183561354 Bechtel Manhours Scanned PDF

INTRODUCTION In the late 1950's and early 1960's, Bechtel accumulated a wealth of statistical data on labor performance in the Bay area from various SOCAL and Tidewater jobs. These statistics in total led to the establishment in the early 1960's of the "Bay Area Standards". Further refinement of this index led to the establishment of the "Refinery and Chemical Standards" in the early 1970's and their adoption as the current "BPI Standards" in 1982. These standards were reviewed and revised for errors, anomalies and changes in reporting practice in 1984, but he fundamental standard rates for each commodity remain essentially unchanged. Unless instructed otherwise by division management, all estimates will use the STANDARD UNIT MAN-HOURS detailed herein. Conversion of estimated standard man-hours to site man-hours, calculation of direct labor costs, and evaluation of field distributables to reflect sift and project conditions are not part of these standards. This section contains a part for each major commodity group (letter account) as follows: 1.

BPI Standard Man-hours

2.

BPI Code of Accounts

-

Metric

These define the scope chargeable to each major commodity group (letter account). The standards now incorporate an alternate method of estimating standard piping man-hours using detailed work operations derived from "Page & Nation" publications. These alternate piping standards should only be used where significantly greater precision is required (such as lump sum construction bidding).

INDEX

Letter Account Code

Commodit y Group,

Page 5.2

MAJOR EQUIPMENT

C D E F G K T

Columns and Pressure Vessels Tanks and Storage Facilities Exchangers Fired Heaters Pumps and Drivers Compressors and Drivers Special Equipment

3 8 10 12 16 18 20

OTHER DIRECT MATERIAL 22 L M N P Q R S X

Piping Structural Steel Insulation and Fireproofing Electrical Concrete Work Buildings Site Improvements Painting Other Area Directs: Scaffolding, Temporary Electrical Facilities and General Clean Up

.ATTACHMENT: Piping Standards by Work Operation

34 58 62 67 94 106 113

"C" COLUMNS AND PRESSURE VESSELS Erect Shop Fabricated Pressure Vessels

Fld. Lbr. Code E-10

Control Code C-11 Erect Shop Fabricated Pressure Vessels Columns, Reactors and Other Vertical Vessels Erection Weight (Tonnes)

100' Max. Height

150' Max. Height

Over150' Overall

Horizontal Vessels incl. Exchanger Shells

MAN-HOURS To

4.5 9.0 18.0 27.0 36.5 45.5 54.5 63.5 72.5 81.5 90.5 109.0 127.0 145.0 16 3. 5 181.5 Over 181.5

35 50 100 150 200 250 300 350 0 400 400 400 400 400 400

400 400 400

35 50 100 150 200 250 300 350 400 450 500

35 50 100 150 200 250 300 350 400 450 500

600

600

700 800 800 800 800

700 800 900 1,000 1,000

30 30 40 60 .80 100 120 140 160 180 200 200 200 200 200 200 200

- Erection weight must include Weight of any internals or external attachments installed prior to lift.

"C" COLUMNS AND PRESSURE VESSELS C-18 Rigging man-hours to be added to above when gin poles or derricks are used Unload, assemble, erect and dismantle, including deadmen, guys, load lines, hoists, etc. 136 272 544 136

Tonnes Poles Tonnes Poles Tonnes Poles Tonnes guy derrick

700 MH 2,000 MH 3,000 MH 3,000 MH

Shift poles between lifts without dismantling 136 Tonne Poles 272 or 544 Tonne Poles

200 MH/Move 500 MH/Move

Control Code C-1 I

Erect Field Fabricated Pressure Vessels Carbon Steel Shell Alloy Alloy or Alloy Clad Shell

C-16

Install Pressure Vessel Internals Internal Piping Trays - Bubble Cap - Valve (Flexitray, Ballast, Grid) - Sieve Mist Eliminator Pads Refractory Lining Welded Studs or Clips Castable Lining - to 50mm to 75mm Hexsteel Scaffolding inside vessel, if required Inert Packing (Rings, saddles, balls, etc.) Catalysts Glitch Grid

Fld. Lbr. Code E-10 60 MH/TONNE 110 / Fld. Lbr. Code 2-10 110 MH/TONNE 8.6 MH/SM 5.4 MH/SM 4.3 MH/SM 8.6 MH/SM

2.2 MH/SM 2.2 MH/SM 3.2 MH/SM 3.2 MH/SM 2.2 MH/SM* 7.0 MH/CM 7.0 MH/CM 14.1 MH/CM

4

Minimum 25 hours per packed vessel "C" COLUMNS AND PRESSURE VESSELS FIELD WELDING MAN-HOURS FIELD MH/LM FOR C.S. BUTT WELDS

MM 6 9 12 15 18 22 25

Plate Thickness (inches) (1/4) (3/8) (1/2) (5/8) (3/4) (7/8) (1)

50 (2) 64 (2 75 - ( 3 3 ) 100 (4)

Flat Plate in Horizontal Plane 2.95 4.43 5.08 5.74 6.89 7.22 7.54 10.17 13.12 19.35 5 27.55 48.54

Vessel Seam in Horizontal Plane 3.23 4.92 5.58 6.40 7.54 7.87 8.53 11.15 14.76 21.32 30.50 54.12

Vessel Seam Overhead in Vertical Plane Welds 3.61 5.53 6.40 7.22 8.53 9.18 9.51 12.79 16.40 24.27 34.44 60.68

Modifications to above unit man-hours: For alloy materials or clad plate multiply by 2. Pre-heating (where required) for C.S. or alloy materials - multiply C.S. Buttweld man-hours by 0.33. Local stress relief - Multiply C.S. Buttweld man-hours by 1.50. Radiographic inspection - to 25mm plate allow 3.28 MH/LM. Radiographic inspection - over 25mm plate allow 4.92 MH/LM. g Flame cutting C.S. plate - multiply C.S. Buttweld man-hours by 0.30 Alloy plate - multiply C.S. Buttweld man-hours by 0.60

5

4.92 7.38 8.53 9.51 11.48 12.14 12.46 17.06 21.98 32.47 7 45.92 81.34

"C" COLUMNS AND PRESSURE VESSELS Example: 25mm Seam weld by 3.05mm dia 5 CR vessel prior to lift. Weld requires beveling (both edges) pre-heat, post-heat, x-ray. Flame cutting Pre-heat Buttweld Local Stress Relief Radiographic Inspection

9.58 LM x 2 at x 9.51 x 0.60 109 9.58 LM x 9.51 x 0.33 30 9.58 LM x 9.51 x 2 182 9.58 LM x 9.51 x 1.50 137 9.58 LM x 3.28 31 489 Allow 500 MH's

Includes columns, reactors, regenerators and unfired pressure vessels and kilns, including all trays, liners, lining, packing or other internals. Includes 

Field assembling and welding.



Stress relieving and radiographing. (Radiography normally subcontracted).



Vessel dryout, including oven.



Handling, erection and dismantling of poles, hoists, derricks and deadmen. Alteration of crane booms, etc., for lifts. Special roadwork, bridges, power line protection, dunnage, etc., necessary for vessel erection.



Scaffolding labor required for field assembly of columns/vessels.



Vessel davits.



Vessel insulation rings and platform clips. (Normally welded in shop).



Trays, rachig rings, pea gravel and other internals or packing.



Catalyst storage hoppers/bins.



Interior vessel refractory and insulation. (Normally subcontracted)



Testing and inspection.



Plumbing, shimming and grouting of columns/vessels.



Installation of Catalysts and Chemicals. (normally by client). "C" COLUMNS AND PRESSURE VESSELS

Excludes 

Equipment rentals other than subcontract.



Scaffolding for external painting or insulation of vessels.



Platforms, ladders or handrails.



Catalyst handling equipment.



Fireproofing studs if field installed.



Tankage, spheres and spheroids.



Painting and external insulation.



Foundations.



Exterior fireproofing mesh, brick, gunite, etc.



Instruments except where purchased with vessel.



Material cost of water for testing. (Include in Account 73.40 Purchased Utilities).

"D" TANKS Erect Shop Fabricated Tanks

Fld. Lbr. Code D-20

Control Code D-20 Allow 2.2 MH/Tonne (minimum 20 MH/Tank) Erect Field Fabricated Tanks (Almost always subcontracted) Atmospheric Tanks - Floating Roof, Cone Roof, Dome Roof Open Roof

Allow 11 MH/Tonne

Spheres

Allow 27.5 MH/Tonne

Refrigerated Atmospheric Tanks (LNG, NH3, etc.)

Allow 1.25 MH/CM

Including insulation, refrigeration equipment, controls, and excluding foundation, piping and electrical connections. Note: 1 Tonne of Liquid NH3 Tonne of LNG 1 Tonne of Water

= 1.47 CM1 = 2.33 CM = 1.0 CM

Includes atmospheric tanks, spheres and spheroids, including appurtenances. Includes 

Field assembling and welding. (Normally subcontracted).



Stress relieving and radiographing. (Radiography normally subcontracted).



Alterations of crane booms, etc. for lifts.



Scaffolding labor required for field assembly of tanks.



Davits.



Insulation rings.



Internal linings or painting such as rubber, bitumastic, cement, coal-tar enamel, etc.

8

"D" TANKS 

Testing and inspection.



Plumbing, shimming and grouting.

Excludes 

Equipment rentals other than subcontracts.



Scaffolding for external insulation or painting.



Platforms, ladders and handrails unless furnished with tank. (Normally are supplied with tanks).



Instruments unless furnished with tanks.



Heaters of mixers unless furnished with tank.



- Tank

drains (see "S") unless furnished with tank.



Painting and external insulation.



Foundations including ring walls, sand/rock pads, piles.



Dikes.



Cost of test water



Tank gauging system



Concrete tanks, sumps or basins.

9

"E" EXCHANGERS Control Code Fld. Lbr. Code E-30 Allow 2.2 MH/Tonne

E-31 Shell and Tube Exchangers Erection of I shell -Minimum 20 MHS/Shell Maximum 200 MHS/Shell If weight is not available, estimate at 39 9 KG/CM. (Example; 500 SM shell, 19.5 Tonnes, 43 MHS) Double Pipe Exchangers (also called fintubes or U-tubes)

Allow 5 MH/Section

E-32 Air Coolers Completely shop assembled, including shop installations of fans and drivers.

Allow 11 MH/Tonne

Partially shop assembled into half-sections with fans and drivers shipped loose

Allow 16.5 MH/Tonne Plus 50 MH/Fan

Completely field assembled

Allow 22 MH/Tonne Plus 50 MH/Fan

Winterized Air Coolers or "Combinaires" - Use above man-hours. Added weight of these units will generate sufficient added man-hours. Note: If weights are not available, estimate as follows: Regular Air Coolers - Allow 3.9 KG/ESM (ESM = Extended square meters of heat transfer area). Winterized Air Coolers or "Combinaires" -

Allow 5.86 kg/ESM

If number of fans is not available, estimate at I Fan per 2323 EM2 E-33 Cooling Towers (Generally subcontracted)

Allow 0.045 MH/CMP

Tank Heaters Bayonet type - estimate installation as a shell and tube exchanger. Pipe Coils - Allow for installation of 22 MH/Tonne, plus any necessary

10

buttwelds at 0.04 mm/dia.- MM "E" EXCHANGERS

CE-34 Box Cooler Completely Shop Assembled

Allow 22 MH/Tonne

Partially Shop Assembled Assembles Steel Shell 55 MH/Tonne Place and Connect Coils 27.5 MH/Tonne Concrete Lining, if required 2.2 MH/SM Includes non-fired heat transfer equipment such as tubular exchangers, condensers, deareators, reboilers. box cooler, fin-fan air coolers and cooling towers. Includes 

Spare gaskets and test jibs.



Tank heaters unless furnished with tank.



Cooling tower fans and fan drivers.



Exchanger stacking spacers.



Vacuum equipment furnished with condenser.



Alteration of crane booms, etc., for lifts.



Testing and inspection.



Plumbing, shimming and grouting.

Excludes 

Cooling tower basin, electrical hook-up, pumps, chemical treatment facilities.



Heat exchangers furnished with compressors or other equipment.



Vent and drain valves.



Tube bundle Pulling facilities.



Foundations.

11

0

Insulation and painting. "F" FIRED HEATERS

Control Code F-40 Shop Assembled Heaters (Generally under 20 mm BTU/HR) Allow for unloading and erection

Fld. Lbr. Code E-40 22 MH/Tonne Minimum 100 MHS

Also allow the required labor operations, such as setting stack, using man-hours discussed below. Field Assembled Heaters Estimate in sequence of erection, as follows: Erect Structural Steel Frame (May not be required where casing supports load) Erect Steel Casing - Radiant Section

38.5 MH/Tonne 66 MH/Tonne

3.Firebrick 3

Place

if required, floor and walls

Place Castable Refractory, floor and wall studs or other support 50mm Lining 75mm Lining 5

0,06 MH/each 2.2 MH/SM 2.2 MH/SM 3.2 MH/SM

Install Radiant Tube Supports (If no weight provided, allow 50 LB/Radiant Tube)

55 MH/Tonne

Place Radiant Tubes

7 MH/each

Roll Tubes into Headers, if required

2 MH/connection1

Make necessary Butt Welds on Radiant Tubes MH + 0.02 MH/D-MM

Carbon Steel - per Weld (D-I = Diameter inch) Alloy - per Weld

2 MH + 0.04 MH/D-MM

12

"F' FIRED HEATERS

Local Stress Relief- if required, per Weld 3 MH + 0.01 MH/D-MM 4 MH + 0.015 MH/D-MM

Carbon Steel Alloy 10.

Place Roof Refractory - Brick or Castable

10.76 MH/SM

11.

Set Convection Section, if shipped Shop - Assembled

11 MH/Tonne

Install Convection Section, if shipped Unassembled

Using man-hours from 1 thru

13.

Place Ductwork or breeching

Using man-hours from 2 and 4

14.

Weld stack, if required

Allow 6.6 MH/LM Minimum 100 MH/Weld

15.

Place Castable lining in stack, if required.

12.

Using man-hours from 4

16.

Erect steel stack

Using appropriate man-hours from vertical vessel standards

17.

Assemble and install access steel

49.5 MH/EA.

18.

Install burners

5 MH/Tonne 20 MH/each

19.

Install burner piping, if furnished by heater vendor -

gas only oil or gas & oil

Allow 1.64 MH/LM

Install Catalyst in - Radiant Tubes (Special situation in reforming furnaces) -

Allow 20 MH/Tube

Concrete Stacks Concrete Shell

7.8 MH/CM

Brick Lining

1.29 MH/SM

13

Steel Liner - Estimate as a Field Fabricated pressure vessel "P FIRED HEATERS

Comments on Heaters Quotes must be read very carefully. An assembly operation not listed by vendor will not be included in the vendor's quote. Refinery and Chemical Engineering Form 47 - "Fired Heater Erection Cost Data Sheet" should accompany each vendor's quote. The quote, together with Form 47, should provide all the quantities required by this section of the estimating standards. If weights are not available, comparison should be made to other quotes or historical data. The data tabulated in this section pertains primarily to vertical refinery heaters. The method should be valid for box heaters and industrial boilers. Includes fired heaters, CO boilers, steam boilers, flare stacks, (including steel frame and casing), tubes and headers, burners. setting, stacks and flues, air pre-heaters, draft fans and drivers. I

Includes 

Plumbing, shimming and grouting.



Roofing and siding. (Normally subcontracted).



Flare stack ignition tip.



Refractory and insulation (setting). (Normally subcontracted).



Stack and duct lining. (Lining normally subcontracted)



Scaffolding labor required for assembly of heater.



Stress relieving, radiographing. (Radiography normally subcontracted)



Testing (Magnafluxing, hydro, air).



Erection or start-up supervision by vendor.



Soot blowers, excluding piping and electrical).

14

"F" Excludes 

Platforms, ladders and handrails unless furnished with heater.



Instruments unless furnished with heater.



Foundations.



Painting and external insulation.



Burner piping unless furnished with heater.



Fireproofing.



Electrical

15

FIRED

HEATERS

"G" PUMPS AND DRIVERS Control Code G-51

Fld. Lbr. Code E-50

Pumps and Drivers: Driver KW Under 7 3.7 to 75 75 to 149 149 to 224 224 to 298 298 to 373 373 to 448 448 to 522 522 to 597 597 to 671 671 to 746 Over 746

MH/Pump 25 75 100 150 200 250 300 350 380 410 450 500

Note: If a pump has two drivers, such as a motor plus a power recovery turbine, add 70 to the MH/Pump tabulated above., Where the driver horsepower or the pump brake horsepower is not available, use the following data: Pump KW = CMPH x TDH x SG 367 x E Where: CMPH TDH SG E

Cubic Meters/Hour Total Differential Head, in Meters Specific Gravity Pump Efficiency (use 60%)

Driver KW Driver KW

Pump KW x 1.0 for Turbine Pump KW x 1.1 for Motors, rounded to nearest standard rating

Includes all pumps and their motor, turbine and engine drivers.

