl!S.M.
1.04 MJIIS.M. 1.20 MHJCM.
0.52 MH/S.M, 0.60 MH/CM.
0.42 MH/S.M. 0.48 MHICM.
0,84 MH/S.M. 0,40 MHIS.M. OAO MHIS.M.
0.42 MHIS.M. 0.20 MHIS.M. 0.20 MH/S.M.
0.34 MH!S.M. 0.16 MHIS.M. 0.16 MH!S.M.
.
.
LABOR PRODUCTION TABLE MANUOUUS PElt QUANTITY WORK DESCRIPTION
AVEH.AGE
LOW
8.0 ACID BLOCK OR PAVING BLOCK 8.01 FINE GRADING 8.021NSTALL BRICK 9.0 CRUSHSTONEORSiiELL SURFACING 9,01 FINE GRADING 9.02 PLACE, SPREAD and COMPACT STONE TO 4" thk. 9.03 OVER 8" thk. 10.0 TANK CUSHIONS 10.01 SAND CUSHIONS 10.02ASPHALT RETAINER RING U.O NON-GRANULAR BACKFILL 12.0 EXCAVATION· MANUAL 12.01 COMMON EARTH 12.02 LOAN OF SAND 12.03 CLAY OR HEAVY SOIL 12.04 ROCK 13.0 MECHANICAL EXCAVATION 13,01 COMMON EARTH 13.02 ROCK W/ JACKHAMMER 14.0 BACKFILLING 14.01 COMMON MANUAL 14.02 GRAVEL FILL MANUAL 16.0 TRENCHING and BACKFILLING OF UNDERGROUND PIPING USING EXCAVATION MATERIAl8 MANUAL FROM 0 TO 2 MTS. DEPTH 2 TO 3 MTS. DEPTH 3 TO 4 MTS. DEPTH 4 TO 6 MTS. DEPTH 16.0 PLACING BINDER-GRAVEL 1'1.0 ESCOMBRO BACKFILLING 18.0 SPREADING, TAMPING and GRADING 19.0 MECHANICAL COMPACTION, PLATE COMPACTION 20.0 MANUAL CLEARING and GRUBBING CLEARING UNDERGROWTH and TREES. 12" CLEARING UNDERGROWTH end SHRUBS 21.0 DISPOSAL OF SOIL 22.0 HAULING OF SOIL 23.0 GRAVEL FILL 24.0 EXCAVATION. CRANE and CLAMPSHELL WITH 8·MEN and 2 CARPENTERS
VI. TRADE: UNDERGROUND PIPING and PLUMBING WORKS 1.0 LAYING ASBESTOS PIPES U2•dia. 3/4" dia.
HIGH
I 0.84 MH/S.M. 8.40 MHIS.M.
0.42 MHIS.M. 4.20 MHIS.M.
0.34 MHIS.M. 3,36 MJI!S.M.
0.64 MH/S.M.
0.32 MHIS.M.
0.26 MllfS.M.
0.84 MHIS.M. 1.04 MH!S.M.
0.42 MH/S.M. 0.62 MIIIS.M.
0.34 MHIS.M. 0.42 MHIS.M.
1.40 MHICM.
0.70 MH/CM.
0.56 MH/CM.
0.40 MHIS.M. 4.00 MHICM.
0.20 MHIS.M.
0.16 MHIS.M. 1.60 MH/CM.
16.00 2.62 3.28 6.26
MH/CM. MHICM. MHtcM. MII/CM.
2.00 MH/CM. MHICM. MHICM. MHICM. MIIICM.
6.40 MHICM.
13.34 MH/CM, 33.34 MH!CM.
G.6'fMHICM. 16.67 MH/CM.
6.34 MHICM. 13.34 MHICM.
1.64 MHICM. 10.00 MHICM.
0.82 MHfCM. 6.00 MHICM.
0.66 MHICM. 4.00 MHICM.
8.00 1.31 l.G4 2.63
1.05 MHICM. 1.31 MHtcM •. 2.10 .MJI/CM.
I I
2.50 3.34 6.00 6.66 0.21 0.42
MHIL.M. MHf.... M. MH!L.M. MHIL.M. MUICM. MHICM.
0.96 MHIS.M.
1.26 1.67 2.60 3.33 0.11 0.21
MHIL.M. MIIIL.M. MHIL.M. MHJL.M. MH/CM, Mli!CM.
1.00 1.34 2.00 2.66 0.08 0.17
MHIL.M. MUJL.M. MHIJ,.M. MHIL.M. MH/CM. MH/CM.
0.48 MHrS.M.
0,38 MHIS.M.
0.11 MHICM.
0.06 MHICM.
0.04 MH/CM.
0.10 MHIS.M.
O.OG MHIS.M.
0.04 MII/S.M.
0.06 3.38 2.00 4.14
0.03 1.69 1.00 2.07
0.02 1.33 0.80 1.66
MH/S.M. MHJC.M. MII/CM. MHICM.
MHIS.M. MH/CM. MHICM. MH!CM.
MII/S.M. MHICM. MH/OM. MHICM.
I 2.14 MH/CM.
1.07 MHICM.
0.86 MHICM.
1.32 MHILM. 1.32 .Mil!LM.
0.£6 MHILM. 0.66 MHILM.
0.63 MH!LM. 0.63 MH!LM.
LABOR PRODUCTION TABLE MANHOURS PEU QUANTITY
WORK DESCitlPTION LOW
1"-114" dia.
11112"·2" dla Vl/2" di11. a• dla 3/112' dia. 4" dia. 2.0 CAST FROM PIPE 2" dia. 4" dia. o· dia. a· dia. 10" dia. 12' dia. 14" dla. 16" dia. 18' dia, 20" dia. 24" dia, 30" dia. 3.0. LAYING PVC PIPE U2' -3Wdia, 1"·11114" dia. 11112"·2" dla. 21112" dia. 3' dia. 4" dia. 6" dla. 6' dla. 4.0 LAYING RCP 8-MEN (1 TEAl.fl 24" dia. 36" dia. 48" dia, 6"-18" dia. 5.0 LAVATORY 6.0 WATER CLOSET 7.0 URINAL UTILITY STALL 8.0 URINAL, PEDESTAL TYPE 9.0 SHOWER and STALL 10,0 5-MAN GROUP SHOWER 11.0 BATH TUBS 12.0 SLOPE SINK 13.0 HOT WATER HEATER 14.0 6-PERSONWASH SINK 16.0 DRI~KING 1-'0UNTAIN 16.0 EYE WASH 17.0 MISCELLANEOUS FIXTURES 18.0 PARTITIONS 19.0 LAYING OF 24" dia. RCP 20.0 LAYING OF 36" dia. RCP 21.0 LAYING OF 48" dia. RCP
0.14 MHJLM. 0.82 MHILM.
2.1J:4
MHILM. MHILM. MHILM. MHJLM. MHILM. MHILM.
4.38 6.68 9.84 13.14 19.70 20.62 24.10 27.38 30.68 32.86 36.14 41.08
MHILM. MH/LM. MHILM. MHILM. MHILM, MHILM. MHJLM. MHILM. MJIILM. MHILM. MHJLM. MHILM.
2.19 MHILM.
0.38 1.48 1,64 1.96 2.16 2.62 3.28 4.92
MHILM. MHILM. MHILM. MKILM. MHILM. MHILM. MHILM. MH/LM.
