Construction Labor Productivity in EgyptFull description
NEC Article 810 .
Organs & Symptoms Rate Book
Standard Productivity Rates - UAEFull description
LABOR PRODUCTION TABLE ITEM NO.
A.
B. C.
WORK DESCRIPTION
MANHOURS PER QUANTITY (M.H./UNIT) 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 ONLY FORMING AND SHORING WOOD WALL AND PARTITION
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
1.67 2.16 7.00 5.60
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
CORR GI SHEETS: 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
I.
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 WHEELING FINISHING CONCRETE POUR ON ELEVATED AND SHORED SLAB FORMING CHUTE & BUCKET PLACEMENT OF REBARS ON FOOTING FIELD FABRICATION OF REBARS 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 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 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
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.
L.M. L.M.
21.34 2.66
EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH PIPE PIPE PIPE
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
S.M. S.M. S.M. S.M. S.M. S.M.
28.00 12.00 140.00 1.20 1.40 5.40
PNEUMATIC APPLICATION GUNITE APPLY FINEBRICK OR BLOCK 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.
Q.
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 UNIT HEATER FINNED CONVERTER EXHAUST FAN PROPELLER GRAVITY ROOF PAINT POWER ROOF VENT ROUND ROOF VENT PLUMBING PIPING MISCELLANEOUS WATER STOP INSTALLATION CAULKING SLAB JOINT ASPHALTING GROUTNG AND TOOL PLASTERING WATER PROOFING RUBBERIZED
S.M. PC. S.M. S.M.
2.40 1.60 5.00 6.00
EACH EACH EACH
10.00 30.00 10.00
EACH EACH EACH
20.00 20.00 10.00
EACH EACH
2.00 10.00
L.M. L.M. L.M. L.M.
2.40 6.00 0.60 0.60
TON S.M. S.M.
20.00 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 L.M.
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
C. STEEL ERECTION FOR COMMERCIAL AND MILL BUILDING FRAME PREFAB SECTIONS, HIGHLY MECHANIZED OPERATION MANHOURS & EQUIPMENTHOUR PER TON ERECTED: MAN-HOURS AVERAGE
LOW
EQUIPMENT-HOURS LOW
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
35.00 31.11 35.00 32.94
13.33 11.91 10.77 12.27
9.66 8.62 7.78 9.18
13.75 12.22 13.75 12.94
MILL TYPE BUILDING: LIGHT FRAME MEDIUM FRAME HEAVY FRAME STEEL JOIST 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
TOOLS: 0.50 2.00 2.00 1.00 5.50
20 TON TOWER CRANE WELDING TRANSFORME CUTTING OUTFIT LOT TOOLS EQPT. DAYS
CARPENTRY TOOLS TOOLS HOUR
EQUIPMENT-HOURS AVERAGE HIGH 2.69 1.94 2.46 1.77 2.98 2.15
TOWER CRANE WELDING TRANSFORMER LOT TOOLS
4.00 16.00 8.00 28.00 TOOL HOURS
EQUIPMENT-HOURS AVERAGE HIGH
7.10 6.11 5.24 6.47
5.12 4.40 3.79 4.68
5.24 4.68 4.23 5.00
3.79 3.38 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 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)