16

"G" PUMPS AND DRIVERS Includes 

Rotation Checks



Coupling guards



Packing and gaskets



Shimming and grouting



Lagging if furnished with pump or driver



Pump bases



Testing and inspection

Excludes 

-

Pumps and drivers furnished with compressors or other equipment.



Trim or hook-up piping, unless supplied with the pump or driver.



Electrical connection and starters.



Foundations



Insulation and painting.

17

"K"

COMPRESSORS AND DRIVERS

Control Code K60

Fld. Lbr. Code E-60

Compressors and Drivers: Compressor

KW Range

Driver

Standard MH's

Reciprocating Reciprocating Reciprocating Reciprocating Reciprocating Reciprocating Reciprocating Reciprocating Reciprocating Centrifugal or Axial Centrifugal or Axial Centrifugal or .Axial Centrifugal or Axial Centrifugal or Axial Centrifugal or Axial Centrifugal or Axial Centrifugal or Axial Fan Fan

Motor Motor Motor Motor Stm. Turbine Stm. Turbine Stm. Turbine Stm. Turbine Integral Gas Engine Motor or Stm. Turbine Motor or Stm. Turbine Motor or Stm. Turbine Gas Turbine Gas Turbine Gas Turbine Gas Turbine Gas Turbine Motor or Stm. Turbine Motor or Stm. Turbine

to 75 75 to 746 746 to 3730 over 3730 to 75 75 to 746 746 to 3730 over 3 73 0 All to 746 746 to 7460 over 7460 to 746 746 to 3730 3730 to 7460 7460 to 14920 over 14920 7.5 to 746 over 746

300/Compr. 1000/Compr. 3000/Compr. 7000/Compr. 400/Compr. 1200/Compr. 4000/Compr. 8000/Compr. 1.1/KW 1000/Compr. 4000/compr. 6000/Compr. 1000/Compr. 3000/Compr. 5000/Compr. 7000/Compr. 8000/Compr. 400/Fan C.55/KW

Note: All standard man-hours based on compressor KW, not on driver KW. Includes all compressors, blowers, fans and their drivers. Includes 

Exchangers, tanks, pumps and drivers, piping, instruments and electrical when furnished with compressors, gears or drivers.



Pickling and flushing of auxiliary piping, when piping furnished with compressors or drivers.



Rotation checks.



Coupling guards.

18

"K" COMPRESSOR AND DRIVERS 

Packing and gaskets.



Charging oil and filters.



Shimming and grouting.



Lagging and lagging installation if furnished with compressor or driver.



Testing and inspection.



Erection and start-up supervision by vendor.



Pulsation dampeners, intake hoods, silencers, intake and exhaust ducts.



Suction and discharge bottles.

Excludes 

-

Foundations.



Insulation and painting.



Building ventilators.



Electrical connections and starters.



Trim and hook-up piping other than furnished with compressor.

19

"T" SPECIAL EQUIPMENT Control Code

Fld. Lbr. Code E-70

T-71 Material Handling Equipment T-72 Packaged Units T-73 Physical Processing Equipment T-74 Vacuum Equipment T-75 Raw and Waste Water Treatment T80 Processing Media T-90 Miscellaneous Field Purchase Material For normal Refinery/Chemical fluid processing plants, estimate man-hours thus: Shop assembled equipment Field assembled equipment

22 MH/Tonne 66 MH/Tonne

Comments: - The us of MH/S Mat. I should be avoided if possible. WeightIncan usually be estimated from vendor's proposal or by comparison to similar equipment on other projects.

For solid processing plants, with a significant amount of solid handling equipment (conveyors, bucket elevators, etc.), analysis of Historical Cost Data must be made to determine suitable unit man-hours for each type of equipment. Electrical turbine-generator erection man-hours, for machines under 50,000 KW, can be estimated using standard man-hours for centrifugal compressors. Includes all cranes, hoists, trolleys, material handling equipment, filters, grinders, centrifuges, electric power generators and drivers, scales, baggers, material dryers, mixers, etc., including their drivers. Includes 

Special package systems.



Elevators not in a building.



Erection and start-up supervision by vendor if required.



All major vacuum equipment, etc.

20

"T" SPECIAL EQUIPMENT Excludes 

Machine tools and laboratory equipment within refinery buildings.



Monorails and building service cranes, hoists, etc.



Structures and foundations supporting this equipment.



Elevators within a building to be charged to .14 "R" Accounts.



Vacuum equipment furnished with condenser.



All major vacuum equipment (i.e., - ejectors, vacuum pumps, and exhausts). Minor vacuum specialties are included with piping specialties.

21

"Y'INSTRUMENTS GENERAL Includes The installing, supporting, testing and calibration of instruments used for the purpose of controlling, measuring, observing, indicating or recording process and utility variables in the permanent plant facilities. This instrumentation system may be electronic and/or pneumatic. It also includes the instrument air supply piping from the first block-valve of an air header to the instruments and weatherproofing (except steam tracing and insulation) of these instruments to ensure satisfactory operation, regardless of climatic conditions. Excludes The installation and supporting of conduit and wire, steam tracing, insulation, steam and tracing piping to instrument shelter heater, coils, instrument Air Headers (sub headers are included in this account), and instruments supplied as an integral part of a piece of equipment. Control Code J-01 J-1 I J-12 J-14 J-16 J-18 J-19 J-21 J-22 J-26 J-31 J-32 J-41 J-44 J-50 J-60 J-71 J-72 J-73 J-74

Fld. Lbr. Code Prefabricate instrument supports (labor only) Field mounted receivers, controllers Field mounted flow instruments Field mounted level instruments Field mounted pressure instruments Field mounted temperature instruments Miscellaneous field mounted instruments Main control panel and rack Main panel instruments and control systems Process control computer Local control panels Local panel mounted instruments Control valves (material only) Relief valves (material only) Instrument shelters Analyzers and package control systems Single tubing (pneumatic transmission) Multitubing )pneumatic transmission) Raceway and tray Instrument air subheader (labor only)

22

J-01 J-09 J-10 J-10 J-10 J-10 J-10 J-21 J-22 J-31 J-32

J-50 J-60 J-71 J-72 J-73 J-74

"J" INSTRUMENTS J-75 J-81 J-82

Installation and support materials (material only) Loop check (labor only) Calibration and testing (labor only)

J-01 Prefabricate Instrument Supports (Labor only)

J-81 J-82 Fld. Lbr. Code J-01

Note: Direct field labor costs for on-site prefabrication and pre-assembly of bulk materials are charged to cost accounts in the series 00 to 09 for the particular letter category (e.g., J-01, On-Site Fabrication of Instrument Strands). Excludes hours to install (with J-1*). Prefabrication and Assembly

Unit

Man-hours

Fabricate Strong Backs

EA.

Incl. W/Piping Fabrication and Installation

Fabricate Pipe Strands

EA.

12.0

Fabricate Pipe Saddles

EA,

6.0

Fabricate Seal Pots

EA.

9.0

J- I I Install Field Mounted Instruments

Fld. Lbr. Code J-10

Includes Labor for installing and supporting all field mounted instruments including any piping, tubing, fittings, etc., necessary to connect an instrument to a process or utility variable. (This material is normally itemized on the "Instrument Installation Details"). Identification and tagging of instruments. Excludes Installation labor for control and relief valves (L account), the first block valve on a process or utility stream or vessel (E or L account), pneumatic signal transmission tubing (J-22 and J-71 accounts, instrument air subheader piping (J-74 account), main and local control panel mounted instruments (J-22 account), electrical wiring (P account), other installation material (J-70 account) and electrical instruments in the motor control center or switchgear areas.

23

Testing, Inspection and calibration of field instruments and instrument connection piping (J-80 account). "J" INSTRUMENTS Instrument Installation Field Major Vendor Floe-

Unit

Man-hours

EA. 24.00 Transmitters, Controllers,, Indicator, Recorders E or P

Level Pressure Indicator, Recorders E or P

EA.

18.0

Temperature Indicator, Recorders E or P

?EA.

5.0

Note: When insulated and traced tubing is used for process connections add 20% to above man-hours for flow, level and pressure instruments only. Fld. Lbr. Code J

Unit

Description

Man-hours

J-12 Instrument Installation - Flow Instruments

Orifice Plates (Flgs. and meter runs "L" Acct.)

EA.

3.0

EA.

3.0

Flow Switches Target Type

EA.

4.0

Flow Switches D/P Type

EA.

24.0

Pitot Tubes

EA.

6.0

Flow Tubes and Venturis (In "L" Account) Rotameters and Sight Glasses (Sight Glass "L" Account) Magnetic Flow Meters (In "L" Account) Turbine Meters in "L" Account

24

"J" INSTRUMENTS J-14 Level Instruments Displacement Level Instruments Ext. Cage

EA.

23.0

Displacement Level Instruments Internal Displ.

EA.

8.0

Float Level Switches

EA.

18.0

Capacitance Level Instruments

EA.

10.0

Gauge Glasses

EA.

16.0

Tank Gauges

EA.

20.0

Boiler Sight Glasses

EA.

10.0

Water Columns

EA.

27.0 J-16

Pressure Instruments Pressure Gauges

EA.

2.0

Draft Gauges (Incl. Tubing)

EA.

47.0

Differential Pressure Gauges

EA.

24.0

Differential Pressure Switchers

EA.

8.0

Note: When diaphragm seals, siphons or dampeners are used with above instrument add one hour to above man-hours.

25

"J" INSTRUMENTS Fld. Lbr. Code Description

Unit

Man-hours

J-18 Temperature Instruments

J-10

Thermocouple, Assemblies and Wells

EA.

2.0

Reactor Thermocouples

EA.

15.0

Dial Thermometers and Wells

EA.

2.0

Remote Thermometers

EA.

5.0

Temperature Switches

E.A.

5.0

J-19 Miscellaneous

J-10

Solenoid Valves

EA.

3.0

Misc. Relays

EA. 3.0 J-21 Control

Panels Includes Labor to handle the main control panel section (unloading, moving to control house, un-grating), setting, bolting sections together, installing filler sections and console desks. Control House Panels and Unit Man-hours Panel Mounted Instruments

Unload Panel board from truck, skid into position and set on foundation Note:

Unit

Man-hours

LM

9.8/LM

If control panel is shipped in sections add for each unit connection 4.0 man-hours. Console Desk

EA.

26

4.0

"J" INSTRUMENTS J-22 Panel Mounted Instruments

Fld. Lbr. Code J-22

Includes Field labor to install the instruments on the panel or mounted in racks behind the panel. Field labor to connect panel instruments to the panel, bulkheads, terminal strips and air header. Note: If adding new cut out and hook-up add 8.0 man-hours. Excludes Labor to connect electrical wire from the field to the board and terminal strips from both pneumatic and electronic systems (P account). Labor to connect instrument leads at the panel bulkhead connectors for pneumatic signal transmission to and from the field instruments. (Single tubing, J-71 account, multi-tubing, J-72 account.)

Panel Mounted Instruments (Face of Panel) J-26 Process Computer

Unit

Man-hours

EA.

4.0 Fld. Lbr. Code J-26

Includes Labor to handle the main section (unloading, moving to control house, un-crating), setting, bolting sections together, installing filler sections and console desks. 0

Setting of auxiliary equipment such as key punch machine, decollator, etc.)

Process Computer - Set in Place

Unit

Man-hours

EA.

60.0

Excludes Labor to connect electrical wire from the field to the computer (P account).

27

Any equipment required to maintain a suitable environment n the computer room (R Account). "J" INSTRUMENTS J-31 Local Control Panels

Fld. Lbr. Code J-31

Includes The material and labor for furnishing and installing local control panels. Note: Some local panels are small in size such as 0.6M High x 0.6M Wide. For this type of local panel allow 4 man-hours each. Excludes Labor to connect pneumatic signal transmission tubing from field instruments to terminal bulkheads (with J-71 or J-72) and the labor to connect electronic or thermocouple wire from field instruments to their terminals (with P-33).

- Local Control Panels

Unit

Man-hours

LM

9.8/LM

J-32 Local Panel Mounted Instruments

Fld. Lbr. Code J-32

Includes The material and labor cost for furnishing and installing instruments and other control devices associated with local panels. Normally installed by panel vendor.

Local Panel Mounted Instrument

Unit

Man-hours

EA.

4

Excludes The labor to connect Pneumatic signal transmission tubing from field instruments to terminal bulkheads (with J-71 or J-72) and the labor to connect electronic or thermocouple wire from field instruments to their terminals (with P-33). If installed in field use 6-8 man-hours each. J-50 Instrument Shelters

Fld. Lbr. Code J-50

Includes

28

Labor for Pre-assembling and installing instrument housing or shelter of the heated or unheated type. "J" INSTRUMENTS Excludes Labor for steam tracing (L-10 account) and insulation (N-30 account) of instruments and instrument connection lines or general requirements for outdoor equipment or piping (N-30 account). Steam supply and condensate return piping and the instrument shelter heater coils (L-10 account). Weather Conditioning

Unit

Man-hours

Instrument Shelters - Walk-in type

EA.

60.0

Instrument Enclosure

EA.

4.0

Heated Shelter

EA,

10.0

J-60 Analyzers and Package Control Systems

Fld. Lbr. Code J-60

Includes Labor to install all parts of instrument systems purchased as a unit (Boiler, Control System, etc.). Instruments identified on the P&ID as one instrument, but which actually consist of several instruments, i.e., density analyzer, chromatograph, moisture analyzer). These instruments may be mounted on a separate local panel with a separate recorder on the main control panel. This local panel with all the instruments is still considered as a package and included in this account. Excludes Installation labor for instruments or systems forming an integral part of a piece of equipment (i.e., compressor controls). Package Control Systems

Unit

Man-hours

Analyzers - w/sampling conditioning systems

EA.

250.0

Analyzers - Portable type such as pH analyzers

EA.

10.0

29

Boiler Control System

SYST. "J" INSTRUMENTS

Treat as a normal estimate, count instruments and apply unit man-hours per instrument, and compile total man-hours for this package. Other Package Controls -Allow 25 Man-hours/ $1,000.00

SYST.

Note: 25 man-hours/$1,000.00 is not standard. This allowance depends on type of system, escalation, etc. J-71 Single Tubing

Fld. Lbr. Code J-71

Includes Labor to install and support all pneumatic signal transmission single tubing, including connectors, fittings and cut-off valves. Labor to connect single tubing to the control panel bulkheads when no multitube bundles are used for connecting the field mounted instruments to the control panels.

Single Tubing - Pneumatic Transmission (Copper and Plastic)

Unit

Man-hours

LM

0.98/LM

Excludes Labor to test and inspect single tubing (J-80 account). Labor to install the tubing to connect an instrument to a process or utility variable Q-X account). Labor to connect single tubing to the control panel bulkheads when all or part of the lead-in to the control panel is made with multitube bundles (J-72 account). J-72 Multitube and Junction Boxes Includes Installation labor of all multitube bundles transmitting pneumatic signals, including connectors and Junction boxes.

30

Labor to connect single tubing and multitubing to the control panel bulkheads, when all or part of the lead-in to the control panel is made with multitude bundles. "J" INSTRUMENTS Excludes Multitude supports unistrut or other (J-73 account). Single tubing, installation (J-71 account). Multitude and Junction Box

Unit

Man-hours

Multitube

LM

1. 64/LM

Connections

EA.

1.0

Junction Box

EA.

4.0

J-73 Raceway and Tray Includes Supports specifically for single tubing (J-71 account). Raceway cable tray for thermocouple and other instrument wire in electronic systems (P account). J-74 Instrument Air Subheaders Includes Labor for installing and supporting instrument air subheader piping. Excludes Labor for testing and inspection of instrument air subheader piping (J-82 account). Labor for installing the first block valve on the main instrument air header (L account). Labor for installing the instrument air piping to an instrument after the first block valve on the instrument air subheader (J-X account). Instrument Air Subheader

Unit

Man-hours

Galvanized Pipe 1" and under

LM

1.64

31

Galvanized Pipe 2" and up

LM

1.97 "J" INSTRUMENTS

J-81 Loop Check Includes the labor necessary to ensure that: a)

all instruments perform their intended function.

b)

all components are properly connected.