1.48 1.64 1.97 2.16
2.ao
8.00 12.80 21.34 2.66 16.00 24.00 48,00 32.00 20.00 72,00 48.00 28.00 28.00 52.00 26.00 1~.00
4,00 16.00 8.00 12.80 21.32
HIGH
AVERAGE
0.69 0,66 0.79 0,86 0.92 1.06
MHILM. MH/LM, MHILM. MHJLM. MHJLM. MHILM.
MHILM. MHILM. MIIILM. MHILM.
1.76 2.63 3.94 6,26 7,88 8,25 9.64 10,95 12.27 13.14 14.46 16.43
MHILM. MHJLM. MH/LM. MHILM. MHJLM. MHILM. 1o1HILM. MHILM. MIIILM. MHILM. MHJLM. MHJLM.
0.19 MHILM. 0.74 MHJLM. 0.82_MJIILM. 0.98 MHILM. 1.08 MHILM. 1.31 MHILM. 1.64 MHILM. 2.4G MJIILM.
0,15 0.69 0.66 0.78 0.86 1.05 1.31 1.97
MHILM. MHILM. MHJLM. MHILM. MHILM. MHILM. MIIILM. MHILM.
0.98 MHILM.
1.08 MHILM. 1.16 MHILM. 1.32 MHILM.
3.29 4.92 6.67 9,85
MHILM. MHILM. MHILM. MHILM.
10.31 MHILM. 12.05 MHILM. 13.69. MHILM. 16,34 16.43 18.07 20.64
MHILM. 4.00 MIIILM. 3,20 KHILM, MHILM. 6.40 MIIILM. 5,12 MHILM. MHJLM. 10.67 MHILM. 8.64 MHILM. MHILM. 1.33 NHILM. I.06 MHILM. MHIEACU 8.00 MHIEACH 6.40 MHIEACH MHIEACH 12.00 MHIEACH 9,60 MHIEACII MH/EACH 24.00 MHIEACH 19.20 MHIEACH MHIEACH 16.00 MHIEACH 12.80 MHIEACH MHIEACJI 10.00 MHIEACH 8.00 MHIEACH MHIEACH • 36.00 MHIEACH 28.80 MHJEACH MHIEACH 24.00 MHIEACH 19,20 MHIEACH MHIEACH 14.00 MHIEACH 11,20 MHIEACH Mil/EACH 14.00 Mil/EACH 11,20 MHIEACH MHIEACH 26.00 MJIIEA.CH 20.80 MHIEACH MHHIEAC 13.00 MHIEACH 10.40 MHIEACH MHIEACH 8.00 MHIEACH 6.40 MHIEACH MHJEACH 2.00 MHIEACH 1.60 Mil/EACH MHJEACH 8.00 MHIEACH 6.40 MHIEACH MHIPIPE 4.00 MH/PIPE 3.20 MHIPIPE MHIPIPE 6.40 MHIPIPE 5.12 MHIPIPE MJ:IIPIPE 8.63 MHIPIPE 10.66 MHIPIPE
LABOR PRODUCTION 1'ABLE .MANHOURS PEU QUANTITY WORK DESCRIPTION
LOW
AVERAGE
I
HIGH
VII. TRADE: INSULATION: A. EQUIPMENT INSTALLATION 1.0 VESSELS, EXCHANGERS and
TANKS 1.01 FIELD FABRICATION INSULATION 1.02 FIELD FABRICATION SHEET METAL COVER 1.03 APPLY INSULATION 1.01 APPLY SHEET METAL
COVER 2.0 PUMPS, COMPRESSORS and TURBINES 2.01 FABRICATE 2.02 APPLY 3.0 PI PINOS and COMPONENT INSULATION 3.01 FIELD FABRICATE 3.02 FIELD FABRICATE SHT. METAL COVER 3.03 APPLY INSULATION 3,04 APPLY SHEET METAL OR PAPER COVER 3.05 l-'ABRICATE INSTRUMENT COVER 3.06 INSTALL INSTRUMENT COVER 3,07 INSULATE PIPE HANGERS 3.08 FOR STEAM TRACED LINES 3.09 REMOVAL OF OLD OR EXISTING INSULATION VIII. TRADE: FIR& PROOFING 1.0 INSTALL STUDS 2.0 INSTALL MESH 3.0 POURED: 3.01 FORMING 3.02 STRIP FORMS 3,03 POUR CONCRETE 3.04 CURING/PATCHING 3.05 FINISHING 4.0 TROWEL, PLASTERED 6.0 PNEU.MATIC APPI,ICATION O.Ql OUNITE 6.0 APPLY FINEDRICKORBLOCK 7.0 REMOVAL OF EXISTING OR OLD FIREPROOFING 8.0 APPLY FIREPROOFING PAINT
5.00 MH!S.M.
2.60 MH/S.M.
2.00 MH/S.M.
24.00 MHIS.M. 10.00 MH/S.M.
12.00 MH/S.M. - 6.00 MH/S.M.
9.60 MH/S.M. 4..00 MH/S.M.
10.00 MHIS.M.
6.00 MII/S.M.
4.00 MH/S.M.
34,00 MII/S.M. 60,00 MH/S.M.
17.00 MH/S.M. 30.00 MlliS.M.
13.60 MH/S.M. 24.00 MHIS.M.
8.00 MHIFLO.
4.00 MHJFLG.
3.20 MHIFLG.
1.60 MHIS.M. 5.40 MHIL.M.
0.80 MH/S.M. 2. 70 MIIIL.M.
0.64 MH/S.M. 2.16 MHIL.M.
3.00 MHIEACH
1.50 MHIEACH
1.20 Mil/EACH
16.00 MHIEACH
8.00 MHIEACH
6,40 MHIEACH
12.00 MHJEACH 8,00 MHiEACH
6.00 MHJEACH 4.-00 MHIEACH
4.80 MHIEACH 3.20 MHJEACH
7.40 MH/L.M.
3. 70 MHIL.M.
2.96 MHn •. M.
3.00 MHIL.M.
1.50 MHIL.M.
1.20 MH/L.M.
1.00 MHiEACH 2.40 MII/S.M.
0.50 MHIEACH 1.20 MHIS.M,
0.40 MHJEACH 0.96 MH/S.M,
28.00 12.00 140.00 1.20 1.40 6.40
MHJS.M. MHI'S.M. MHIL.M. MI-LS.M. MHIS.M. MHIS.M.
14.00 6.00 10.00 0.60 0.70 2.70
MHJS.M. MHI'S.M. MHJL.M. MH/S.M. MHIS.M. MHIS.M.
11.20 4.80 56.00 0.48 0.66 2.16
MHIS.M. MH/S.M. MHfl..M. MHIS.M. MHIS.M. MJ-1/S.M.
2.40 MHIS.M. 1.60 MHIPC.
1.20 MHIS.M. 0.80 MH/PC.
0.96 MII/S.M. 0.64 MII/PC.
5.00 MH/S.M. 6.00 MHIS.M.
2.50 MHIS.M. 3.00 ~HI/S.M.
2.00 MH/S.M. 2.40 MHIS.M.
5.00 MHJEACH
4.00 MHJEACH
FIRE PROTECTION: 1.0 FIRE PROTECTION EQUIPMENT INSTALLATION 1.01 MONITOR
10.00 MHIEACH
LABOR PRODUCTION TABLE MANH OURS PER QUANTITY
WORK DESCRIPTION
LOW 1.02 HOSE REELS and CARTS 1.03 FIRE EXTINOIDSHERS 2.0 PERBbNAL EQUIPMENT 2.01 EYE .MASH 2.02 SAFETY SHOWERS 2.03 BREATHING APPARATUS 3.0 SPRINKLER SYSTEM 3.01 SPRAY NOZZLES 3.02 WATER CANNONS IX. TRADE: PERMANENT FENCING 1.0 INSTALL FENCE 2.0 INSTALL OATES 3,0 TO RAIL 4.0 DARllWtRE, 3·STRANDS X.