C)

all components respond correctly.

Also Includes testing and inspection of instrument air subheader and connection lines. Unit - Loop Check

Man-hours

EA.

4.0

Testing of instrument air subheader

CM

0.13

Testing instrument connection lines

CM

0.13

Testing thermocouple leads

EA.

1.0

Alarm loops

EA.

1.0

J-82 Calibration and Testing

Fld. Lbr. Code J-82

Includes Labor necessary for testing and inspection of instruments. Calibrating instruments, testing of relief valves (test set pressure) and pneumatically stroking control valves. Excludes Labor for correcting "moan lists" resulting from P&ID checks, testing and calibration. (See respective "J" installation account). Test and Calibration

Unit

32

Man-hours

Field Instruments

EA.

4.0

Panel Instruments

EA.

4.0 "J" INSTRUMENTS

Control and Relief Valves

EA.

4.0

Analyzers (may vary with type)

EA.

25.0

Note-. In definitive estimates use above unit rates. In conceptual estimates use allowance of 12% of other 'Y man-hours. (Y-10) Instrumentation Scaffolding That portion of the scaffolding man-hours (Y 10) attributable to instruments may be estimated at:

or

0

3% of total 'J' man-hours.

o

4% of total 1' man-hours, excluding J21, J22, J26 and J60.

33

"L" PIPING GENERAL Includes The following is a list of piping systems that belong in the "L" Account. (1)

All process piping (above ground and below ground).

(2)

Ml utility piping (air, water, steam including instrument air header).

(3)

All vessel and pump trim piping (vents and drains including strong backs and bridles).

(4)

Steam tracing (piping, instrumentation and in some cases, vessel tracing).

(5)

Fire protection systems.

Excludes The following, is a list of piping systems that belong in the other Accounts. "J" Account Instrument Air Sub-header Instrument tubing "S" Account (1) (2)

Sewers (incl. Oily water storm and sanitary sewers) Surface Drainage "R" Account

(1) (2)

Building Plumbing Heating and Ventilating Piping

A supplemental method using work operations is included - See Attachment A. L011 Field Fabricate C.S. Pipe - 50mm and Smaller

Fld. Lbr. Code L-01

Includes the direct labor associated with on-site shop fabrication of all 150mm and

34

smaller carbon steel pipe for installation above ground and under ground.

"L" PIPING Size

MH/LM

mm (inches) 12 (1/2") 18 (3/4") 25 (1") 38 (1 '/2") 50 (2")

0.85 0.89 0.95 1.12 1.28

Excludes the labor to deliver the material to the fabrication area, and the delivery of the fabricated items to a storage area or point of installation (with Code L-99). L-012 Field Fabricate C.S. Pipe - 64mm and Larger

Fld. Lbr. Code L-02

Includes the direct labor associated with on-site shop fabrication of all 65mm and larger carbon steel pipe for installation above ground and under ground, including fire hydrants if applicable. Excludes the labor to deliver the material to the fabrication area, and. the delivery of the fabricated items to a storage area or point of installation (with Code L-99). Field Fabrication* - Carbon Steel Piping Normal Wall (under 38mm thick) Size mm (inches) 75 (3") 100 (4") 150 (6") 200 (8") 250 (10") 300 (12") 350 (14") 400 (16") 450 (18") 500 (20") 600 (24")

Heavy Wall (38mm & over thick)

LMH/LM

Size mm (inches) 75 (3") 100 (4") 150 (6") 200 (8") 250 (10") 300 00 (12") 350 (14") 400 (16") 450 (18") 500 (20") 600 (24")

1.54 1.80 2.36 2.79 3.21 3.64 4.00 4.40 4.69 5.25 6.23

35

2.30 3.08 4.72 5.58 6.43 7.28 8.00 8.79 9.38 10.50 12.07

* Use work operation method and man-hour standards if details available. "L" PIPING L-021 Field Fabricate Alloy Pipe - 50mm and Smaller

L-03

Includes the direct labor associated with on-site shop fabrication of all 50mm and smaller alloy pipe for installation above ground and under ground. Excludes the labor to deliver the material to the fabrication area, and the delivery of the fabricated items to a storage area or point of installation (with Code L-99). L-022 Field Fabricate Alloy Pipe - 64mm and Larger L-04 Includes the direct labor associated with on-site shop fabrication of all 64mm and larger alloyi pipe for installation above ground and under ground.

Use C.S. piping field fabrication man-hour standards in conjunction with field fabrication multipliers for all alloy piping fabrication. Field Fabrication Multipliers Material Classification - Group Numbers Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

0.50% Moly to 1.50-2.00 Chr. 1.75-2.25% Chr. To 4.00 - 6.00% Chr. 6.00 - 8.00% Chr. To 10.00-15.00% Chr., 3.5% Nickel Stainless Steel Types 304, 309, 310, 316 Copper, Brass, Everdur ASTM A-333-GR1 *,- GR4, GR9* Hastelloy, Titanium 99% NI Stainless Steel Types 321 & 347, CU-NI, Monel, Inconel, Incoloy, Alloy 20 Aluminum

Multiplier 1.7 2.0 2.4 2.0 2.0 2.0 3.0 2.4 2.7

Where standard carbon steel welding procedures and filler metal can be used, alloy multiplier will not apply. Excludes the labor to deliver the material to the fabrication area, and the delivery of the fabricated items to a storage area or point of installation (with code L-99).

36

"L" PIPING L-05 Field Fabricate Specialty Piping Includes the direct labor associated with on-site shop fabrication of all specialty piping. Excludes the labor to deliver the material to the fabrication area, the delivery of the fabricated items to a storage area or point of installation (with Code L-99)

Unit Rates to be established on a job by basis

L-09 Fabricate Pipe Hangers and Supports Includes the on-site fabrication of all above ground pipe hangers and supports (e.g., brackets. braces, shoes, etc.) made from structural steel shapes.

Unit Rates to be established Excludes the labor to deliver the material to the fabrication area, and the delivery of on a job by job basis. the fabricated items to a storage area or point of installation (with Code L-99) L-1 14 Install A/G C.S. Piping - 50mm and Smaller

Fld. Lbr. Code L-11

The installation of 50mm and smaller A.G. carbon steel piping, both straight run and spooled, includes the labor to cut straight run pipe to length, threading, erecting, welding and/or bolts-ups, and the installation of control and relief valves, the installation of piping specialties, and all hangers and supports associated with said piping. Also includes all labor expended in correcting "moan lists" resulting from P&ID checks and the repairing of defects detected by testing and inspection activities. Above ground mm (inches) 12 ( 1/2") 18 (3/4") 25(]) 50 (2") 50 (2-)

Erection MH/LM

1.94 2.00 2.07 2.16 2.23 0.92

Excludes labor for the delivery of pipe, fittings and valves from their original storage/warehouse location to the area of installation (with Code L-99), the installation of instrument air sub-header piping (with Code J-74) and the installation of steam tracing leads (with Code L-80). Also excludes the installation of piping furnished with equipment (e.g., lube and/or seal oil piping

37

furnished with a compressor). The installation of this material will be included with the control code which covers the item(s) of equipment with which the piping was supplied.

"L" PIPING Install A/G C.S. Piping - 64m and Larger The installation of 64mm and larger over ground carbon steel piping includes the labor to cut straight run piping to length, bevel, line-up, tack, weldout and/or bolt up all connections including the installation of control and relief valves, and other valves, in line specialties, all labor expended in correcting "moan lists" resulting from MID checks, and the repairing of defects detected by testing, and inspection operations. The installation operations will be segregated between straight run and spooled piping by size groupings as follows: Control Code

Fld. Lbr. Code

L-122

Install Straight Run A/G Piping 64mm to 150mm

L-12

L-12 3

Install Straight Run A/G Piping 200mm to 300mm

L-13

L-124-

Install Straight Run A/G Piping 350mm to 600mm

L-14

L-125

Install Straight Run A/G Piping 650mm & Larger

L-15

L-126

Install Spooled A/G Piping 64mm to 150mm

L-16

L-127

Install Spooled A/G Piping 200m to 300mm

L-17

L-128

Install Spooled A/G Piping 350mm to 600mm

L-18

L-129

Install Spooled A/G Piping 650mm & Larger

38

L-19

"L" PIPING Install Carbon Steel Piping - On Plot (and complex off-plot) Man-hours/LM (above ground) Normal Wall (Under 19mm Thk.) Size mm (inches) 75 (3") 100 (4") 150 (6") 200 (8") 250 (10") 300 00 (12") 350 3 5 0 (14") 400 (16") 450 (18") 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1500 (60")

Rack 1.02 1.08 1.54 1.87 2.76 3.31 3.80 4.56 4.76 5.25 5.90 6.89 7.87 8.86 9.84 11.81

Spooled 2.49 2.95 3.38 3.97 4.23 4.40 4.59 4.79 4.99 5.25 5.90 6.89 7.87 8.86 9.84 11.81

39

Heavy Wall

Rack 1.05 1.21 2.03 2.39 4.13 4.62 5.02 7.68 8.07 8.50 11.02 12.89

Spooled 3.31 3.94 4.46 5.25 6.36 7.08 7.68 8.30 8.99 9.68 11.02 12.89

"L" PIPING Install Carbon Steel Piping - Off Plot Interconnecting Lines (assumes Double Random Length Pipe) Man-hours/LM Above ground Size mm (inches) 50 (2-') 75 (3") 100 (4") 150 (6") 200(8")

250 (10") 300 (12") 350(14") 400 (16") 450 (18") 500 (20") 600 (24") 750 (30")

Under ground

On Sleeper

On Elevated Racks

0.62 0.75 0.82 0.98 1.25 1.54

0.79 0.95 1.02 1.25 1.57 2.16 2.53 3.15 3.94 4.26 4.59 6.25 6.23

1.80

2.26 2.62 2.95 3.28 3.94 4.92

0.72 0.85 0.92 1.12 1.41 1.87 2.16 2.69 3.28 3.61 3.94 4.59 5.58

Excludes the installation of hangers and supports (with L-94) and the labor for bringing the pipe, fittings, flanges, valves, and pipe spools from their original storage area/warehouse to the area of installation (see Code L-99), material handling). Also excludes the installation of piping furnished with a compressor). The installation of this material will be included with a control code which covers the item(s) of equipment with which the piping was supplied. L-17 Carbon Steel Piping Specialties

Fld. Lbr. Code L-50

Items covered by this code encompass such things as: exhaust heads, flame arestors, strainers, steam traps, expansion joints, oil and steam separators, spectacle blinds, flexible hose and hose racks, fire hydrants, fire monitors, fire hose, product loading racks or arms mechanical couplings, sample outlets and coolers, (Material only) 0 0

Install Utility Hose and Hose Rack Install Safety Shower Units

40

10 man-hours per unit 25 man-hours per unit

0

Fire Hydrants

25 man-hours per unit

"L" PIPING L-211 Install Alloy k/G Piping - 50mm and Smaller

L-21

The installation of 50mm and smaller A/G alloy piping, both straight run,and spooled, includes the labor to cut straight run pipe to length, threading erecting, welding and/or bolt-ups, and the installation of control and relief valves, the installation of all the valves, and in line piping specialties. and the installation of all hangers and supports associated with said piping. Also includes all labor expended in correcting "moan lists" resulting from MID checks and the repairing of defects detected by testing and inspection activities. Excludes labor for the delivery of pipe, fittings, and valves from their original storage/warehouse location to the area of installation (with Code L-99). For installation rates refer to L-22 multipliers. Install A/G Alloy Piping - 64mm and Larger The installation of 64mm and larger A/G alloy piping includes the labor to cut to length, bevel. lineup. tack weldout and/or bolt up all connections including the installation of control and relief valves, and other valves and in line specialties, all labor expended in correcting "moan lists" resulting from MID checks, and the repairing of defects detected by testing and inspection operations. The installation operations will be segregated between straight run and spooled piping by size groups as follows: Fld. Lbr. Code L-222

Install Straight Run A/G Piping 64mm to 150mm

L-22

L-223

Install Straight Run A/G Piping 200mm to 300mm

L-23

L-224

Install Straight Run A/G Piping 350mm to 600mm

L-24

L-225

Install Straight Run A/G Piping 650mm & Larger

L-25

L-226

Install Spooled A/G Piping 64mm to 150mm

L-26

L-227

Install Spooled A/G Piping 200mm to 300mm

L-27

L-228

Install Spooled A/G Piping 350mm to 600mm

L-28

L-229

Install Spooled A/G Piping 650mm & Larger

L-29

41

Excludes the installation of hangers and supports (with L-94) and the labor for the delivery of all pipe, fittings, and valves from their original storage area/warehouse to the area of installation (see Code L-99, material handling). "L" PIPING Use C.S. Piping installation man-hour standards in conjunction with Alloy field installation multipliers for all alloy piping installation. Installation Multipliers Material Classification - Group Numbers Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

Multiplier

0,50% Moly to 1.50-2.00% Chr. 1.75-2.25% Chr. To 4.00-6.00% Chr. 6.00-8.00% Chr. To 10.00-15.00% Chr., 3.5% Nickel Stainless Steel Type 304, 309, 310, 316 Copper, Brass, Everdur ASTM A-333-GRI*, GR4, GR9* Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, Cu-Ni, Monel, Inconel, Incoloy, Alloy 20 Aluminum

1.2 1.3 1.5 1.3 1,3 1.3 1.7 1.5 1.6

Where standard carbon steel welding procedures and filler metal can be used, alloy multiplier will not apply. L-3* to L-5* Install Specialty Piping

Fld. Lbr. Code L-3 to L-5

"Specialty Piping" is defined as: (a)

All above ground and/or underground piping, except for sewers and drains, made of a material other than carbon steel or alloy, such as cast iron, aluminum, copper, glass, plastic, reinforced fiberglass. concrete.

(b)

All above ground and/or under ground piping utilizing carbon steel with a special liner such as plastic, glass, concrete, or alloy cladding.

(c)

Jacketed carbon steel or alloy piping.

(d)

All other piping irrespective of its basic material which should be isolated because of its abnormally high material cost or unique installation requirements. Examples are LNG piping, catalyst lift piping, special compressor or blower suction and/or discharge piping, water distribution systems utilizing other than coated and wrapped C.S. pipe (material w/L12, labor w/L-70).