TRADE: PAINTING WORKS 1.0 NEW STRUCTURAL STEEL 2.0 OLD STRUCTURAL STEEL 3,0 NEW FLAT PLATES 4.0 SURFACE PREPARATION 4.01 IN TERMS OF WEIGTH 4.02 IN TERMS OF AREA 5.0 SAND PREPARATION
XI. TRADE: HEATING VENTILATING and AIR CONDITIONING 1.0 HACV PIPING 2.0 DUCK WORK INSTALL 3.0 DUCK WORK FAB. 4.0 PACKAGE UNIT AIR CONDITIONER 5.0 UNIT HEATER 6.0 FINNED CONVERTER 7.0 EXHAUST I<"A.N, PROPELLER 8.0 GRAVITY ROOF VENT 9.0 POWER ROOF VENT 10.0 ROUND ROOF VENT 11.0 PLUMBING PIPING XII. MISCELLANEOUS: 1.0 WATER STOP INSTALLATION 2.0 CAULINS-SLAB JOINT 3.0 ASPHALTING 4.0 GROirriNG and TOOL PLASTERING 5.0 WATER PROOFING RUBBERIZE 6.0 COPPER CLADDING ROOF DEC 7.0 WATER PROOFING FLINKOTE 8.0 DEMOLITION OF ADOBE WALL 9.0 PAINTING 10.0 COPPERWATERSTOP-CUT and SHAPE 11.0 COPPER WATER STOP-CUT INSTALLATION 12.0 SETTING ANCHOR BOLTS 13.0 SETTING ANCHOR BOXES
liiGH
AVERAGE
30.00 MHIEACH 10.00 MHIEACII
15.00 MHIEACH 12.00 MHIEACH 5.00 MHIEACII 4.00 MHIEACH
20.00 MHIEACH 20.00 MHIEACH 10.00 MHIEACH
10.00 MH/EACH 10.00 MH!EACH 5.00 MHIEACH
8.00 MHIEACH a:oo MHIEACH
2.00 MHIEACJI
1.00 Mil/EACH 5.00 MHIEACH
0.80 MHIEACH 4.00 MHIEACII
1.20 3.00 0.30 0.30
0,86 2.40 0.24 0.24
10,00 MHIEACH
2.40 6,00 0.60 0.60
MHIL.M. MHIL.M. MHIL.M. MHIL.M.
MHIL.M. MHIL.M. MHIL.M. MHIL.M.
4.00 Mil/EACH
MIIIL.M. MHJL.M. MHIL.M. MHIL.M.
20.00 MHtrON 1.10 MHIS.M. 0.64 MII/S.M.
10.00 MHtrON 0.55 MHlS.M. 0.32 MHIS.M.
8.00 MH/I'ON OA4 MHJS.M. 0.26 MHIS.M.
16.00 MHtrON 0.86 MHIS.M. 60.00 MHtrON
8.00 MHtrON 0.43 MHIS.M. 30.00 MHtrON
6.40 MHtrON 0.34 1-HI/S.M. 24.00 MHtrON
7.00 MH!L.M. 12.00 MH!S.M. 36.00 MHJS.M.
3.50 MHIL.M. G.OO MHIS.M. 18.00 MHIS.M.
2.80 MHIL.M. 4.80 MH/S.M, 14.40 MHJS.M.
48.00 24.00 10.00 16.00 14.60 48.00 16.00 7.00
24.00 12.00 5.00 8.00 7.30 24.00 8.00 3.50
MHIEACH MHIEACII MH!EACH MHIEACH MH!L.M. MHIEACH MHIEACH MHIL.M.
MHIEACH 19.20 MHIEACJI MHIEACH 9.60 Mil/EACH MHIEACH 4.00 MHIEACH MHIEACH 6.40 MHIEACH MHIL.M. 6.84 MHIL.M. MHIEACH 19.20 MHIF..ACH MHIEACH 6.40 MH!EACH MHIL.M. 2.80 MH!L.M.
1.34 MHIL.M. 0.40 MHIL.M. l.60 MH!S.M.
0.67 MHIL.M. 0.20 MHIL.M. 0.80 MUIS.M.
0,54 MH/L.M. 0,16 MHIL.M. 0.64 MII/S.M.
M~IIS.M.
MHts.M. MHIL.M. MHts.M. MH/CM. MH/S.M.
1.67 MH!S.M. 0.55 MHIS.M. 0.50·MHIL.M. 0.27 MHIS.M. 1.60 MHICM. 0.34 MH/S.M.
0.84 0.28 0.25 0,14 0.80 0.17
0,11 MHIL.M.
0.06-MHIL.M.
0.03 MHIL.M.
0.22 MHIL.M. 0.97 MH/Kg. 3.64 MH/CM.
0.11 MUIL.M. 0.49 MH/Kg, 1.82 MH/CM.
0,06 MHIL.M. 0,24 MH/Kg. 0.91 MH/CM.
3.34 I.lO 1.00 0.54 3.20 0.68
MHIS.M. MH/S.M. MIUL.M. MH/S.M, MIL'CM. MH/S.M.
I.
ww
AVERAGE
HIGH
TRADE: CARPENTRY WORKS
A. FORM WORKS INSTALLATION 1.0 WAI,L ON GROUND 2.0 WALL ABOVEGROUND 3.0 BEAMS 4.0 COLUMNS 5.0 SUSPENDED SLAB
0 TO tal 18 TO 361 UP 8,0 ELEVATED AND SHORED SLAB FORMING 6,01 FORMING ONLY 6.02 FORMING and SHORING 7.0 WOOD WALL and PARTITIONS
B. FORM WORKS FABRICATION
c. .
.
STRIPPING OF FORM WORKS 1.0 WALL ON GROUND 2.0 WALL ABOVE JOl 3.0 BEAMS 4.0 COLUMNS 6.0 SUSPENDED SLAB OTO J8l IBT0361 UP 6.0 ELEVATED and SHORED SLAB FORMING-STRIP OF FORMS 7.0 FLOOR SLAB AT GRADESTRIP OF FORMS
D. INSTALLATION OF CARPENTRY WORKS 1.0 PLYWOOD PARTITION 2.0 T and G FLOORING and SIDING 3,0 CEILING FRAME WORK 4.0 SIDING FRAME WORK 6.0 FLOORING FRAMING 6.0 WOODEN POST ERECTION 7.0 TRUSS FABRICATION 8.0 TRUSS INSTALLATION 9.0 SIRT INSTALLATION 10.0 PLATES INSTALLATION 11.0 PURLING INSTALLATION 12.0 FACIA BOARD INSTALLATION 13.0 lf.4" or 3W thk. PLYWOOD - CUTTING BY MANUAL -ASSEMBLY
MII/S.M. MUIS.M. MII/S.M. MHIS.M.
2.00 MH/S.M, 2.35 MHIS.M.
1.60 MH!S.M. 1.88 MHIS.M.
3.08 MH/S.M. 2.35 MH/S.M.
2.46 MII/S.M. 1.88 MII/S.M.
3.34 MHIS.M. 6.66 MII/S.M.
1.67 MHIS.M.
3.33 MJIIS.M.
1.34 MHJS.M. 2.66 MHIS.M.
17.20 MH/S.M. 22.00 MII/S.M. 1.00 MH/S.M.
8.60 MHIS.M. 11.00 MHJS.M. 0.60 MII/S.M.
8.80 MH/S.M. 0.40 MH/S.M.
2.15 MIIIS.M.
1.08 MHIS.M.
0,86 MH/S.M.
0.60 2.58 2.06 1.70
0.20 1.29 1.03 0.85
0.20 1.03 0.82 0.68
4.00 4. 70 6.16 4.70
MHIS.M. MHIS.M. MHIS.M. MIIIS.M.
MHIS.M. MHIS.M. MII/S.M. MII/S.M.
6.88 MHIS.M.
MHIS.M. MHIS.M. "MH/S.M. MHIS.M.
1.67 MHIS.M. 2.16 MHIS.M.
0.83 MHIS.M. 1.08 MHIS.M.
0.67 MHIS.M. 0.86 MHIS.M.
7,00 MHIS.M.
3.50 MII/S.M.
2.80 MHIS.M.
6.60 KMWS.M.
2.80 MHIS.M.
2.24 MHIS.M.
2.00 0.29 0. 73 0.63 1.94 0.86 0. 70 1.60 0.43 0.27 0.53 0.91
1.00 0.14 0.36 0.27 0.97 0.'13 0.36 0.80 0.21 0.13 0.27 O..t6
0.80 0.11 0.29 0.21 0. 77 0.34 0.28 0.64 0.17 0.11 0.21 0.36
MH/PC MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F.
2:00 MHIPC 0.83 MHIS.M.
MHIPC MHJB.F. MH/B.F. MHIB.F. MH/B.F. MH/B.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F.' MHIB.F. MIIIB.F.
1.00 MHIPC 0.42 MH/S.M.
MHIPC MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHJiJ.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F. MHIB.F.
0.80M MHIPC 0.33 MHIS.M.
LABOR PRODUCTION TABLE MANHOURS PER QUANTITY
WORK DESCRIPTION
LOW 14.0 CEILING • FRAME INSTALLATION
-PLYWOOD INSTALLATION 16.0 CABINET BOARDING 16.0 CABINET FRAMING 17.0 WOOD WALL PARTITIONS
18.0 PANEL WALL 19.0 FORMING WEIGHT ANCHOR BOLTS 20.0 NET FORMING E. OOORS and WINDOWS 1.0 W-PANEL INSTALLATION 2.0 STEEL WINDOWS INSTALLATION 3,0 LOUVER WINDOWS INSTALLATION 3.01 FIXED ASBESTOS 3.02 FIXED METAL LOUVERS 3.03 FIXED G.l. SHEET 3,04 FIXED GLASS 8.05 FIXED WOODEN 4.0 ALUMINUM FRAMED WINDOWS 5.0 SLIDING GLASS DOOR 6.0 HOLLOW METAL OOOR 7.0 ROLLING DOORS 8.0 FIXED WINDOW 9.0 DOOR LOCKSET 10.0 DOORJAMB: FABRICATION INSTALLATION 11.0 CYCLONE WIRE INSTALLATION
2.66 2.00 0.26 0.36 1.00 14.00
AVERAGE
HIGH
MHIS.M. MHIS.M. MH!B.F. MHIB.F. MII/S.M. MHIS.M.
0.18 MHIB.F. 0.50 MHIS.M, 7.00 MHIS.M.
1.06 0.80 0.10 0.14 0.40 6.60
9.00 MJIIS.M. 7.00 MHIS.M.
4.60 MH/S.M. 3.60 MHIS,M.
3.60 MHIS.M. 2.80 MHJS.M.
0.80 MHIPC
0.40 MHIPC
0.32 MHIPC
4.00 MHIPC
2.00 MHIPC
1.60 MHIPC
9.26 6.24 9.26 6.24 6.76
•US MH/S.M,
3.70 2.50 8.70 2.60 2. 70
MHIS.M. MHIS.M. MHIS.M. MHIS.M. MHIS.M.
1.33 MHIS.M. 1.00 MH/S.M. 0.13 MH/B.F.
3.12 4.68 3.12 3.38
MHIS.M. MHIS.M. MHIS.M: MHIS.M.
MHIS.M. · MHIS.M. MH/B.F. MHIB.F. MHIS.M. MHIS.M.
MHIS.M. MHIS.M. MHIS.M. MH/S.M. MHIS.M.
20.00 24.00 20.00 50.00 0,68 8,20 0,44 0,66 6.24
MHIEACH MHIEACH MIIIEACH MHIEACH MHIS.F. MH/SET MIIIB.F. MHIB.F. MHIS.M.
10.00 12.00 10.00 26.00 0.31 1.60 0.22 0.33 3.12
MHIEACH 8.00 MHI&ACH MHIEACH 9.60 MHI&ACII MHI&ACH 8,00 M~I&ACH MIIIEACH 20.00 MHIEACH MHIS.F. 0.25 MHIS.F. Mil/SET 1.28 MHISET MHIB.F. 0.18 MHJB.F. MHIB.F. 0.26 MHIB.F. MHIS.M. 2.50 MHIS.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
MII/S.M. MHIS.M. MII/S.M. MHIS.M. MII/S.M. MIIJS.M. MHIS.M. MHIB.M. MHIS.M, MHIS.M. MHIS.M. MHIS.M. MHIS.M. MH!S.M.
1.61 1.43 2.00 5.00 10.53 4.35 3.00 4.60 4.00 0.60 8.00 2.00 1.20 1.80
MII/S.M. MHIS.M .. MHIS.M. MHIS.M, MH'IS.M. MII/S.M. MHIS.M. MH/S.M, MHIS.M, MHIS.M. MHIS.M. MHIS.M. MHIS.M. MH/S.M.
II. TRADE: MASCARI WORKS 1.0 OROliT'ING and TOL PLASTERING 2.0 PEBBLE FINISHED 3.0 MARBLE INSTALLATION 4.0 114" x 2 x 8 RED BRICKS 5.0 GLAZED TIL&S 6.0 UNGLAZED TILES 7.0 GLAZED TILE WALL 8.0 CONC. BLOCK EXT. WALL 9.0 CONC. BLOCK INT. WALL 10.0 BRICKWORK 11.0 PLASTER WALL end CEILING 12.0 HOLLOW TILE WALL 13.0 ACOUSTICAL CEILING 14.0 V1NYL FLOOR TILE 15.0 UNGLAZED OR MOSAIC FLOOR TILE 16.0 LAYING OF CHB and ADOBE
17.00 MHIS.M. 2.28 MHIS.M.
8.60 MHts.M. 1.14 MH/S.M.
1.34 1.14 1.60 4.00 8.42 3.48 2.40 3.60 3.20 0.40 2.40 1.60 0.96 1.44
MII/S.M. MH/S.M. MHIS.M. MHts.M, Mllts.M. MII/S.M. MII/S.M. MH/S.M. MH/S.M. MHIS.M. MII/S.M. MII/S.M. MH/S.M. MHIS.M.