42

"U PIPING

Control codes L-3* to L-5* are reserved for "Specialty Piping". Assignment of a specific code will be made to suit a particular project's needs. Field labor codes and Home Office MIR numbers will follow the control code (i.e., for control Code L-31, 1, the Field Labor code will be L-31, and the Home Office M/R number(s) will be L-31 *). It is intended that one control code and labor code will suffice for any category of "special piping" to cover all materials (i.e., pipe, fabrication, fittings, flanges and valves) and labor costs, but the base code assigned may be expanded if further breakdowns of material or labor costs are deemed necessary. Labor under each control code will include all costs associated with the installation of all materials, all labor expended in correcting "moan lists" resulting from P&ID checks, and the repairing of defects detected by testing and inspection operations. Excluded is the installation of hangers and supports (w/L-94) and the labor to deliver pipe, fittings, flanges and valves from their original storage/warehouse location to the area of installation (w/L-99). Install PVC Pipe (Plain ends, for solvent welded connections) Man-hours/LM Size mm (inches)

MH/LM 0.36 0.39 0.39

12 (1/2") 18 (3/4") 25 (1") 38 ( 1 '/2 50 (2") 75 (3")

100 (4")

0.52 0.52 0.75 0.85

150 (6") 200 (8")

1.80

1.43

43

"L" PIPING Install Lined Carbon Steel Pipe Man-hours/LM Epoxy/Rubber (flgd. End) mm (inches)

Cement Lined (Welded Ends) mm (inches)

2 5(1„) 3

0.56

50 (2")

0.75

38 (1 50 (2)") 75 (3)") 100 (4") 150 (6") 200 (8") 250 (10") 300 (12")

0.82 1.05 1.61 2.07 2.82 5.12 8.69 10.43

75 (3 ") 100 (4") 150 ( 6 " ) 200 (8") 250 (10") 300 (12") 350 (14") 400 (16") 450 (18") 500 (20") 600 (24" )

0.89 1.21 1.74 2.10 3.08 3.71 4.26 4.82 5.31 5.90 6.63

Install FRP Pipe (Flanged Ends) Man-hours/LM Size mm (inches) 3

25 (1")

38 (

1 '/2")

50 (2") 75 (3") 100 (4") 150 (6") 200 (8") 250 (10")

NH/LM 0.39

Size mm, (inches) 300 (12")

0.56 0.72 0.92 1.18 1.57 2.95 3.71

350 5 0 400 450 500 600 750 900

44

(14") (16") (18") (20") (24") (30") (36")

MH/LM 4.43 5.18 5.90 6.66 7.38 8.86 11.09 13.28

"L" PIPING Install Asbestos - Cement Pipe Man-hours/LM Size mm (inches) 75 (3") 100 (4")

MH/LM

200 (8") 250 (10") 300 (12")

0.62 0.66 0.66 0.92 1.02 1.18

350(14") 400 (16")

1.31 1.44

150 (4")

Install Concrete Pipe Man-hours/LM Size mm (inches) 200 (8") 250 (10") 300 (12") 375 (15") 450 (18") 500 (20") 600 (24")

Plain End 0.98 1.12 1.15 1.31 1.44 1.51 1.64

45

T&G 0.95 1.08 1.12 1.25 1.44 1.44 1.57

"L" PIPING

Install Reinforced Concrete Pipe Man-hours/LM Plain End

SO

Bell End

T&G

mm (inches) 750 (30") 825 (33") 900(36") 975 (39") 1050 (42") 1125 (45") 1200 (48") 1350 (54") 1500 (60")

1.51 1.61 1.64 1.67 1.74 1.77 1.80 1.97 2.23

232 2.95 311 3.44 3.71 3.94 4.20 4.43 4.92

2.43 2.66 2.89 3.08 3.28 3.48 3.64 3.87 4.76

Install Bordsilicate Glass Pipe (With Beaded Ends for Compression Couplings) Size

MH/LM

MM (inches) 38 (1 1 /2") 50 (2") 75 (3") 100 (4") 150 (6")

.69 .72 .75 .82 .85

46

"L" PIPING Install Clay Tile Pipe Man-hours/LM Size mm (inches) 100 (4") 150 (6") 200 (8") 250 (10") 300 (12") 375 (15") 450 (18") 525 (21") 600 (24")

Mortar Joint 0.66 0.82 1.31 1.64 2.17 2.43 2.62 3.28 4.59

Rubber Ring Joint 0.33 0.46 0.66 0.82 1.08 1.15 1.31 1.64 2.30

Excluded is the installation of hangers and supports (w/L-94) and the labor to deliver pipe, fittings, flanges and valves from their original storage/warehouse location to the area of installation (w/L99). L-70 Install Underground Carbon Steel Piping

Fld. Lbr. Code L-70

Includes the labor for installing all underground coated and wrapped carbon steel piping (other than sewers and drains which are with "S" account) including attaching fittings, flanges, and valves, and the coating and wrapping of field joints. Includes all labor expended in correcting "moan lists" resulting from MID checks and the correction of all defects detected from testing and inspection activities. Also includes the installation of pipe sleeves at road crossings and dike penetrations.

47

"L" PIPING Install Underground Carbon Steel Pipe (Normal wall under 18mm Thk.) Man-hours/LM Size mm (inches) 64 (2 1/2" & Under) 75 (3") 100 (4") 150 (6'-) 200 (8-') 250 (10'-) 300(12") 400(16")

MH/LM

Size mm (inches) (18") (20") (24") 0 T) (36") (42") (48") (60")

1.64 1.80 1.97 2.36 2.82 3.21 3.61 4.26

MH/LM 4.59 4.92 5.58 6.56 7.87 8.86 9.84 11.81

3

For Carbon Steel pipe heavy wall 18mm thick and over, add 25% to above man-hours. Excludes excavation and backfill (w codes 5-1 I and 5-12), concrete work such as valve boxes, pipe thrust anchor blocks (w/"Q" account) and the labor to deliver all materials from their original storage area/warehouse to the point of installation. Also excludes "specialty piping" destined for underground installation which is included under codes L3* to L5 *. Install Underground Cast Iron Pipe P r o c e s s L i n e s Man-hours/LM Size mm (inches) 50 (2") 75 (3)") 100 (4") 150 (6") 200 (8") 250 (10") 300 (12") 350'(14")

Soil Pipe Caulked 0.49 0.79 0.85 0.92 0.98

Bell & Spigot

0.49 0.49 0.66 0.82 0.98 1.12 1.18 1.41

Mechanical Joint 0.36 0.36 0.49 0.62 0.75 0.79 0.92 1.02

48

Rubber Ring 0.33 0.33 0.43 0.52 0.62 0.69 0.79 0.92

* Sewer/Drainage Systems are normally included in the "S" Account.

L "PIPING" Pipe Coated with Tar and Field Wrapped by Machine Includes: Sandblast commercially Apply one prime coat of pipeline primer I2 Apply 2mm pipeline enamel Apply two ply of 6.8 kg tarred felt Apply one seal cost of pipeline enamel Man-hours/LM Size mm (inches) 18 (3/4") - 3 25 (F-) 3 8 (1 1/2) 50 (2") 75 (3") 100 (4") 150 (6") 200 (8")

MH/LM

Size mm (inches) 250 (10") 300 00 02") 350(14") 400 (16") 450 (18") 500 (20") 600 (24") 750 (30")

0.13 0.13 0.20 0.23 0.30 0.39 0.52 0.66

MH/LM 0.82 0.92 1.05 1.21 1.34 1.48 2.00 2.49

For Hand Coating and wrapping, add 100% to above man-hours. For sizes larger than 750mm use 1.94 man-hours per square meter surface to be covered. L-80 Steam Tracing

L-80

Includes the fabrication, installation, support and testing of each tracer run starting with and including the tracer lead from a stream sub-header, and the actual tracer, the line from the actual tracer to the steam trap, and the line returning the condensate from the steam trap to a drain or the condensate header. The material to be installed includes all steel pipe, steel tubing, copper tubing fittings, valves, traps, condensate pots, strainers, clips, supports, guides, anchors, wire and straps. Excludes shields and insulation (N-10 account). Excludes labor for delivery of pipe, tubing, fittings and valves from point of storage to area of installation (with L-99).

49

"L" PIPING Control Code

Fld. Lbr. Code Man-hours/LM

Tracer - Copper tubing  Carbon steel (tubing) - Pipe  Stainless steel tubing

0.98 MH/LM 1.31 MH/LM 2.62 MH/LM 1.97 MH/LM

Tracer Leads - supply and return  Scrd.  Scrd. Backwelded  Socket Weld  Unitherms (pre insulated tubing)

1.31 MH/LM 2.30 0 MH/LM 1.97 MH/LM 1.64 MH/LM

Miscellaneous Piping Items and Operations L-91 Stress Relieving Includes the material and labor cost associated, with assisting subcontractors with the stress relieving of field welds when required, including the recording of the temperature of the weld during the stress relieving operation and Brinell Testing of the weld. Man-hours Each for Carbon Steel Electric-Resistance Exothermic

Allow 0.08 MH/Diameter - mm Allow 0.02 MH/Diameter - mm

Multipliers for Alloy Piping Group 1 Chrome Molybdenum Steel Chrome - 1/2 -13% Molt' - to 1%

Add 35% 5% to above man-hours

Group 2 18.8 Stainless Steel Typical 304, 316, 16, 347

Add 40% to above man-hours

Code requirements all welds in piping materials having a wall thickness of 18mm or greater must be stress relieved to comply with the requirements of the ASTM

50

Code for pressure piping.

"L" PIPING L-92 Radiography. Dye Checking Magnafluxing

L-92

Includes the labor required to assist a third party inspector (subcontract) and/or the labor to perform the inspection if done by Bechtel direct hire labor. Radiographic Inspection - Usually subcontracted Estimate - 1 shot per weld thru 75mm  2 shots per weld 100mm thru 300mm  3 shots per weld over 300mm Allow 1.5 man-hours per shot for reviewing film. L-93 Revamp and Tie-in Work

L-93

Includes the labor only for the relocation and repairs (i.e., replacement of work valve seats and steams) for existing piping system, dismantling and disposal of existing piping and tie-in work, including "hot" and ".cold" "taps" of piping systems.

To be evaluated on an individual job basis*

Excludes all labor for the installation of new piping systems. *Use work operation estimating method and man-hour standards. L-94

L-94 Hangers and Supports

Includes the labor for the handling and erection of all hangers and supports required for all above ground piping (carbon steel, alloy and specialty) 64mm and larger. On Plot - A/G installation MHS x 0.17 Off Plot - A/G installation MHS x 0.15 Definition of Installation Man-hours Total man-hours estimated for installation of above ground piping (Carbon Steel, alloy and special piping). Do not include man-hours for field fabrication, steam tracing. Radiography, testing and inspection, etc, in the L-90 series accounts.

51

For construction reporting purposes, account L-94 should be absorbed in the installation accounts (L-11-L-29)

-L- PIPING Excludes the installation of hangers and supports for 50mm small pipe (with codes L-111 and L21 1) and steel and/or concrete pipeway stanchions (with "M" and "Q" accounts). Also excludes the on-

site fabrication of hangers and supports (with code L-09) and the delivery of material to the fabrication shop and delivery,of fabricated hangers and supports to a storage area or to the area of installation (with Code L-99). L-96 Chemical Cleaning - Estimate on Job-By-Job Basis L-98

Testing-, and Inspection

L-96 L-98

Includes the labor required for hydrostatic, service, or air testing, the flushing and draining of piping

systems including the installation and removal of temporary lines, screens, blinds, spacers, etc. (A/G + U/G) Installation MHS x 0.075 Excludes labor expended to correct "moan lists" resulting from P&ID checks and the repairing of defects detected by testing and inspection, activities (said labor is included with the appropriate

installation accounts), and the testing of steam tracing systems. L-99

Material Handling

L-99

Includes the handling of all pipe material from the original storage area/warehouse location, and

subsequent handling of pipe, valves, and fittings to the of installation or to the on-site spool fabrication shop. Delivery of on-site fabricated spools to the spool yard or to the area of installation is charged to this account. (A/G + U/G) Installation and Field Fabrication MHS x 0.05 plus additional 1% per 305M front storage area.

Excludes the handling of all pipe material within the area of installation. (Y10) Piping Scaffolding

That portion of the scaffolding man-hours (Y10) attributable to piping may be estimated at: 0 7% of total U man-hours

52

or

0

9% of total 'L' man-hours, excluding LOO, L70 and L90.

"M" STEEL GENERAL Includes Steel Structures - Normally supporting equipment or piping. Includes steel pipe stanchions. Access Steel - Provided for operation and maintenance convenience and for safety. Includes platforms, stairs, ladders and cages, handrail and toe plate, grating, checkered plate not supplied with equipment. Structural Enclosures - Includes siding, roofing, doors, etc., associated with steel or concrete structures to act as protection from the elements during operation or maintenance. Includes pump or compressor shelters. elevator shaft siding, conveyor covers, etc. Excludes Concrete pipe sleepers poured as foundations. - "Q" Account Steel framing for buildings. - "R" Account. Pipe hangers and insulation shoes. ' L" Account. Electrical and instrument supports, hangers, strands. - "P" or "Y' Account. Fireproofing of structural steel or vessel skirts. - "N" Account. Weld rod or other consumables. Distributable Account. Foundations. - -"Q" Account. Field Painting. -")C' Account. Temporary slabs used for precasting concrete. - Distributable Account. Marine Structures. - "Q" Account. Concrete Pipe Stanchions. - "Q" Account..

53

Concrete Structures. - "Q" Account.

"M" STEEL Fld. Lbr. Code M-10

Control Code **M-10 Steel Structures and Enclosures Includes the labor costs associated with the furnishing and erection, bolting, riveting, welding, cutting and burning of steel structures supporting and/or enclosing permanent plant equipment. Includes steel platforming floor grating, stairs, ladders and handrailing which are an integral part of said structures. Includes grouting operation. Also includes structural steel framing, platforming, stairs, ladder and handrail associated with buildings unless it is subcontracted. In this case. said steel will be included in he "R" account. Excludes roofing and siding (including windows and doors) attached to said structures (with Code R25) and concrete decking (with Account). Medium Steel Light Steel Heavy Steel Very Heavy Steel

...............................................................................................KG/M... MH/TONNE ...............................................................................................KG/M... MH/TONNE ...............................................................................................KG/M... MH/TONNE ...............................................................................................KG/M....MH/TONNE

For Precast Fireproofed Steel Members add 6.6 MH/Tonne of steel. **M-20 Platforms. Stairs, Ladders and Handrails

M-20

Includes the labor costs associated with the furnishing and erection, bolting, riveting, welding, cutting and burning of platforms, ladders, handrails and stairs and their structural steel supports attached to or to be used to provide access to columns, vessels, exchangers, instruments or valves.

54

"M" STEEL Vessel Platforms. Stair treads, ladders and cages, handrail and toe plate

49.5 MH/TONNE

For estimating weight, use the following data, which includes AISC and connection allowances: Vessel Platforms

146 KG/SM

Ladders and Cages

33 KG/LM

Handrail and toe plate

17 KG/LM

Stair treads (Grating)

14 KG/EA

Grating or checkered plate other than part of - vessel platforms

1.08 MH/SM

**M-30 Steel Pipe Stanchions

M-30

Includes the labor costs associated with the furnishing and erection, bolting, riveting, welding, cutting and burning of structural steel pipeways or pipe stanchions.

27.5 MH/TONNE

For major pipeways use man-hours listed on M-10. **M-40 Miscellaneous Structural Steel

M-40

Includes the furnishing, fabricating and erecting of structural steel not covered above such as pipe sleepers, stiles across grade level pipeways and tank dikes, and conduit support racks, pull box covers.

55 MH/TONNE

**M-50 Other Structures

M-50

Includes the furnishing, fabricating and erecting of wharves, bridges, loading platforms, etc. **Add 10% for each 12M of elevation above initial 6M to each of the above accounts.

55

(Y1) Steel Scaffolding That portion of the scaffolding man-hours (Y10) attributable to steelwork is estimated at zero. "N" INSULATION AND FIREPROOFING Includes 

All external vessel, equipment and pipe insulation. Fireproofing of vessel skirts, vessel legs, structural steel and equipment supports.



Installation of heat transfer cement over tracers.



Forming. pouring, tamping of Gilsulate, Gilsogard, Gilsotherm.



Scaffolding labor for pipe insulation.



Fireproofing studs (if not provided with piece of equipment), mesh, clips, Gunite concrete curing, etc.



-

Fabricating formwork, mesh, concrete, stripping and cleaning, etc., for fireproofing.



Handling of steel members from storage area to precasting area and return if they are to be fireproofed.



Grouting for fireproofed steel members.



Insulation of instruments and instrument leads.

Excludes 

Earthwork and curing of Gilsulate on underground piping



Installation of tracers.



Building insulation of all types.



Temporary insulation for stress relieving or dry-out.



Refractory interior linings.



Stack and duct lining.



Precasting slab.

56



Rental or purchase price of Gunite nozzles, compressors, trowels, etc.



Erection of precast fireproofed steel members. "N" INSULATION AND FIREPROOFING



Scaffolding for columns and vessels (usually S/C).



Instrument Housing.

N 10 Piping Insulation EFFECTIVE LINEAR FOOTAGE Actual Take-off x Fitting Factor = Effective Lineal Meters. Fitting factors for the average Refinery type work should conform to the following standards. Chemical plants and boiler plants could run 10 percent to 15 percent higher. Pipe Sizes

12mm (1/2") thru 38mm (1 1/2") 50mm (2") thru 100mm (4") 150mm (6") thru 200mm (8") 250mm (10") thru 350mm (14") 400mm (16") & larger

Normal Hot (Excluding Flanges & Valves) On Plot 1.96 1.65 1.46 1.35 1.24

Traced & Chilled Water Includes Flanges & Valves

Cryogenic

2.28 1.93 1.62 1.58 1.47

3.04 2.55 2.32 2.14 1.64

1.35 1.15

2.18 1.27

Off Plot

12mm (1 /2") thru 150mm (6") 200mm (8") & larger

1.13 1.09

Instruments are usually priced per each.

57

"N" INSULATION AND FIREPROOFING MAN-HOUR UNIT RATES Man-hours per Effective L.M. (ELM) Calcium Silicate w/0.4mm Aluminum Jacket Pipe 25mm Size Thick mm (inches)

38mm Thick

To 50 (2") 0.59 75 (3' - ) 0.62 100 (4") 0.62 150(6 ") 0.69 200 (8") 250( 1 0 -- ) 300 (12") 350 (14") 400 (16 - ) 450 (18") 500 (20") 600 (24") 750 (30")

0.66 0.69 0.69 0.82 1.12 1.18 1.38 1.51 1.64 1.77 1.97 2.56 3.64

50mm Thick

0.69 0.72 0.82 1.08 1.12 1.25 1.51 1.67 1.84 2.00 2.20 3.08 4.07

75mm Thick

64mm Thick

0.82 0.85 0.85 1.12 1.18 1.38 1.67 1.87 2.07 2.23 2.59 3.74 4.89

1.31 1.44 1.71 1.87 2.13 2.30 2.66 3.84 4.95 5.67

87mm Thick

1.94 2.??? 2.36 2.79 4.03 5.02 5.97

N21 Hot Equipment Insulation MH's per Effective Square Foot Meters Thickness 25mm 38mm 50mm 64mm 75mm

Large Shells 4.09 4.20 4.41 4.73 5.16

Exc. Shells 4.41 4.52 4.73 5.06 5.49

Large Heads 8.29 8.39 8.72 9.04 9.58

Square meters are figured from the O.D. of the insulation.

58

Exch. Heads 10.98 11.19 11.19 11.89 12.48

Effective Square Meter Actual Square Metrex Fitting Factor. For typical refinery equipment, this fitting factor will be approximately 1. 1. For equipment with a large number of nozzles or stiffener rings, use a factor of 1.3. "N' INSULATION AND FIREPROOFING For Mineral Wool use 95 per cent of above man-hours. For Stainless Jacket use 105 per cent of above man-hours. For each inner layer of multi-layer work. use 75 per cent of above rates, which will exclude the jacket. N22 Cold Equipment Insulation MH's per Effective Square Meters Thickness 25 38 50 64 75

Large Shells 9.25 9.47 9.90 10.65 11.62

Exc. Shells 9.90 10.22 10.65 11.41 12.37 7

Large Heads 18.61 18.94 19.58 20.34 21.52

Exch. Heads 24.75 25.18 25.93 26.68 28.08

These unit rates include fitting of insulation, butting joints, installing vapor-barrier and aluminum jacket. Use above unit rates for single layer work and the outer layer of multi-layer work. For each inner layer of multi-layer work, use 30 per cent of above rates, which will exclude the jacket, vapor-barrier and mastic work. N30 Fireproof Vessel Skirts Usually required on skirts of all vertical vessels containing liquid hydrocarbons. Area includes outer surface and inner surface as required by specifications. 50mm Gunite with 12mm sq. mesh embedded

59

Allow 2.15 MH/SM

"WINS

ON AND FIREPROOFING

N40 Fireproof Structural Steel Usually required N\ here structural steel supports piping or equipment zontaining liquid hydrocarbons and is within process plant battery limits. Poured-in-place concrete Joints by hand

Allow 78 MH/CM Allow-16 MH/CM*

Intumescent Plant2 Hour = 12mm Thick Build Up 3 Hour = 25mm Thick Build Up

Allow 0.64 MH/SM Allow 1.40 MH/SM

N50 Miscellaneous Fireproofing

Evaluated on an individual job basis

Includes labor lost for the fireproofing of miscellaneous items such as conduit and/or conduit supports or raceways and instrument turbines and/or turbines supports or raceways N60 Soundproofed

Evaluated on an individual job basis

(Y10) Insulation Scaffolds That portion of the scaffolding man-hours (Y10) attributable to insulation fireproofing may be estimated at zero since, for this letter account only. scaffolding man-hours are included in all unit rates above. *Suitable for pouring of joints and patching steelwork which has W& fireproofed off site. Assume 0.7 CY for each field joint.

60

"L" PIPING HYDROSTATIC - TESTING OF PIPE PEPE MAN-HOURS SIZE

PER

25 (1")

0.077

50 (2")

0.092

75 (3")

0.117

100 (4")

0.150

150 (6")

0.095

200 (8")

0.110

250 (10")

0.126

300 (12")

0.142

350 (14")

0.168

400 (16")

0.182

450 (18")

0.208

500 (20")

0.236

600 (24")

0.281

750 (30")

0.357

INCLUDES: Set-up, Install Blinds, Fill, Test, Drains EXCLUDES: Repair work, Re-testing GENERAL: Assume Foreman and 3 Fitters Assume lines filled at 11 CM/H (25mm at 2 CM/H)

61

Assume 25mm thru 100mm drained by 18mm couplings over 30M Assume 150mm & larger drained thru couplings plus partly open line size flange.

"L" PIPING CEMENT LINED SCH. 40 C.S. PIPE PIPE CUTS EA.

BUTT WELDS EA.

.65

2.0 2.6 3.1 4.1

SIZE mm (inches) 150 (6")

0.98

2 0 0 (8 " )

1 .2 5

1 .0 0

250 ( 1 0 1

1 .5 7

3 0 0 (1 2 " )

1 .9 7

3 5 0 (1 4 " )

2 .3 3

6.6 8.6 10.4

13.3

HANDLE PIPE LM

4 5 0 (1 8 " )

3 .4 4

00 (20") 600 (24")

4.30

1.20 1.45 2.30 2.95 3.70 4.65

5.41

5.90

400 (16") 5

3 .0 8

5 .0

SLEEVE (2 WELDS) EA. 3.3 4.6 5.7 6.9 7.0 9.2 10.4 12.4 15.5

900 NOZ. WELD EA. 6.1 7.3 8.3 11.4 13.9 18.2 22.8 27.0 33.6

INCLUDES Pipe handling, storage to site and erection. Manual arc weld and wetting cement in area. Installing sleeve, align and weld both ends. EXCLUDES: Bolt-ups, unloading to storage. GENERAL: Lining at cut to be square and flush with pipe. For flange, bolt-ups, see Page 5.

62

PATCH CEMENT EA. .4 .5 .6 .7 .8 .9 1.1 1.3 3 1.5

"L" PIPING LEAD LINED PIPE AND FITTINGS

SIZE mm (inches) 25(1") 38 (1.5") 50 (2") 75 (3)") 100 (4") 150 (6") 200 (8") 250 (10") 300 (12")

HANDLE PIPE LM 0.72 0.82 1.08 1.31 1.64 2.79 3.94 ; .25 5 7.38

CUT & THREAD EA. .15 .16 .25 33 .50

MAKE-UP JOINTS EA. .30 3 .3 .38 .45 .55

BUTT WELD INCL. LEAD BURN .90 1..10 1.30 1.55 1.85 2.50 3.40 4.35 5.55

INCLUDES:Pipe hauling, erecting & aligning. Cutting & threading 50mm & smaller by hand. Joints assembled & tightened. Manual arc weld & fusing of lead in joint. EXCLUDES: Bolt-ups, shop handling, factory assemblies. GENERAL

If pipe is supplied with lined fittings in place, add 20% to pipe handling units to cover extra weight. For bolt-ups, see Page 5.

63

"L" PIPING SARAN & RUBBER LINED PIPE & FITTINGS HANDLE SIZE PIPE mm (inches) LM 25 (1 under 0.640 38 (1.1") 0.735 50 (2 ') 0.804 0.958 75 (3 -') 100 (4") 1.118 1.279 150 (6 -') -200(8 ) 1.614 250 (10 - ) 1.93 300 (12 -) 2.411

CUT & THREAD EA. .322 .438 .479 .517 .739 1.315 2.209 3.475 5.260

MAKE-UP JOINTS EA. .175 15 .360 .490 .633 .709 .797 .895 1.005

HANDLE VALVES EA. .295 .436 .568 1.420 2.080 2.760 3.560 4.320 5.080

INCLUDES: Pipe hauling, erecting, aligning. Joint assembly and tightening. EXCLUDES: Bolt-ups, shop handling, factory assemblies. GENERAL: For handling pipe with factory installed flanges, add 15% to cover extra weight. For bolt-ups, see Page 5.

64

"L" PIPING POLYVINYL CHLORIDE PIPE (PVC) SIZE mm (inches) 12(.5 --) 18 (75") 25 (1 -) 38 (1.5--) 50 (2") 75 (3") 100 (4") 150 (6'-) 200 (8") 250 (10'-) 300 (12") INCLUDES:

PIPE PER 0.295 0.298 0.302 0.315 0.321 0.361 0.380 0.426 0.505 0.623 0.715

JOINTS EA. ** .215 .223 .230 .279 .338 .452 .565 .722 .820 1.019 1.246

SADDLES EA. *** .385 _3 19, .3 .410 .449 .508 .622 .735 .892 .995 1.021 1.326

Hauling, handling and setting in place. Cut, square, ream and make-up joint. Layout, drill hole and cement saddle in place.

EXCLUDES: PVC lined iron or steel valves. GENERAL: Saddles used for branches up through 38mm. Branches 50mm and larger are made with a tee. Add joint hours to valve handling. For lined valves use Page 3.

65

VALVES EA. * 135 162 .174 248 .350 .840 1.230 1.560 1.930 2.520 3.000

"L" PIPING FIBERGLASS REINFORCED PLASTIC PIPE SIZE mm (inches) 50(2") 75 (3-) 100 (4") 150 (6") 200(8--) 250 (10") 300 (12")

VALVES EA. 35 .84 1.23 1.56 1.93 2.52 3.00

SADDLES EA. 1.02 1.24 1.47 1.78 1.98 2.36 2.78

JOINTS EA. .68 .91 1.13 1.45 1.64 2.04 2.45

PIPE PER/LM 0.558 0.564 0.571 0.587 0.636 0.781 1.010

INCLUDES: Pipe hauling. handling and setting in place. Joint cutting. trimming, cleaning and assembling. EXCLUDES: Metal or lined valves. GENERAL:

This is "Bondstrand" or equal. For metal and lined valves, see Page 3. For flange bolt-ups, see Page 5. SOLDERED NON-FERROUS FITTINGS MH/EA

SIZE mm (inches) 9 (3/8") & smaller 12 (.5") 18 (.75") 25 (1") 38 (1.5") 50 (2") 75 (3") 100 (4")

COUPLING ELL .16 .22 28 .43 .85 .96 1.95 2.00

.17

TEE

FLG.

.24

.16

.23 .29 .42 .44 .63 .90 1.26 1.00 1.44 2.00 2.91 2.25 3.00

UNION

RED.

ADPT

.18

.15

.18

.22 .25 .28 .32 32 .50 .70 .90 .90 1.00 1.40 2.00 1.65 2.15

.20 .25 .40 .80 .92 1.80 1.90

.25 .35 .55 1.00 1.15 2.25 2.75

INCLUDES: Handling, pre-heating and soldering of fittings.

66

CAP PLUG .08 .11 .14 .22 .42 .50 .95 1.00

VLV. .35 .40 .45 .60 1.15 1.25 2.50 3.00

EXCLUDES: Handling and installing tubing or pipe. Bending, bolt-ups, cutting and threading.

"L" PIPING MAN-HOUR ADJUSTMENTS FOR ALLOY PIPING Handling, Erecting (Including Bolt Up) Alloy or Stainless Steel Pipe Spools Use same man-hour standards as those shown for carbon steel spools. Welding. * Alloy and Stainless Steel Pipe Joints Use C.S. Man-hour Standards in conjunction with the following multipliers. Material Classification - Group Numbers Group Group Group Group Group Group Group Group

1 2 3 4 5 6 7 8

Group 9

0.50% Moly to 1.50-2.00 Chr. 1.75-2.25% Chr. To 4.00-6.00% Chr. 6.00-8.00% Chr. To 10.00-15.00% Chr., 3.5% Nickel. Stainless Steel Types 304, 309, 310, 316. Copper, Brass, Everdur. ASTM A-333-GRI*, GR4, GR9**. Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, CU-NI. Monet, Inconel, Incoloy, Alloy 20. Aluminum.

Multiplier 1.75 2.00 2.50 2.00 2.00 2.00 3.00 2.50 3.00

Welding including Cutting and Beveling of Alloy and Stainless Steel Piping Material Classification - Group Numbers Group Group Group Group Group Group Group Group

1 2 3 4 5 6 7 8

Group 9

0.50% Moly to 1.50-2.00 Chr. 1.75-2.25% Chr. to 4.00-6.00 Chr. 6.00-8.00% Chr. to 10.00-15.00% Chr., 3.5% Nickel. Stainless Steel Types 304, 309, 310, 316. Copper, Brass, Everdur. ASTM A-333-GRI*, GR4, GR9** Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, CU-NI, Monel, Inconel, Incoloy, Alloy 20 Aluminum

67

Multiplier 1.70 1.85 2.20 1.95 1.70 1.85 3.00 2.30 2.55

Welding only. Where standard carbon steel welding procedures and fill used. alloy multiplier will not apply.

I can be

"L" PIPING PRE-HEATING BUTT & FLANGE WELDS (Inc. N.W.) MH/EA SCHEDULE

SIZE mm (inches)

STD

X.H.

20

30

-

-

40

60

80

1.17 1.62 1.95 2.70

.20 .25 .27 .55 .6 3 .90 1.17 1.80 2.50 3.15

100

120

140

H

25(1")&

under

15 38 (1.5") 18 50 (2 - ) 20 75 (3") 45 ] 00 {4_') 55 150 (6") 72 200 (8") .80 250 (10") 1.20 300 (12") 1 35 1.70 350 (14") 400 (16' - ) 1.95 450 (18") 2.30 500 (20") 2.80 600 (24") 3.30 750 (30") 4.15 900 (36") 496 1050 (42") 5.80 1200 (48" ) 6.60 1350 (54 " ) 7 45 1500 (60") 8.25

.20 .25 .27 .55 .63 .63 .90 1.17 1.62 1.80 2.25 2.70 3.15 3.70 4.50 5.65 6.75 7.90 9.00 10.10 11.25

.80 1.20 1.35 1.70

.80 1.20 1.35 1.70

.15 .18 .20 .45 .55 .72 .80 1.20 1.35 1.95

1.95 2.30 2.80 3.30 -

1.95 2.80 3.70 4.75

2.70 3.70 4.65 5.75

-

3.40 4,50

5.65 7.00

-

INCLUDES: Heating of pipe by gas or torch. EXCLUDES: Cutting, welding, hauling and handling, nozzle wet GENERAL: For miter welds, use the above units. For any nozzle weld, add 60% to above units. Units apply to carbon steel or alloy materials.

68

4.05 5.40 6.65 8.40

-

1.62 2.15 3.00 3.95

.80 1.15 1.70 2.45 3.40 4.50

4.95 5.40 6.10 7.10 7.85 8.85 9.35 10.50

2.15 2.95 3.95 5.25 6.55 7.65 10.10 12.00

99

1

11 1

"L" PIPING LOCAL STRESS RELIEVING MH/EA

SCHEDULE

SIZE mm (inches)

STD

X.H. 20

30

40

60

80

100

120

7.7 8.9 10.0 11.1 11.9 12.8 13.7 14.9

4.9

-

-

140

160

50(2")&

under 75 (3") 100 (4' - ) 150 (6' - ) 200 (8 -) 250 (10") 300(12") 350 (14") 400 (16") 450 (18") 500(20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

4.5 5.1 5.3 6.5 7.4 8.1 8.9 9.6 10.3 11.2 11.7 12.4 15.5 18.6 21.7 24.8 27.9 31.0

4.9 5 6.1

-

4.5

-

5.1 5.3 6.5 7.4 8.1 9.3 10.3 11.2 11.9 12.8 14.0

-

82 7.4 7.4 9.0 8 1 8.1 9.6 8.9 8.9 10.4 9.6 9.6 10.3 11 - 2 10.3 11.9 11.2 11.6 12.3 11.7 12.4 12.9 12.4 13.3 16.2 19.4 22.7 25.9 29.1 1 32.4 -

-

-

5.3 6.1 7.2 8.2 9.3 10.5 11.7 12.6 13.7 14.6 16.1 -

8.9 10.0 11.4 12.4 13.7 14.5 16.1 17.7 -

6.3 7.2 9.3 10.3 11.9 13.3 14.0 15.2 16.8 18.4 -

9.8 11.1 12.3 13.8 14.9 16.1 17.5 19.6

5.3 6.1 6.8 8? 10?? 11.3 13.0 14.5 16.1 17.7 19.4 21.9 -

-

-

-

INCLUDES: Moving to site, connecting and disassembly of equipment. wrapping and insulating. Carbon steel butt, flange or nozzle welds. EXCLUDES: Pre-heating and welding. GENERAL: If two welds are close enough to be treated together, apply the unit once. For alloy. double the above units.