6.80 MII/S.M. 0.91- MHIS.M.
LABOR PRODUCTION TABLE MANHOUR8 PER QUANTITY
WORK DE 8 CRIP TION
LOW 17.0 CEMENT FINISH 18.0 CONC. HOLLOW BLOCKS
1.43 MHIB.M.
HIGH
AVERAGE
0. 72 MHIS.M.
0.67 MHIS.M.
1.60 1.33 2.00 5.33 6.97
1.28 1.06 1.60 4.26 4.78
LAYING 18.016" CHB 18.02 4" CHB 18.03 8" CHB
19.0 VIT. TILES . FLOOR 20.0 VIT. TILES· WALL III. TRADE: TINSMITHING WORK 1.0 CORR. 0.1. SHEET 1.01 LIFTING
1.02 INSTALLATION 2.0 INSTALLATION OF ASBESTOS ROOFING 3.0 INSTALLATION OF ALUMINUM
ORO.I.SHEET
3.20 2.66 4.00 10.66 11.94
MHIS.M. MH/S.M. MH/S,M, MHIS.M. MH/S.M.
MHIS.M. MHIS.M. MH/S.M. MHIS.M. MH/8.M.
MHIB.M. MHIS.M. MHIS.M. MHIB.M. MHIS.M.
2.16 MHIS.M. 6.12 MHf.i.M.
1.08 MHJS.M. 3.06 MH/S.M.
0.86 MHJS.M. 2.46 MHJS.M.
2.00 MHJSHT
1.00 MH/SHT
0.80 MH/SHT
1.60 MII/SHT
0.80 MH/SHT
0.64 MHISHT
MHIL.M. MHISHT. MHIS.M. MHIL.M. MHIL.M. MHIL.M. MH/L.M. MHIL.M. MHIL.M. MH/S.M. MHIS.M. MH/S.M. MHIS.M.
0.61 MHIL.M. 8.47 MHISHT. 0,82 MHIS.M. 0.53 MHIL.M. 0.97 MHIL.M. 0.16 MHIL.M. 0.89 MHIL.M. 0,30 MHIL.M. 0.13 MHIL.M. 1.80 MHIS.M. 1.80 MHIS.M. 8.60 MH/S.M. 2,00·MHJS.M.
0.40 2. 78 0.66 0.42 0.78 0.13 0.71 0.24 0.11 1.44 1.44 6.80 1,60
3.40 MHIS.M. 1.20 MHIS.M.
1.70 MHIS.M. 0.60 MHIS.M.
1.36 MHIS.M. 0.48 MHIS.M.
10.00 MH/C.M. liO.OO MHIC.M.
5.00 MHIC.M. 26.00 MH/C.M.
4.00 MHIC.M. 20.00 MHIC.M.
2.00 MHIS.M. 2.86 MHJS.M.
1.00 MHIS.M. 1.43 MHIS.M.
0.80 MHIS.M. 1.14 MHIS.M.
0.14 MH/Kg,
0.07 MHIKg.
0.06 MHIKg.
4.0 COPPER CLADDING
ROOF DECK 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 lli.O 16.0 17.0
FAD. OF 0.1. GUTTER 0.1. SHEET ROOFING FAD. OF 0,1. OU'ITER FAD. OF DOWNSPOtrr GUTTER CUT and SHAPE 1NST. OF GUTTER OOWNSPOUT CUT and SHAPE OOWNSPOUT INSTALLATION CORR. G.I. ROOFING CORR. ALUMINUM ROOFING BUILT-UP ROOFING 4-PLY PROTECTED METAL CORR. ASBESTOS INST., LIFTING, HAULING 18.0 LEADERS and GUTTERS
IV. TRADE: CONCRETE WORKS 1.0 PLACING CONC. 1.01 SLAB ON FILL 1.02 SLIP FORM 1.03 FLR. FINISH UNHARDENED 1.04 CONC, FINISH HARDENED 2.0 REBAR WORKS 2.01 GROUND FLR. INSTALLATION 2.02 UPPER FLR. INSTALLATION 2.03 FABRICATION 3.0 MIXING MANUAL 4.0 MIXING MACHINE
1.01 6.94 1.64 t.Oli 1.94 0.32 1.78 O.li9 0.27 3.60 3.60 17.00 4.00
0.16 0.20 32.00 3.60
MHIKg. MHIKg. MH!CM. MHICM.
0.08 0.-10 16.00 1.80
MHIKg. MH/Kg. MWCM MHICM.
0,06 0.08 12.80 1.44
MHIL.M. MHISHT. MHIS.M. MHIL.M. MHIL.M. MHIL.M. MHIL.M. MHIL,M. MHIL.M. MHIS.M. MHIS.M. MHIS.M. MHIS.M.
MHIKg. MH/Kg. MHICM. MHICM.
LABOR PRODUCTION TABLE MANllOURS PER QUANTITY
WORK DESCRIPTION I.OW 6,0 MORE THAN 1.80 em. POUR 5.01 CHtrrE FROM TRUCK 6.02 CRANE and BUCKET 5.03 WHEELING 5.04 FINISHING 6.0 CONCRETE POUR ON ELEVATED and SHORED SLAB FORMING, CHUTE and BUCKET 7.0 PLACEMENT OF REBARS ON FOOTING 8.0 FIELD FABRICATION OF REBAR.~
v.
TRADE: EARTHWORKS: 1.0 MACHINE EXCAVATION l.OlSAND 1.02 SAND and MARL 1.03 MARL 2.0 GRANULAR BACFILL 3.0 GRANULAR SOIL BACKFILL 4.0 MANUAL FOUNDATION EXCAVATION and BACKFILL 4.01 SAND 4.02 EXCAVATION OF SAND and MARL 4.03 EXCAVATION OF MARL 4.04 BACKFILL OF SAND 4.05 BACKFILL SAND and MARL 4.06 BACKFILL MARL 5.0 l"LOOR SLAB and MANUAL l'i.Ol GRADING, MANUAL 5.02 EXCAVATION and BACKFILl, 6.0 FINE GRADING and FINISHING 6.01 GRADING 6.02 FINISIIING SOIL SURFACE 6.03 DIKES 6.04 ROAD WORKS • BASE COURSE • CURBES and GUTTERS • 4" thk. ROAD • 6" thk. ROAD • 8' thk. ROAD • TROWEL FINISH • SPECIAL TOPPING • 4" STONE OR SHELL ROAD • 6" STONE OR SHELL ROAD • 8" sTONE OR SHELL ROAD • ACID PROOFING 7.0 ASPHALT PAVING 7.01 FINE GRADING 7.02 PLACE BASE COURSE 7.03 ASPHALT
HIGH
AVEHAGE
5.60 MH!CM.
14.00 MHICM. 28,00 MHICM. 64,00 MH/C~f. 5.60 MH..S.M.
7.00 14.00 27.00 2.80
MII/CM. MHICM. MH/CM. MHr'S.M.
11.20 MH/C~f. 21.60 MH/CM.
42.00 MH/CM.
21.00 MH/CM.
16.80 MHICM.
1.00 MH!Kg.
0.53 MHIKg.
0.42 MH/Kg.
0.66 MHIKg.
0.33 MHIKg.
0.26 MH/Kg.
0.60 0.80 1.10 1.20 UiO
0.48 0,64 0.88 0.96 1.20
2.24 MHIS.M.
I
1.20 1.60 2.20 2.40 a:oo
MH/CM. MH/CM. MH/CM. MHICM. MHICM.
MH/CM, MH/CM. MHICM. MHICM. MH/CM.
MH/CM. MflfCM. MH/CM. .MH/CM, MH!CM.
8.00 MH/C.M,
4.00 MHICM.
3.20 MHICM.
13.00 MHICM. 21.00 MH/CM, 11.00 MH/CM.
6.50 MH/CM. 10.50 MHICM. 5.50 .MH/CM.
5.20 MHICM. 8.40 MH/CM. 4.40 MlUCM,
16.00 MH/CM. 24.00 MH/Ct.-1.
8.00 MH/CM. 12.00 MH/CM.
6.40 MH/CM. 9.60 MH/CM.
2.60 MHIS.M.
1.30 MH/S.M.
1.04 MH/S.M.
36.00 MH/CM.
18.00 MHICM.
14.40 MH/CM.
0.90 MillS .M. 1.10 MHIS.M. 2.40 MH/CM.
0,45 bUIIS.M. 0.55 MHIS.M. 1.20 MH/CM.
0.36 MH/S.M, 0.44 .MHIS.M. 0.96 MH/CM.
0,24 3.60 2.60 2.80 3,00 0.64 2.40
0.12 1.80 1.30 1.40 1.50 0.32 1.20
0.10 1.44 1.04 1.12 1.20 0.26 0.96
MH/S.M. MH!CM. MHIS.M. MH/S.M, MH/S.M. MHIS.M. MHIS.M.
MHIS.M. MHICM. MH/S,M, MH/S.M. MHIS.M. MH/S.M. MHIS.M.
MHIS.M. MR/CM. MIIJS.M. MH/S.M. MHIS.M. MHIS.M. MHIS.M.
0.64 MH/S.M,
0.32 MH/S.M.
0.26 MHIS.M.
0.84 MH/S.M,
0.42 MHIS.M.
0,34 Mfl!S.M.
1.04 MJIIS.M. 1.20 MHJCM.
0.52 MH/S.M, 0.60 MH/CM.
0.42 MH/S.M. 0.48 MHICM.
0,84 MH/S.M. 0,40 MHIS.M. OAO MHIS.M.
0.42 MHIS.M. 0.20 MHIS.M. 0.20 MH/S.M.
0.34 MH!S.M. 0.16 MHIS.M. 0.16 MH!S.M.
.
.
LABOR PRODUCTION TABLE MANUOUUS PElt QUANTITY WORK DESCRIPTION
AVEH.AGE
LOW
8.0 ACID BLOCK OR PAVING BLOCK 8.01 FINE GRADING 8.021NSTALL BRICK 9.0 CRUSHSTONEORSiiELL SURFACING 9,01 FINE GRADING 9.02 PLACE, SPREAD and COMPACT STONE TO 4" thk. 9.03 OVER 8" thk. 10.0 TANK CUSHIONS 10.01 SAND CUSHIONS 10.02ASPHALT RETAINER RING U.O NON-GRANULAR BACKFILL 12.0 EXCAVATION· MANUAL 12.01 COMMON EARTH 12.02 LOAN OF SAND 12.03 CLAY OR HEAVY SOIL 12.04 ROCK 13.0 MECHANICAL EXCAVATION 13,01 COMMON EARTH 13.02 ROCK W/ JACKHAMMER 14.0 BACKFILLING 14.01 COMMON MANUAL 14.02 GRAVEL FILL MANUAL 16.0 TRENCHING and BACKFILLING OF UNDERGROUND PIPING USING EXCAVATION MATERIAl8 MANUAL FROM 0 TO 2 MTS. DEPTH 2 TO 3 MTS. DEPTH 3 TO 4 MTS. DEPTH 4 TO 6 MTS. DEPTH 16.0 PLACING BINDER-GRAVEL 1'1.0 ESCOMBRO BACKFILLING 18.0 SPREADING, TAMPING and GRADING 19.0 MECHANICAL COMPACTION, PLATE COMPACTION 20.0 MANUAL CLEARING and GRUBBING CLEARING UNDERGROWTH and TREES. 12" CLEARING UNDERGROWTH end SHRUBS 21.0 DISPOSAL OF SOIL 22.0 HAULING OF SOIL 23.0 GRAVEL FILL 24.0 EXCAVATION. CRANE and CLAMPSHELL WITH 8·MEN and 2 CARPENTERS
VI. TRADE: UNDERGROUND PIPING and PLUMBING WORKS 1.0 LAYING ASBESTOS PIPES U2•dia. 3/4" dia.
HIGH
I 0.84 MH/S.M. 8.40 MHIS.M.
0.42 MHIS.M. 4.20 MHIS.M.
0.34 MHIS.M. 3,36 MJI!S.M.
0.64 MH/S.M.
0.32 MHIS.M.
0.26 MllfS.M.
0.84 MHIS.M. 1.04 MH!S.M.
0.42 MH/S.M. 0.62 MIIIS.M.
0.34 MHIS.M. 0.42 MHIS.M.
1.40 MHICM.
0.70 MH/CM.
0.56 MH/CM.
0.40 MHIS.M. 4.00 MHICM.
0.20 MHIS.M.
0.16 MHIS.M. 1.60 MH/CM.
16.00 2.62 3.28 6.26
MH/CM. MHICM. MHtcM. MII/CM.
2.00 MH/CM. MHICM. MHICM. MHICM. MIIICM.
6.40 MHICM.
13.34 MH/CM, 33.34 MH!CM.
G.6'fMHICM. 16.67 MH/CM.
6.34 MHICM. 13.34 MHICM.
1.64 MHICM. 10.00 MHICM.
0.82 MHfCM. 6.00 MHICM.
0.66 MHICM. 4.00 MHICM.
8.00 1.31 l.G4 2.63
1.05 MHICM. 1.31 MHtcM •. 2.10 .MJI/CM.
I I
2.50 3.34 6.00 6.66 0.21 0.42
MHIL.M. MHf.... M. MH!L.M. MHIL.M. MUICM. MHICM.
0.96 MHIS.M.
1.26 1.67 2.60 3.33 0.11 0.21
MHIL.M. MIIIL.M. MHIL.M. MHJL.M. MH/CM, Mli!CM.
1.00 1.34 2.00 2.66 0.08 0.17
MHIL.M. MUJL.M. MHIJ,.M. MHIL.M. MH/CM. MH/CM.
0.48 MHrS.M.
0,38 MHIS.M.
0.11 MHICM.
0.06 MHICM.
0.04 MH/CM.
0.10 MHIS.M.
O.OG MHIS.M.
0.04 MII/S.M.
0.06 3.38 2.00 4.14
0.03 1.69 1.00 2.07
0.02 1.33 0.80 1.66
MH/S.M. MHJC.M. MII/CM. MHICM.
MHIS.M. MH/CM. MHICM. MH!CM.
MII/S.M. MHICM. MH/OM. MHICM.
I 2.14 MH/CM.
1.07 MHICM.
0.86 MHICM.
1.32 MHILM. 1.32 .Mil!LM.
0.£6 MHILM. 0.66 MHILM.
0.63 MH!LM. 0.63 MH!LM.
LABOR PRODUCTION TABLE MANHOURS PEU QUANTITY
WORK DESCitlPTION LOW
1"-114" dia.