69

"L" PIPING INSTALLING SHOES & SUPPORTS MH/EA

SHOE LENGTH

fps RANGE

mm (inches)

Up to 200mm

WELDED ON

2.20

CLAMPED ON .55/.80

00 (12") 250mm & over

2.20

1.05/1.90

Up to 200mm 1.70 450 (18") 250mm & over

2.80

1.10/2.00

2.60

1.35/1.50

4.10

2.15/2.50

3.90

2.25/2.45

5.40

2.90/3.15

Up to 200mm 600 (24") 250mm & over Up to 200mm

900 (36") 250mm & over INCLUDES:

Installing supports, under pipe, welding or bolting.

EXCLUDES:

Fabrication, hauling, crane time.

GENERAL:

Clamped-on type are for Alloy or stress-relieved piping, using Grinnell #212 clamps or equal.

70

For "Low Temperature" saddles, use 80% of "clamped-on" units above. Referenced Standard Dwgs. S-2, S-4, S-7.

"L" PIPING SCREWED FITTINGS, FLANGES & VALVES MH/EA

ONE CONNECTION

SIZE mm. (inches)

PLAIN

BACK WELDED

18 (3/$''')&under .138

.407

.205

.504

.295

.738

.325

.907

.435

1.298

.570

1.685

25 (1")

38 (1.5") 50 (2") 75 (3") 100 (4")

INCLUDES-.

One installation only.

EXCLUDES-.

Cutting, threading, refacing, hauling & handling.

GENERAL:

Ells & valves require 2 connections. Tees require 3 connections For flange requiring front welding also, add 50%.

71

"L" PIPING ATTACHING SLIP-ON TYPE FLANGES MH/EA 150 SIZE mm (inches) .,8 (1.5") & under 5 0 (2") 100 (4") 1 5 0 (6") no (r)

250 (10") 300 (12") 3 5 0 (14") 400 (16") --

450 (18 ) 00 (20") 600 (24' - ) 5

7 50 ( 3 0 " )

900 (36") 1050 (42")

1200 (48") 1350 (54")

1 5 00 (60")

.9 1.2 1.7 2.3 4.7 5.9 7.3 8.7 10.3 11.9 14.2 16.9 21.1 25.3 29.4 33.7 37.9 42.1

300

FLANGE RATING 600 900

1.0 . 1.7 1.31 2.0 2.7 2.5 3.7 3.7 5.7 5.1 7.8 6.5 10.5 8.1 13.1 9.8 15.7 11. 3 18.2 13.4 21.2 15.8 24.2 18.9 29.7 23.6 37.1 28.3 44.5 34.0 52.0 37.8 59.4 42.5 66.9 47.2 74.2

.7 2.3 3.4 4.7

6.9 9.4 11.9 14.7 17.3

1,500

1.8 2.5 3.9 5.6 8.1 11.0 13.3 16.2

20.0 23.6 27.6 33.4

41.8 50.0 58.5 66.7

75.0 83:5

INCLUDES: Layout, cutting pipe, assembly, weld front and back. EXCLUDES: Hauling, pre-heating, stress-relieving. GENERAL: For flanges attached to weld fittings, bends, or not square with pipe, add 25%.

72

'L" PIPING E N D B E V E L S "V'&'U'TYPE BEVELS MH/EA 20/30/40

SIZE mm (inches) 25 ( F ) & Under 38 50 (2") 75 (3 - ') 100 (4") 150 (6") 200(8 -- ) 250(10 - ) 300 (12") 350 (14") 400(16 -- ) 450 (18") 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

60/80 .05 .06 .07 .10 .12 .20

33 3

.41 .52 .65 .81 .98 1.35 1.76 2.50 3.30 4.60 5.25 5.90 6.55

to 100

V-TYPE

U-TYPE

100+

.06 .07 .08 .11 .13 .25 .41 .50 .63 .73 .95 1.15 -

.07 .08 .09 .12 .15 .28 .43 .54

120+

1.7 2.4 2.8 3.3 3.8 4.4 5.2 5.9 7.1 9.6 12.0 14.4 19.2 21.6

24.0

INCLUDES.- Machining ends only. EXCLUDES: Cutting, internal machining, handling. GENERAL: ')50mm& up with more than 18mm wall, us U-Type. Miter bevels require 50% additional man-hours.

73

2.2 2.8 3.3 3.8 4.5 5.3 6.1 7.2 8.5 11.6 14.4 17.3 23.0 25.9 28.6

"L" PIPING FLAME CUT BEVELS MH/EA

SCHEDULES SIZE mm (inches) 50 (2") & under 75 (3) 100 (4") 150(6-) 200 (8") 250 (10-) 400 (12-) 450-(18") 500 (20") 600 ( 2 4 1 750 (30") 90 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

STD X.H .13 .20 .23 .30 .40 .52 .65 1.60 2.00 2.94 3.67 4.40 5.15 5.88 6.62 7.35

.17 .23 .27 .38 .52 .67 .82 1.87 2.40 3.67 4.59 5.51 6.43 7.35 8.25 9.20

20 .40 .52 .65 1.60 2.00 2.94 -

30

40

.40 .52 .65 1.60 2.40 3.74

.13 .20 .23 .30 .40 .52 .75 1.94 2.73 3.93 -

60 .43 .67 .82 2.33 - -

80 100 .17 .23 .27 .38 .52 .75 1.03

.62 .93

-

INCLUDES:

Set up tools and make bevel.

EXCLUDES:

Handling, cutting, internal machining, machined bevels.

GENERAL:

Add 100% for miter bevels. For wall thickness over 18mm. use "U" type bevel.

74

120 140

160 .20 .27 .35 .52

.35 .43 .68 -

-

CUTTING PIPE & THREADING PIPE MH/EA CUTTING TTING SIZE (inches) min ( i ) (1") & do%\ n 38 11.5)

20 30/40

75 ( 3 100(4)

1

35 0 4 " 5 1500 (60")

100

.08

11

07 .08

.10

.1 4 ,

09

.13 21 .34 50 .83 1.13 1.42 1.88 2.26 2.53 3.37 4.85 5.80 6.80 7.25

.18

3.16 3S4 4 4.72 6.80 8.15 9.55 10.90

8.74 9.70

12.28 13.60

1

.75

2

95 25

1.50 1.75 1 25

3.24 3.88 4.54 83 5 6.47

60/80

.06

24 200(8) 50 ( 10 - ) 300-(12 " ) 350 ( 14" ) 400 (16") 450 ( 18 " ) 5 00 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 ( 4 8 )

THREADING 20 30/40 l 1

60/80

1 14

.13 16 .17

16

.19

28 .46 .70 1.16 1.52 1.97

1 00-.16 .20 .24 -

3 2.63

-

INCLUDES Flame or machine cutting & machine threading. Threading man-hours include cut. EXCLUDES Hauling, handling. make-ons. welds. GENERAL. Sizes 350mm & larger are 9mm, 12mm & I 8mm wall respectively. If hand tools are used, add 50% to above units. For miter cuts. add 50% to above units.

75

-1- PIPING MISCELLANEOUS WELDING MH/EA WELDOLET

THREADOLET

COUPLIN G

1000

6000

3000

7 3

2 .

S'K'T WELLmm

SIZE ( inches )

( I ")

STD &

X.H

under

100

1.8

).0 .0

3.8

S

47 C

4.9

2

6.3

3.8

10.

4W80

(1

9 4.0

4.4

1.0

1.4

-7

(6")

8 10 . 0

10.0 16.0 11 0 20.0

INCLUDES. La y out. Cuttin g (socket welds do not include cut), Fittin g - Tackin g . Welding. EXCLUDES Pre-heating. Grinding. Stress Relieving. GENERAL. Coup lin g s. at o th er th an 90 ", requ ir e 50 % mo re ma n -hour s Elbolets require Weldolet man-hours Plus SO' 0.

76

100 .7

47

6

0000

1.

2 1.5

2 . 0

-L- PIPING INERT GAS SHIELDED ROOT PASS WELDS

SIZE

\I H'smm

(inches) ~O (2-) &, under 100 (4-) ],;0 (0") 200 (8-') 250 (10") 300 (12") 350 (14") 400 (16") 450 (18")

I

500 (20-,)

1.16

600 (24'")

1 44

750 ('10")

2.88

900 (36")

4 80

1050 (42-,

6 17

1200 (48 - )

8.30

(11-)o

1350 (54")

10.04

1500(60 ")

12.58

"L" PIPING INCLUDES:

Set & remove plugs, inject gas.

EXCLUDES:

Consumable inserts, oxygen analyzer, welding.

GENERAL:

Use above table for any metal, any wall thickness. For nozzle Welds. add hours for branch size. 45° REINFORCED NOZZLE WELDS (All Angles Other than 90°) MH/EA SCHEDULE

SIZE mm (inches)

STD

X.H.

I under 38(1.5") 6.8 7.1 50 (2") 7.2 8.3 75 (3") 8.7 10.5 11.2 13.5 100 (4 - ') 150 (6") 13.8 17.1 200 (8") 15.8 21.6 250 (10") 17.3 22.7 300 19.2 24.3 300 (12") 350 (14") 21.0 27.6 400 (16") 23.7 30.2 450 (18") 25.5 31.6 500 (20") 28.2 35.6 6 600 (24") 29.5 38.4 750 (30") 38.0 0 55.2 900 45.0 66.3 1050 (42") 52.5 77.2 8 8. 1200 (48") 60.0 3 1350 (54") 67.5 99.4 1500 (60") 75.0 110.1

20

30

15.8 17.3

40

6.8 7.2 8.7 11.2 13.8 15.8 15.8 17.3 17.3 . 19.2 . 20.5 19 2 21.0 21.0 23.4 23.7 23.7 30.2 25.5 29.4 37.4 3 5 . 6 4 3. 28.2 29.5 -5 6 51.1 -

60

-

18.1 21.7 27.1 32.6 40.1 50.2 462.9 71.2

80 100

7.1 8.3 10.5 13.5 17.1 21.6 26.0 35.4 45.9 52.9 59.5 71.3 -

26.4 32.1 45.7 52.6 65.7 -

-

120

EXCLUDE: Pre-heating, Grinding, Stress Relieving.

78

160

32.8 44.5 51.7 62.2 82.6 -

-

INCLUDES: Cutting, Beveling, Line-up, Tacking, Welding

140

-

39.8 48.9 60.8 -

-

10.2 13.3 16.1 20.2 31.4 44.5 53.2 70.9

-

-

GENERAL: Reinforcement by weld build-up, ring, or saddles. Sizes below heavy line require Stress Relieving. Standard sizes 300mm through 1500mm are 9mm wall. Ex Five. Sizes 200mm through 1500mm are 12mm wall. "L" PIPING 45 ° NOZZLE WELDS (All Angles Other than 90°) MH/EA SCHEDULE SIZE mm (inches)

STD

25 ( F ) R. under 2.8 38 (1.5-') 3.2 50 (2") 3.5 75 (3)") 4.4 100 (4-) 5.5 150 (6") 7.1 20018") 8.6 250 (10") 9.7 300 (12") 10.9 350 (14") 12.4 400 (16") 14.2 450 (18") 15.5 500 (20") 17.1 600 (24") 18.8 750 (30") 23.5 900 (36") 28.2 1050 (42") 32.9 1200 (48") 39.9 1350 (54") 44.8 1500 (60") 50.0

X.H. 2.9 3.6 4.1 5.9 7.6 10.0 11.5 13.7 15.7 18.4 20.2 21.6 23.7 26.6 33.3 40.0 46.6 57.5 64.6 72.0

20

8.6 9.7 10.9 12.4 14.2 15.5 17.1 18.8

30

8.6 9.7 10.9 12.4 14.2 20.1 22.7 -

40 2.8 3.2 3.5 4.4 5.5 7.1 8.6 9.7 13.0 15.3 20.3 25.5 29.6 35.5

60 -

11.1 13.7 17.5 21.4 26.8 34.3 43.3 55.2

80 100 2.9 3.6 4.1 5.9 7.6 10.1 11.7 16.6 22.9 30.1 35.3 40.6 46.9

INCLUDES: Cutting, Beveling, Line-up, Tacking, Welding EXCLUDE: Reinforcement, Pre-heating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require Stress Relieving. Standard sizes 300mm through 1500mm are 9mm wall. Ex. Hvy. Sizes 200mm through 1500mm are 12mm wall.

79

120

9.4 14.5 15.9 20.1 21.8 28.1 24.2 3 8 . 6 38.4 45.9 48.7 54.8 59.? -

140

25.1 36.2 45.7 51.6

160 4.1 5.4 7.1 8.9 11.4 18?? 28.6 43.7 52.2

"L" PIPING HANDLING & ERECTING STRAIGHT RUN PIPE MH/LM SCHEDULE SIZE mm (inches) 25 (1") & under 38 (1.5") 50 (2") 75 (3") 100 (4") 150 (6") 200 (8") 250 (10") 300 (12") 350 (14") 400 (16") 450 (18") 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

10 to 60 0.52 0.56 0.62 0.69 0.75 0.82 0.98 1.28 1.57 1.87 2.30 2.62 2.95 3.41 4.23 5.15 6.07 6.89 7.81 8.66

80 to 100 0.59 0.72 0.79 0.92 1.02 1.25 1.57 1.97 2.39 2.85 3.35 3.84 4.33 4.89 -

120 to 160 0.66 0.89 0.95 1.15 1.28 1.64 2.13 2.69 3;28 3.90 4.56 5.25 5.94 6.69 -

INCLUDES: Loading and hauling pipe and fittings from storage yard to erection site. Hoisting and setting in place. EXCLUDES: Welding, bolt-ups, make-ons and scaffolding. GENERAL: Applicable for pipe and a small quantity of associated fittings.

80

"L" PIPING I HANDLING & ERECTING PREFABRICATED SPOOLS MH/CM SCHEDULE SIZEmm (inches) (I") & under 3 8 (1.5") 5

(2 - )

]Ot, (4- ) 1

(6")

' 0 0 (8") 250 0 (10") 300 (12") 3 50 (14") 400 (16") 4 50 (18") 5 00 (20") 600 (24") 7 50 (30") 900 (36") 1050 (42") 1200 (48") ]350 0 (54") 1 500 (60")

10 to 60

1 0.92

4.17 ????

1.05 1.21 1.31 1.57 1.71 2.10 2.66 3.28 ?999 .... 4.79 5.61 ????

5.71

7.28

6.36 7.97 9.77 11.41 12.99 14.69 16.33 3

8.23 -

1.05 1.12 1.28 1.34 1.87 2.36 ??? ... 9?9?

120 to 160

80 to 100

-

1.15 1.48 1.61 1.94 2.75 3.25 ???9 ?91?? .... 6.59 7.68 8.82 9.97 11.25

-

-

INCLUDES.- Loading and hauling pipe and fittings from storage yard to erection site. Hoisting and setting in place. EXCLUDES: Welding, bolt-ups, make-ons and scaffolding. GENERAL: Applicable for any length spool or segment of work. For brass, Copper & Everdur, double the above units.

81

"L" PIPING HANDLING LINE VALVES MH/EA FLANGE RATING SIZE mm (inches) 150 25 (1") & under 38 (1.5 50 (2' - ) 75 (3 - ) 100 (4 - ') 1 5 0 (6 -- ) 200 (r) 250 (10") 300 00 3 50 (14") 400 (16") 450 (18") 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

.27 .40 .52 1.30 1.90 2.55 3.25 3.95 4.65 5.65 6.45 7.30 8.45 9.30 12.00 14.40 16.80 19.20 21.60 24.00

300/400 .30 .43 .80 1.70 2.20 3.25 3.85 4.65 5.55 6.95 7.70 8.85 10.00 11.25 14.50 19.50 20.35 23.20 26.15 29.00

600/900 .50 1.00 1.40 2.20 2.80 3.75 4.65 5.55 6.95 8.15 9.65 11.35 12.85 15.00 19.50

1500 .60 1.30 1.60 2.60 3.40 4.35 6.15 7.55 9.35 11.90 14.15 16.75

-

INCLUDES: Handling and erection of Screwed, Flanged and Weld-end Gates, Globes, Plugs and Sw. Check Valves. EXCLUDES: Bolt-ups and Welds. GENERAL: Use above units for Expansion Joints, Strainers, Traps and Filters. Use 150 ???? for standard brass and iron valves. Use 300 ?? for Ex. Hvy. Brass and iron valves. Add 4 Man-hours for Chain Wheel w/chain.

82

Add 4 Man-hours for Hydraulic Operators.

Add 5 Man-hours for Electric Motor Operators. Use 150 ?? table x 2.2 for Socket Weld or Scwd., installed. Use 75% above tables for Mission Checks & Butterflys.

"L" PIPING HANDLING CONTROL VALVES

MH/EA

FLANGE RATING SIZE mm (inches) 1 50 2 5 ( 1 ") & under 3 8 (1 .5") 5 0 (2 ") 7 5 ( 3 ) ") 1 00 ( 4" ) 1 50 ( 6" ) 2 00 ( 8" ) 2 50 ( 10 ") 3 00 ( 12 ") 3 50 ( 14 ") 4 00 ( 16 ") 4 50 ( 18 ") 5 00 ( 20 ") 6 00 ( 24 ") 7 50 ( 30 ") 9 00 ( 36 ") 1050 (42") 1200 (48")

.6 8 1 .00 1 .30 3 .25 4 . 75 6 . 40 8 . 15 9 . 85 1 1 .65 1 4 .15 1 6 .15 1 8 .25 2 1 .15 2 3 .25 3 0 .00 3 6 .00 4 2 .00 4 8 .00

3 00 /4 00 .7 5 1 .08 2 .00 4 .25 5 . 50 8 . 15 9 . 65 1 1 .65 1 3 .90 1 6 .50 1 9 .25 2 2 .10 2 5 .00 2 8 .10 3 6 .20 4 3 .60 5 0 .80 5 8 .00

6 00 /9 00 1 .25 2 .50 3 .50 5 .50 7 . 00 9 . 35 1 1 .60 1 3 .85 1 7 .40 2 0 .40 2 4 .15 2 8 .20 3 2 .15 3 7 .40

1 500 1 .50 3 .25 4 .00 6 .50 8 . 50 1 0 .90 1 5 .40 1 8 .90 2 3 .40 2 9 .75 -

-

INCLUDES: Handling and hauling from storage area to installation site and setting in place. EXCLUDES: Bolt-ups and Instrument Testing.

83

"L" PIPING ERECTION BOLT-UPS MH/EA FLANGE RATING SIZE mm (inches) 25 (1") & under 38 50 (2") 75 (3--) 100 (4") 150 (6-') 200(8--) 250 (10") 300(12") 350 (14'-) 400 (16'-) 450(18--) 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

150 .67 .70 .77 .84 1.50 1.80 2.00 2.60 3.50 4.20 4.90 5.50 6.50 7.60 9.00 10.90 13.50 15.40 16.90 19.80

300/400 .84 .88 .96 1.05 1.88 2.05 2.30 3.00 4.05 4.85 5.65 6.35 7.50 8.85 10.35 5 12.55 15.55 17.75 19.50 22.80

600 .93 .98 1.07 1.47 2.09 2.28 2.55 3.32 2 4.37 5.23 6.45 7.40 8.80 10.40 12.15 14.70

900 1.69 2.25 2.62 2.93 3.82 5.02 6.04 732 -8.51 10.11 11.97 -

1,500 1.56 2.15 2.81 3.28 3.66 4.77 6.27 7.55 915 10.65 12.66 14.95

-

INCLUDES: Handling and installing studs or bolts with gaskets. EXCLUDES: Handling valves, spools and fittings. GENERAL: For "Ring Joint", "Tongue & Groove", etc., add 25%. For Spectacle line, add the hours from 150 ??? table to joint hours. For Pump Screens, add the hours from 300 ?? table to joint hours. For Standard cast iron use 150 ?? table. For Ex. Hvy. Cast iron use 300 ?? table. Larger sizes based on Mss, 175 & 350 standards.

84

2,500 2.07 2.86 3.73 4.35 4.85 7.32 8.34 3 4 -

-

"L" PIPING MANUAL BUTT WELDS MH/EA

SCHEDULE SIZE mm (inches) 25 (1") & under 38(1.5") 50 (2") 75 100 (4' - ) 150(6 -- ) 200-(8 " ) 250 (10") 300 (12") 350 (14") 400 (16") 450 (18") 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

4

STD .7 .8 1.0 1.3 1.5 2.0 2.6 3.1 3.6 4.3 5.0 5.9 6.3 6.9 8.6 10.4 12.1 13.8 15.5 17.3

X.H. .8 .9 1.1 1.4 1.8 2.5 3.3 4.0 4.7 5.7 6.6 7.7 8.4 10.1 12.6 15.2 17.7 20.2 22.7 2 5. 3

20

3

)0

-

2.6 3.1 3.6 4.3 5.0 5.9 6.3 6.9

40

2.6 3.1 3.6 4.3 5.5 6.8 8.4

.7 .8 1.0 1.3 1.5 2.0 2.6 3 4.1 5.0 6.6 8.6 9.4 13.3

60

3.0 4.0 5.2 6.8 8.4 11.2 13.8 20.1 -

80 .8 .9 1.1 1.4 1.8 2.5 3.3 5.1 6.6 9.6 12.4 16.4 19.5 25.2 -

100

4.6 6.8 9. 9 1 3 .2 19.5 21.8 26.0 35.8 -

120

2.8 3.8 6.0 9.4 12.2 16.2 20.7 25.6 31.9 43/5

140

7.5 11.4 15.3 19.2 25.2 29.9 37.0 49.3 -

-

INCLUDES

Line-up, Tacking and Welding.

EXCLUDES:

Cutting, Beveling, Matching, Pre-heating , Grinding, Stress Relieving.

GENERAL.

Standard sizes 300mm through 1500mm are 9mm wall. Ex. Hvy. Sizes 200mm through 1500mm are 12mm wall. Sizes below heavy line require stress relieving. For Miter Welds, add 60% to above units. M.I.G. & Submerged Arc butt welds that can be rotated, multiply the

85

160 1.0 13 1.6 2.1 3.0 4.9 8.6 13.1 17.9 22.7 27.7 33.7 40.8 59.3 -

above units thru 150mm by .5, 200m thru 350mm by .4, 400mm thru 600mm by .3.

"L" PIPING 90% NOZZLE WELDS MH/EA

SCHEDULE SIZE mm (inches)

STD

25 ( F ) & under 2.1 38 2.4 38 (1.5") 50 (2' ) 2.8 75 (3") 3.2 4.0 100 (4 " ) 150 (6 - ') 5.4 20018") 6.3 7.1 250(10 -- ) " 8.1 300(12 ) 350 (14") 9.3 400 (16") 10.6 450 (18") 11.6 500 (20") 13.0 600 (24") 14.2 750 (30") 17.9 900 (36") 21.4 1050 (42") 25.0 1200 (48") 28.6 1350 (54") 32.2 1500 (60") 35.8

X.H. 2.2 2.6 3.1 4.0 5.2 7.5 8.9 10.3 11.8 13.6 15.2 16.3 18.3 19.8 24.8 29.7 34.7 39.6 44.5 49.5

20 -

30 -

6.3 7.1 8.1 9.3 10.6 11.6 13.0 14.2 -

6.3 7.1 8.1 9.3 10.6 15.1 18.3 -

40 2.1 2.4 2.8 3.2 4.0 5.4 6.3 7.1 9.9 11.6 15.2 19.1 22.3 27.7 -

60

8.3 10.3 13.1 16.0 20.2 25.4 32.6 41.7

80 100 2.2 2.6 3.1 4.4 5.6 7.5 8.9 12.6 17.0 22.7 26.8 30.1 35.4 -

12.0 16.4 23 5 28.9 36.5 44.1 -

-

INCLUDES:

Cutting, Beveling, Line-up, Tacking, Welding.

EXCLUDES:

Reinforcement, Pre-heating, Grinding, Stress Relieving.

GENERAL.

Sizes below heavy line require stress relieving. Standard sizes 300mm. through 1500mm are 9mm wall. Ex. Hvy. Sizes 200mm through 1500mm are 12mm wall.

86

'

120

7.0 10.9 15.2 21.1 28.7 34.6 41.4 -

140

160

3.1 4.0 5.3 6.6 8.6 18.6 21.5 2 7. 3 32.8 34.7 39.2 38.9 -

"L" PIPING 90% REINFORCED NOZZLE WELDS MH/EA

SCHEDULE SIZE mm (inches)

STD

X.H.

20

30

40

60

80 100

120

140

160

25 ( F ) & under 50 (2-') 75 (3") 100 (4") 150-(6") 200 (8'-) 250 (10") 300 (12") 350 (14") 400 (16-') 450 (18") 500 (20") 600 (24") 750 (30") 900 (36") 1050 (42") 1200 (48") 1350 (54") 1500 (60")

5.0 5.3 6.7 8.1 10.2 11.7 12.7 14.2 16.0 17.9 19.1 21.1 22.3 28.6 34.6 40.3 46.0 5 3. 59.0

5.4 5.9 7.9 10.0 12.8 14.5 16.3 18. 3 20.7 23.2 24.8 26.6 32.3 40.5 48.5 56.6 64.8 073.9 81.0

11.7 12.7 14.2 16.0 17.9 19.1 21.1 22.3

11.7 12.7 14.2 16.0 17.9 22.1 26.4

5.0 5.3 6.7 8.1 10.2 11.7 12.7 15.3 17.8 22.8 30.0 32.3 36.5

5.9

-

7.9

-

5.4 13.4 16.3 203 24.3 3 0.1 37.4 47.2 52.5

10.0 12.8 14.5 20.2 26.3 34.5 40.1 45.0 55.5 -

19.8 26.0 35.5 44.0 54.8 59.5 -

INCLUDES:

Cutting, Beveling, Line-up, Tacking, Welding.

EXCLUDES:

Pre-heating, Grinding, Stress Relieving.

GENERAL:

Reinforcement by weld build-up, ring, or saddles Sizes below heavy line require stress relieving. Standard sizes 300mm through 1500mm are 9mm wall. Ex. Hvy. Sizes 200mm through 1500mm are 12mm wall.

87

-

12.5 18.5 24.5 31.0 39.5 46.8 57.5

29.3 34.8 44.6 52.6 -

7.7 9.9 12.0 15.3 23.1 32.8 39.1 47.7 -

"P- ELECTRICAL Control Code P-1 I Distribution Equipment

Fld. Lbr. Code P-1 I

Power and Distribution Transformers - Oil Immersed, Self Cooled, Three Phase MH/EA

WT-KG

32 36 44 51 65

1300 1400 1800 2250 3200

750 KVA 1,000 KVA 1,500 KVA 2,000 KVA 2,500 KVA

78 90 110 125 140

4550 5450 6800 7250 8600

3,750 KVA 5,000 KVA 7,500 KVA 10,000 KVA

170 195 235 270

12250 15000 19500 20900

295 327 375 417 455

24950 29500 41300 48100 59000

112 150 225 300 500

KVA KVA KVA KVA KVA

12,000 15,000 20,000 25,000 30,000

KVA KVA KVA KVA KVA

MH/EA *10

Fused Primary Switch (on XFMR)

Transition Connection Throat Connection Neutral Grounding Resistor

30 50 30

88

Metal-Clad Primary Fused Switch (5KV & 15KV) Disconnect & Remove Existing Transformer Remove Bushings & Pressurize for Storage

30 40% above MH's 30% 0% above MH's "P" ELECTRICAL

Control Code P-1 I Distribution Equipment (Continued)

Fld. Lbr. Code P-11

Bus Duct - Three Phase, Non-segregate .A AMPACITY MH/LM Bus 5KV

600V 800 1200 1600 2000 3000 - 4000

2.62 2.95 3.77 4.26 6.23 8.20

3.94 4.59 5.58 6.56 9.84 13.12

P-12 Powerand Control Equipment

15KV ????? 5.25 6.56 7.54 11.15 15.09

P-12

Includes all labor cost associated with the handling, setting and testing of the following electrical equipment: 5KV and 600 V switchgear, 5 KV and 600 V motor control centers, motor starters and circuits breakers, local controls (e.g., push-button stations), power distribution panel boards. MAN-HOURS/EACH Indoor

Outdoor

Walk-In

30 45

40 45

45 55

60 +10 +20 +20 +20 +40 20

60 +10 +30 +30 +30 +60 25

70 +10 +35 +35 +35 +70 30

5 KV METALCLAD SWITCHGEAR 75 MVA- 1200 A ACB 250 MVA- 12 00 A ACB-2000 A ACB 350 MVA-1200 A ACB-2000 A ACB-3000 A ACB Starters-Full Voltage Induction Starters-Reduced Voltage Induction Generator-ACB and Control Starters-Full Voltage Synchronous Starters-Reduced Voltage Synchronous 600 A Fused Switch 1200 A Unfused Switch

89

1200 A Fused Switch s

25

30

35

"P" ELECTRICAL

Control Code P-12 Power and Control Equipment

Fld. Lbr. Code P-12

600V METAL ENCLOSED SWITCHGEAR

225 A ACB 150 HP Max 600 A ACB 400 HP Max 1600 A ACB 1000 HP Max 2000 A ACB 3000 A ACB 4000 A ACB Starters-Full Voltage Induction - Starters-Reduced Voltage Induction Generators ACB and Control

Indoor

Outdoor

Walk-In

.9 I1 18 24 30 40 +5 +10 +10

11 13 22 29 36 50 +5 +12 +12

13 15 26 34 42 60 +5 +14 +14

2300V AND 4160V MOTOR CONTROL CENTER - CUBICLE TYPE MAN-HOURS/EACH

2300 V MCC 200 MVA

4160 V MCC 400 MVA Indoor

Outdoor

Walk-In

25 30 35

25 35 - 40

35 45

35 40 45

35 45 50

45 55 60

FULL VOLTAGE NON-REVERSING INDUCTION 200 A 400 A 700 A

700

HP 1500 HP 2500 HP

1250 HP 2500 HP 4500 HP

50

FULL VOLTAGE REVERSING-INDUCTION 200 A 400 A 700 A

700

HP

1500 HP 2500 HP

125 HP 2500 HP 4500 HP

90

"P" ELECTRICAL Fld. Ur. Code P-12

Control Code P-12 Power and Control Equipment (Continued) REDUCED VOLT.-\GE NON-REVERSING-INDUCTION

200 A 400 A 700 A 700 A

1

700 HP 0 HP 200 HP

1250 HP 2500 HP 4500 HP

40 45 55 60

40 :50 60 65

55 65 75 80

50 60 65

50 65

70

65 80 85

35 45 50

45 55 60

45 60 65

60 75 80

REDUCED VOLTAGE REVERSING-INDUCTION

200 A 400 A

700 HP HP

700 A

HP

1250 HP 2250 HP 4500 HP

FULL VOLTAGE \ON-REVERSING SYNCHRONOUS 200 A 400 A 700 A

700 HP 1500 HP 2500 HP

1250 HP 2500 HP 4500 HP

35 40 45

REDUCED VOLTAGE NON-REVERSING-SYNCHRONOUS 200 A 400 A 700 A

700 HP

1500 HP 2500 HP

1250 HP 2500 HP 4500 HP

45 55 60

MAN-HOURS/EACH Indoor

Outdoor

600 V MOTOR CONTROL CENTER - CUBICLE TYPE AND PREFABRICATED SWITCHRACK

FULL VOLTAGE NON-REVERSING Size I 1 X 500mrnWide l0HPMax

3

91

Walk-In

Size 2 1 X 500mm Wide 25 HP Max 5 0 0mm \\ • I,",,- 50 HP Max Size 3 2 X 500mm Wide 100 HP Max Size 4 2 1 /2 1 Size 5 3 /2 X 200'HP Max 400 HP Max Size 6 6 X Control Code P-12 Power and

4 6 9 16 22

5 8 12 21 30

6 10 15 26 38 "P" ELECTRICAL Fld. Lbr. Code P-12

Control Equipment

FULL VOLTAGE REVERSlNG 5 6 14 16 18 30

Size 1 1 X 5 00 m m Size 2 1 !./. 2 X 5 0 0 mm Size 3 4 X Size 4 4 !/2 X Size 5 6 X 500mm W i d e , Size 6 6 X 1000mm \\ iie

7 8 19 21 24

40

9 10 24 26 30 50

REDUCED VOLT \OE \ N O N - R E V E R S I N G Size Size Size Size Size

1

1/2 X

14 16

3 4X 4 4 1 /2 X 500mir VN 5 6X 6 12 X 2 mm. Wide

18

20 38

18 21

24 26 50

24 26 30 32 62

TWO -SPEED FULL VO I T AGE NON-REVERSING Size I I 1 /2 X 500mm Wide Size 2 2 1/2 X 500mm Wide Size 3 4 X