11112"·2" dla Vl/2" di11. a• dla 3/112' dia. 4" dia. 2.0 CAST FROM PIPE 2" dia. 4" dia. o· dia. a· dia. 10" dia. 12' dia. 14" dla. 16" dia. 18' dia, 20" dia. 24" dia, 30" dia. 3.0. LAYING PVC PIPE U2' -3Wdia, 1"·11114" dia. 11112"·2" dla. 21112" dia. 3' dia. 4" dia. 6" dla. 6' dla. 4.0 LAYING RCP 8-MEN (1 TEAl.fl 24" dia. 36" dia. 48" dia, 6"-18" dia. 5.0 LAVATORY 6.0 WATER CLOSET 7.0 URINAL UTILITY STALL 8.0 URINAL, PEDESTAL TYPE 9.0 SHOWER and STALL 10,0 5-MAN GROUP SHOWER 11.0 BATH TUBS 12.0 SLOPE SINK 13.0 HOT WATER HEATER 14.0 6-PERSONWASH SINK 16.0 DRI~KING 1-'0UNTAIN 16.0 EYE WASH 17.0 MISCELLANEOUS FIXTURES 18.0 PARTITIONS 19.0 LAYING OF 24" dia. RCP 20.0 LAYING OF 36" dia. RCP 21.0 LAYING OF 48" dia. RCP
0.14 MHJLM. 0.82 MHILM.
2.1J:4
MHILM. MHILM. MHILM. MHJLM. MHILM. MHILM.
4.38 6.68 9.84 13.14 19.70 20.62 24.10 27.38 30.68 32.86 36.14 41.08
MHILM. MH/LM. MHILM. MHILM. MHILM, MHILM. MHJLM. MHILM. MJIILM. MHILM. MHJLM. MHILM.
2.19 MHILM.
0.38 1.48 1,64 1.96 2.16 2.62 3.28 4.92
MHILM. MHILM. MHILM. MKILM. MHILM. MHILM. MHILM. MH/LM.
1.48 1.64 1.97 2.16
2.ao
8.00 12.80 21.34 2.66 16.00 24.00 48,00 32.00 20.00 72,00 48.00 28.00 28.00 52.00 26.00 1~.00
4,00 16.00 8.00 12.80 21.32
HIGH
AVERAGE
0.69 0,66 0.79 0,86 0.92 1.06
MHILM. MH/LM, MHILM. MHJLM. MHJLM. MHILM.
MHILM. MHILM. MIIILM. MHILM.
1.76 2.63 3.94 6,26 7,88 8,25 9.64 10,95 12.27 13.14 14.46 16.43
MHILM. MHJLM. MH/LM. MHILM. MHJLM. MHILM. 1o1HILM. MHILM. MIIILM. MHILM. MHJLM. MHJLM.
0.19 MHILM. 0.74 MHJLM. 0.82_MJIILM. 0.98 MHILM. 1.08 MHILM. 1.31 MHILM. 1.64 MHILM. 2.4G MJIILM.
0,15 0.69 0.66 0.78 0.86 1.05 1.31 1.97
MHILM. MHILM. MHJLM. MHILM. MHILM. MHILM. MIIILM. MHILM.
0.98 MHILM.
1.08 MHILM. 1.16 MHILM. 1.32 MHILM.
3.29 4.92 6.67 9,85
MHILM. MHILM. MHILM. MHILM.
10.31 MHILM. 12.05 MHILM. 13.69. MHILM. 16,34 16.43 18.07 20.64
MHILM. 4.00 MIIILM. 3,20 KHILM, MHILM. 6.40 MIIILM. 5,12 MHILM. MHJLM. 10.67 MHILM. 8.64 MHILM. MHILM. 1.33 NHILM. I.06 MHILM. MHIEACU 8.00 MHIEACH 6.40 MHIEACH MHIEACH 12.00 MHIEACH 9,60 MHIEACII MH/EACH 24.00 MHIEACH 19.20 MHIEACH MHIEACH 16.00 MHIEACH 12.80 MHIEACH MHIEACJI 10.00 MHIEACH 8.00 MHIEACH MHIEACH • 36.00 MHIEACH 28.80 MHJEACH MHIEACH 24.00 MHIEACH 19,20 MHIEACH MHIEACH 14.00 MHIEACH 11,20 MHIEACH Mil/EACH 14.00 Mil/EACH 11,20 MHIEACH MHIEACH 26.00 MJIIEA.CH 20.80 MHIEACH MHHIEAC 13.00 MHIEACH 10.40 MHIEACH MHIEACH 8.00 MHIEACH 6.40 MHIEACH MHJEACH 2.00 MHIEACH 1.60 Mil/EACH MHJEACH 8.00 MHIEACH 6.40 MHIEACH MHIPIPE 4.00 MH/PIPE 3.20 MHIPIPE MHIPIPE 6.40 MHIPIPE 5.12 MHIPIPE MJ:IIPIPE 8.63 MHIPIPE 10.66 MHIPIPE
LABOR PRODUCTION 1'ABLE .MANHOURS PEU QUANTITY WORK DESCRIPTION
LOW
AVERAGE
I
HIGH
VII. TRADE: INSULATION: A. EQUIPMENT INSTALLATION 1.0 VESSELS, EXCHANGERS and
TANKS 1.01 FIELD FABRICATION INSULATION 1.02 FIELD FABRICATION SHEET METAL COVER 1.03 APPLY INSULATION 1.01 APPLY SHEET METAL
COVER 2.0 PUMPS, COMPRESSORS and TURBINES 2.01 FABRICATE 2.02 APPLY 3.0 PI PINOS and COMPONENT INSULATION 3.01 FIELD FABRICATE 3.02 FIELD FABRICATE SHT. METAL COVER 3.03 APPLY INSULATION 3,04 APPLY SHEET METAL OR PAPER COVER 3.05 l-'ABRICATE INSTRUMENT COVER 3.06 INSTALL INSTRUMENT COVER 3,07 INSULATE PIPE HANGERS 3.08 FOR STEAM TRACED LINES 3.09 REMOVAL OF OLD OR EXISTING INSULATION VIII. TRADE: FIR& PROOFING 1.0 INSTALL STUDS 2.0 INSTALL MESH 3.0 POURED: 3.01 FORMING 3.02 STRIP FORMS 3,03 POUR CONCRETE 3.04 CURING/PATCHING 3.05 FINISHING 4.0 TROWEL, PLASTERED 6.0 PNEU.MATIC APPI,ICATION O.Ql OUNITE 6.0 APPLY FINEDRICKORBLOCK 7.0 REMOVAL OF EXISTING OR OLD FIREPROOFING 8.0 APPLY FIREPROOFING PAINT
5.00 MH!S.M.
2.60 MH/S.M.
2.00 MH/S.M.
24.00 MHIS.M. 10.00 MH/S.M.
12.00 MH/S.M. - 6.00 MH/S.M.
9.60 MH/S.M. 4..00 MH/S.M.
10.00 MHIS.M.
6.00 MII/S.M.
4.00 MH/S.M.
34,00 MII/S.M. 60,00 MH/S.M.
17.00 MH/S.M. 30.00 MlliS.M.
13.60 MH/S.M. 24.00 MHIS.M.
8.00 MHIFLO.
4.00 MHJFLG.
3.20 MHIFLG.
1.60 MHIS.M. 5.40 MHIL.M.
0.80 MH/S.M. 2. 70 MIIIL.M.
0.64 MH/S.M. 2.16 MHIL.M.
3.00 MHIEACH
1.50 MHIEACH
1.20 Mil/EACH
16.00 MHIEACH
8.00 MHIEACH
6,40 MHIEACH
12.00 MHJEACH 8,00 MHiEACH
6.00 MHJEACH 4.-00 MHIEACH
4.80 MHIEACH 3.20 MHJEACH
7.40 MH/L.M.
3. 70 MHIL.M.
2.96 MHn •. M.
3.00 MHIL.M.
1.50 MHIL.M.
1.20 MH/L.M.
1.00 MHiEACH 2.40 MII/S.M.
0.50 MHIEACH 1.20 MHIS.M,
0.40 MHJEACH 0.96 MH/S.M,
28.00 12.00 140.00 1.20 1.40 6.40
MHJS.M. MHI'S.M. MHIL.M. MI-LS.M. MHIS.M. MHIS.M.
14.00 6.00 10.00 0.60 0.70 2.70
MHJS.M. MHI'S.M. MHJL.M. MH/S.M. MHIS.M. MHIS.M.
11.20 4.80 56.00 0.48 0.66 2.16
MHIS.M. MH/S.M. MHfl..M. MHIS.M. MHIS.M. MJ-1/S.M.
2.40 MHIS.M. 1.60 MHIPC.
1.20 MHIS.M. 0.80 MH/PC.
0.96 MII/S.M. 0.64 MII/PC.
5.00 MH/S.M. 6.00 MHIS.M.
2.50 MHIS.M. 3.00 ~HI/S.M.
2.00 MH/S.M. 2.40 MHIS.M.
5.00 MHJEACH
4.00 MHJEACH
FIRE PROTECTION: 1.0 FIRE PROTECTION EQUIPMENT INSTALLATION 1.01 MONITOR
10.00 MHIEACH
LABOR PRODUCTION TABLE MANH OURS PER QUANTITY
WORK DESCRIPTION
LOW 1.02 HOSE REELS and CARTS 1.03 FIRE EXTINOIDSHERS 2.0 PERBbNAL EQUIPMENT 2.01 EYE .MASH 2.02 SAFETY SHOWERS 2.03 BREATHING APPARATUS 3.0 SPRINKLER SYSTEM 3.01 SPRAY NOZZLES 3.02 WATER CANNONS IX. TRADE: PERMANENT FENCING 1.0 INSTALL FENCE 2.0 INSTALL OATES 3,0 TO RAIL 4.0 DARllWtRE, 3·STRANDS X.
TRADE: PAINTING WORKS 1.0 NEW STRUCTURAL STEEL 2.0 OLD STRUCTURAL STEEL 3,0 NEW FLAT PLATES 4.0 SURFACE PREPARATION 4.01 IN TERMS OF WEIGTH 4.02 IN TERMS OF AREA 5.0 SAND PREPARATION
XI. TRADE: HEATING VENTILATING and AIR CONDITIONING 1.0 HACV PIPING 2.0 DUCK WORK INSTALL 3.0 DUCK WORK FAB. 4.0 PACKAGE UNIT AIR CONDITIONER 5.0 UNIT HEATER 6.0 FINNED CONVERTER 7.0 EXHAUST I<"A.N, PROPELLER 8.0 GRAVITY ROOF VENT 9.0 POWER ROOF VENT 10.0 ROUND ROOF VENT 11.0 PLUMBING PIPING XII. MISCELLANEOUS: 1.0 WATER STOP INSTALLATION 2.0 CAULINS-SLAB JOINT 3.0 ASPHALTING 4.0 GROirriNG and TOOL PLASTERING 5.0 WATER PROOFING RUBBERIZE 6.0 COPPER CLADDING ROOF DEC 7.0 WATER PROOFING FLINKOTE 8.0 DEMOLITION OF ADOBE WALL 9.0 PAINTING 10.0 COPPERWATERSTOP-CUT and SHAPE 11.0 COPPER WATER STOP-CUT INSTALLATION 12.0 SETTING ANCHOR BOLTS 13.0 SETTING ANCHOR BOXES
liiGH
AVERAGE
30.00 MHIEACH 10.00 MHIEACII
15.00 MHIEACH 12.00 MHIEACH 5.00 MHIEACII 4.00 MHIEACH
20.00 MHIEACH 20.00 MHIEACH 10.00 MHIEACH
10.00 MH/EACH 10.00 MH!EACH 5.00 MHIEACH
8.00 MHIEACH a:oo MHIEACH
2.00 MHIEACJI
1.00 Mil/EACH 5.00 MHIEACH
0.80 MHIEACH 4.00 MHIEACII
1.20 3.00 0.30 0.30
0,86 2.40 0.24 0.24
10,00 MHIEACH
2.40 6,00 0.60 0.60
MHIL.M. MHIL.M. MHIL.M. MHIL.M.
MHIL.M. MHIL.M. MHIL.M. MHIL.M.
4.00 Mil/EACH
MIIIL.M. MHJL.M. MHIL.M. MHIL.M.
20.00 MHtrON 1.10 MHIS.M. 0.64 MII/S.M.
10.00 MHtrON 0.55 MHlS.M. 0.32 MHIS.M.
8.00 MH/I'ON OA4 MHJS.M. 0.26 MHIS.M.
16.00 MHtrON 0.86 MHIS.M. 60.00 MHtrON
8.00 MHtrON 0.43 MHIS.M. 30.00 MHtrON
6.40 MHtrON 0.34 1-HI/S.M. 24.00 MHtrON
7.00 MH!L.M. 12.00 MH!S.M. 36.00 MHJS.M.
3.50 MHIL.M. G.OO MHIS.M. 18.00 MHIS.M.
2.80 MHIL.M. 4.80 MH/S.M, 14.40 MHJS.M.
48.00 24.00 10.00 16.00 14.60 48.00 16.00 7.00
24.00 12.00 5.00 8.00 7.30 24.00 8.00 3.50
MHIEACH MHIEACII MH!EACH MHIEACH MH!L.M. MHIEACH MHIEACH MHIL.M.
MHIEACH 19.20 MHIEACJI MHIEACH 9.60 Mil/EACH MHIEACH 4.00 MHIEACH MHIEACH 6.40 MHIEACH MHIL.M. 6.84 MHIL.M. MHIEACH 19.20 MHIF..ACH MHIEACH 6.40 MH!EACH MHIL.M. 2.80 MH!L.M.
1.34 MHIL.M. 0.40 MHIL.M. l.60 MH!S.M.
0.67 MHIL.M. 0.20 MHIL.M. 0.80 MUIS.M.
0,54 MH/L.M. 0,16 MHIL.M. 0.64 MII/S.M.
M~IIS.M.
MHts.M. MHIL.M. MHts.M. MH/CM. MH/S.M.
1.67 MH!S.M. 0.55 MHIS.M. 0.50·MHIL.M. 0.27 MHIS.M. 1.60 MHICM. 0.34 MH/S.M.
0.84 0.28 0.25 0,14 0.80 0.17
0,11 MHIL.M.
0.06-MHIL.M.
0.03 MHIL.M.
0.22 MHIL.M. 0.97 MH/Kg. 3.64 MH/CM.
0.11 MUIL.M. 0.49 MH/Kg, 1.82 MH/CM.
0,06 MHIL.M. 0,24 MH/Kg. 0.91 MH/CM.
3.34 I.lO 1.00 0.54 3.20 0.68
MHIS.M. MH/S.M. MIUL.M. MH/S.M, MIL'CM. MH/S.M.
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