5 9

14 16

500mm Wide

Size 4 4 1 /2 X - ; 0 0 mm Wide 500mm Wide Size 5 6 X Size 6

6X

18 22

760mm \Vicit

7 12 19

9 15

21

24 26

24 30

30 38

MAN-HOURS/EACH Indoor

Outdoor

Walk-In

AIR CIRCUIT BREAKER MOLDED CASE TYPE 100 A

225 A 400 A

X

500mm Wide

3 5 8

1 X 500mm Wide

500mm Wide

92

4 6 10

5 7 12

I

2 X 500mm Wide 21/2X 500mm Wide 21/2X 500mm Wide 2 1/2 X 500mm Wide

600 A 800 A

1000 A 1200 A

9 13 14 16

Control Code P-12 Power and Control Equipment (Continued) MAN -HOURS/EACH

Indoor SWITCHGEAR TYPE 22

5A 600 A 1600 A

3X 3X 6X

11 13

500mm Wide 500mm Wide 760mm Wide

30

- Local Control

600V Individual Mounted Combination Starters - FVR

Size 1 Size 2 Size 3 Size 4 Size 5

Indoor NEMA 162 NF.MA,,31&,4,-,,-N18MA 7 & 9

Support Units

6

2 8

3 4

12 20

6 10

30

Combination Starters-FVR Size I Size 2 Size 3 Size 4 Size 5

3

8 10

4

5 7

15 25 35

11

Circuit Breakers Molded Case Type

93

I

Frame F Frame J Frame K Frame L Frame NI

100 A 225 A 400 A 600 A 800 A

5 8 10 12 15

1 2 2 2 3

6 9 12 15 18

7 11 15 18 23

"P" ELECTRICAL Control Code P-12 Power and Control Equipment (Continued)

Fld. Lbr. Code P-12 MAN-HOURS/EACH

600V Individual Mounted

Indoor WP X P NEMA 162 NEMA 3 & 4 NEMA 7 & 9

Support Units

Combination Starters-FVNR Size 1 Size 2 Size 3 Size 4 Size 5

2 3 4 6 10

6 8 12 20 30

7 9 15 25 35

8 11 18 30 40

Combination Starters-FVR Size 1 Size 2 Size 3 Size 4 Size 5

3 4 5 7 11

8 10 15 25 35

9 12 18 30 40

11 15 23 35 50

7 11 15 18 23

Circuit Breakers Molded Case Type Frame F Frame J Frame K Frame L Frame N]

100A 225A 400A 600A 800A

1 2 2 2 3

5 8 10 12 15

6 9 12 15 18

Power Type AK-15 AK-25 AK-50 AK-75 AK-100

225A 600A 1600A 3000A 4000A

4 4 5 7 8

10 12 15 30 45

12 15 20 35 50

94

-

14"

AL-100 Starter FV Starter RV

6000A

10 +1 +60%

60 +5 +40%

I

ELECTRICA Control Code P-12 Power and Control Equipment (Continued)

e

MAN-HOURS/EACH Support Units

600V Individual Mounted Push Buttons Weld Receptacle w/100A CB Weld Receptacle w/225A CB

1 2 2

Indoor VP XP & M NEMA 162 NE A 3 4 NEMA 7 & 9 2 6 9

Note-. Add Support MH's Equipment Support Fabrication & Unistruct Light Steel

-

165 MH/Tonne 275 MH/Tonne

P-13 Emergency, and Standby Equipment Includes all labor costs associated with handling, setting and testing.the following-electrical equipment: Emergency generators, static inverters and uninterrupt power supply (UPS) systems (including batteries and battery charger facilities). Diesel Generators Size 100 - 500 KW

550- 1000 KW 1100 - 2000 KW 2100 3000 KW 3100 4000 KW

95

I

"P" ELECTRICAL Fld. Lbr. Code

Control Code Batteries and Racks

P-13

Size MAN-HOURS (per cell) 40 - 80 amp-hr 100 - 160 amp-hr 200 - 360 amp-hr 400 - 580 amp-hr 600 - 960 amp-hr - 1000 - 1800 amp-hr

1.5 2.0 2.5 3.0 4.0 5.0

Battery Chargers Size

MAN-HOURS/EACH

15 - 30 amps 3 35 - 100 amps 150-200 amps 300 - 400 amps

25 40 50 60

P-14 Lighting ighting Equipment

P-14

Includes all labor costs associated with the handling, installing and testing of the following lighting equipment: Transformers and panels, fixtures, switches and receptacles, poles and/or lighting standards with outreach arms for street lighting and area flood lights. Excludes pole mounted lighting systems transformers, pole mounted light standards (see Control Code P-50)_ Illuminator for gauge glass (with "T' Account), supports, and building lights if subcontracted.

96

"P- ELECTRICAL Control Code

Fld. Lbr. Code

Transformers

P-14

I O. KVA 3 7-1/2 10 15 25 3 37-1/2 50 75 100 167

480 V - 120/240 V MH/EA 6 7 9 10 12 16 19 22 26 30 38

30, 480 V - 208/12d V KVA MH/E A

WT-KG 38 53

64 73 113 145 195 272 340 522 703

3 6 9 15 30 45 75 112-1/2 150 225 300

Panels No. of Circuits 4 6 8 12 16 20 24 30 3

36 42

6 8 10 12 17 21 26 32 36 44 51

WT-KG

68 118 172 227 295 567 681 1225 1270

MAN-HOURS/EACH

Indoor 5 7 9 12 15 18 21 26 31 36

Weather Proof 7 9 12 16 20 24 28 35 41 48

97

Explosion Proof 10 14 18 24 30 36 42

In MCC's 4 5 6 8 10 12 14 17 21 24

"P" ELECTRICAL Control Code

Fld. Lbr. Code P-14 MAN-HOURS/EACH

Fixtures Open Indoor

-

Incandescent to 500W Fluorescent 4' - 4 Tube Fluorescent 8' - 4 Tube MV and Ballast - 1500W MV and Ballast - 1000W MV and Ballast - 500W Floodlight - 1500W Floodlight - 1000W Floodlight - 500W Luminaire - Incandescent Luminaire - Mercury Vapor Emergency Battery Light Obstruction Beacon Obstruction Light

1 3 4 4 3 2 8 6 4

Recessed WP-VP 2 4 5 5 4 3 -1 12 10 8 3 4 6 50 10

4 -

XP 3 5 6 6 5 4 14 12 10

Devices MAN-HOURS/EACH Open Indoor Receptable (110V) Switch Time Switch or Photo Cell Contactor (Oil Switch) C.C. Transformer (10-25 KVa) Ballast (External)

1 1 2 6 10 1

Recessed WP-VP 1.5 1.5 3 8 10 2

98

XP 2 2 4 3

Gooseneck Stanchion Pole or Standard Mast Arm Thompson Hanger

10

4 10 5 20

4

"P" ELECTRICAL Fld. Lbr. Code P-15

Control Code P-15 Other Electrical Equipment

Includes all labor costs associated with the handling, installing and testing of Fire-alarm equipment (central and remote), sound powered phones, signal horns, PBXconsoles and outlets, intercoms, paging devices, sirens. P-20 CONDUIT .AND CABLE RACEWAYS P-21 I Install Rigid Metallic Conduit Above Ground Includes all labor associated with handling, layout, measure, cutting, threading, bending of all above ground metallic conduit (aluminum and/or bare or plastic coated steel;- flexible and rigid) including fittings. couplings, elbows, bushings, condulets, Erickson, unions. outlet boxes and unistruts and supports. Excludes large multiple conduit races between pipe stanchions, when detailed on structural drawings, terminal and pullboxes (12 inches and larger) (see Control Code P-29).

99

"P" ELECTRICAL Control Code

Fld. Lbr. Code P-21

P-211 A/G CONDUIT - RIGID METALLIC MAN-HOURS/LM XP Hazardous Size

VP Semi-Hazardous

Non-Hazardous

A/G

A/G

IA

A/G RGS

A/G ALUM

RGS

A/G ALUM

RGS

12mm

0.95

18mm

1.02

0.72 0.75

0.85 0.92

0.66 0.69

0.75 0.82

25mm

1.12

32mm 38mm

1.28 1.41

0.82 0.92 0.98

1.02 1.15 1.28

0.75 0.82 0.89

0.92 1.05 1.15

0.69 0.75

1.18 1.44

1.61 2.03

1.08 1.31

1.44 1.84

0.98

1.77 2.10 2.49 3.35 4.33

2.56 3.21 3.87 5.22 6.56

1.61 1.90 2.26 3.05 3.94

2.30 2.89 3.48 4.69 5.90

0.79

0.95

0.72

50mm

1.77

64mm

2.23

75mm 88mm 100mm 125mm 150mm 25mm & Under

2.82 3.54 4.26 5.74 7.22 1.05

1.54

1.08

1.41

4.13

2.43

3.74

100

0.59 0.62

0.79

1.18 1.44 1.71 2.03 2.76 3.54

0.85

0.66

1.25

0.85

3.38

1.97

0.98

32mm 50mm 64mm & Over

A/G ALUM

2.20

All Sizes

1.38

0.98

1.28

0.89

1.12

0.76

Flexible

2.30

2.30

1.48

1.48

1.15

1.15

-P- ELECTRICAL Control Code

Fld. Lbr. Code P-21

Plastic Coated RGS Conduit and Flexible Metallic Conduit NIB of RGS Conduit X 1.20

Tray System Dropout Conduit MH of A/G Conduit X 1.30

Above man-hours includes all supports and brackets. "Rack-Bank" MH RGS Conduit x 0.6 P-212 Install Rigid Metallic Conduit Underground

P-22

MAN-HOURS/LM XP Size

VP U/G RGS

WP U/G RGS

MAN-HOURS/LM XP

U/G RGS

Size

VP U/G RGS

WP U/G RGS U/G RGS

25mm 32mm 38mm

0.30 0.33 0.36

0.26 0.30 0.33

0.23 0.26 0.30

25mm & under

0.30

0.26

0.23

50mm 65mm

0.46 0.62

0.43 0.56

0.39 0.49

32mm 50mm

0.43

0.39

0.36

75mm 88mm

0.82 1.05

0.75 0.95

0.69 0.85

64mm & over

1.28

1.15

1.02

I 100mm 125mm 150mm

1.64 1.87 2.49

1.18 1.71 2.26

1.05 1.54 2.03

All Sizes

0.39 9

0.36

0.32

Plastic Coated RGS Conduit MH of RGS Conduit X 1.20

"P" ELECTRICAL Fld. Lbr. Code P-23

Control Code P-23 Non-Metallic Conduit

Includes all labor associated with handling and installing non-metallic conduit (transite, plastic) and fittings. Includes required supports, spacers, and adapters. CONDUIT - NON-METALLIC - SHORT, BRANCH CIRCUIT TYPE RUNS Size

MAN-HOURS/LM A/G PVC

U/G PVC

12mm

0.49

18mm

0.52

25mm 32mm 38mm

0.59 0.66 0.69

0.16 0.20 0.23

50mm 64mm

0.82 0.98

75mm 88mm 100mm 125mm 150mm

1.18 1.41 1.67 2.23 2.92

Size

MAN-HOURS/LM A/G PVC U/G

25mm & under

0.56

0.16

32mm 50mm

0.72

0.30

0.33 0.43

64mm & Over

1.64

0.79

0.52 0.66 0.82 1.12 1.48

All Sizes

0.69

0.26

102

"P" ELECTRICAL Fld. Lbr. Code P-23

Control Code

DUCT - NON-METALLIC- UNDERGROUND - LONG, FEEDER TYPE RUNS MAN-HOURS TYPE I Size

TYPE II

ABS I

ABS 11

Transite

Plastic

Plastic

Korduit

50mm 75mm

0.23 0.26

100mm

0.33

125mm 150mm

0.39 0.49

0.33 0.36 0.46 0.56 0.66

All Sizes

0.30

0.39 9

0.10

0.16 0.20 0.23 0.26 0.33

0.13

0.16 0.20 0.26

0.20

0.13

Includes labor to install conduit, fittings, supports, spacers and adapters. Excludes earthwork and concrete work. P-24 Thinwall Metallic Conduit

P-24

Includes all labor costs associated with the handling and installation of thinwall metallic conduit and the required condulets, pull boxes (12 inch and smaller), straps, and hangers, unistruts and supports. Excludes the labor cost of flexible conduit and fitting, (see code P2111) and terminal and pull boxes (300mm and larger) (see Control Code P-29).

103

"P" ELECTRICAL Fld. Lbr. Code P-24

Control Code CONDUIT - THINWALL METALLIC Non-Hazardous Area Size

A/G EMT

Size

12mm

0.52

25mm

18mm

0.56

under

Non-Hazardous Area A/G EMT 0.59

25mm 32mm 38mm

0.62 0.69 0.79

32mm 50mm

0.85

50mm 64mm

0.98 1.28

64mm & over

1.94

75mm 88mm

1.64 2.00

All sizes

0.75

100mm

21.36

5% should be added to the above man-hours to cover unistruts and supports. P-25 Cable Trays and Channels

P-25

Includes the labor cost associated with the handling and installation of cable trays and channels with fittings, brackets, covers and supports. Excludes large multiple tray supports between pipe stanchions when detailed on structural drawings. Cabletray and Channel - Galvanized Steel, Ladder type with 250mm support spacing.

104

"P" ELECTRICAL Fld. Lbr. Code P-25

Control Code Tray MH/LM

Size 150mm 225mm 300mm 450mm 600mm 900mm

1.87 2.10 2.30 2.59 3.12 4.66

100mm Channel - Divider

1.64 0.26

Cover MH/LM 0.28 0.'6 0.43 0.56 0.59 0.69

Aluminum Tray

MH of Steel Tray X 0.85

FRP Tray

MH of Metal Tray X 1.3

The above rates include man-hours to cover unistruts and supports. P-29 Installation Materials (Large Boxes) Includes the labor cost for terminal boxes, O/H Pull Boxes, Junction Boxes (400mm and larger), for conduit. lighting transformers, panels, terminal boxes, pull boxes, local control stations and other electrical devices. TERMINAL BOX/PULL BOXES - Surface Mounting

150mm x 150mm x 100mm 400mm x 400mm x 200mm 600mm x 600mm x 200mm

MAN-HOURS/EA. NEMA I NEMA 4

1.5 3.5 8

2.5 7.5 19.2

NEMA 7

4.8 16.2 32.0

This account will be estimated at 5% of account P211, P24 and P25 if box quantities are not available.

105

"P" ELECTRICAL Control Code P-30 WIRE AND CABLE

Fld. Lbr. Code P-)0

P-31 600 V and 1000 V Wire and Cable (Excluding Connections),/ Includes the labor cost for handling and installing all 1000 V and under wire and cable for power and control circuits and lighting circuits, including direct burial cable and ground wire when pulled in race way system. Connections are included with Code P-34. Man-hour units include meggering phasing and the use of installation materials. Excludes labor cost of electronic and thermocouple wire and cable for instrumentation and communication systems (Code P-33), and the labor to string wire or cable associated with overhead (i.e., pole line) distribution systems (Code P-50). POWER - INSULATED/JACKETED - CU/AL- INSTALLED IN CONDUIT OR TRAY MAN-HOURS/LM MAN-HOURS/LM Size mm'` (AWG)

1/C

3/C

Size mm2 (AWG)

1/C /C

n 3C -1

2.1 (14) 3.3 35.33 (10) (12)

0.033 0.036 0.039

0.082 0.092 0.102

85 (2/0) 107 (4/0) 127 (250)

0.141 0.161 0.180

0.305 0.361 0.394

8 (8) 13 (6) 21 (4) 34 (2) 42(1) 54 (1/0) 67 (2/0)

0.046 0.056 0.069 0.082 0.095 0.108 0.125

0.102 0.138 0.161 0.190 0.210 0.239 0.269

152 (300) 178 (350) 203 (400) 254 (500) 305 (600) 381 (750) 508 (1000)

0.200 0.220 0.239 0.272 0.312 0.361 61 0.459

0.426 0.476 0.525 0.590 0.656 0.754 0.984

CONTROL 2.1 (14) RUBBER INSULATED-NEOPRENE JACKET-INSTALLED IN CONDUIT AND TRAY Size

MH/LM

Size

MH/LM

Size

MH/LM

1/C

0.033

5/C

0.112

18/C

0.197

106

2/C

0.082 7/C 0.121 24/C 0.092 9/C 0.148 36/C 3/C 4/C 0.102 12/C 0.164 48/C Lighting - 600 V I IC 12 and 10 - 0.066 MH/LM (Includes Connections) Direct Burial - MH of Insulated/Jacketed Cable X.70

0.230 0.262 0.295 "P" ELECTRICAL

Control Code Fld. Lbr. Code P-31 1 600 V and 1000 V WIRE AND CABLE (Excluding Connections) P-3 )I POWER-INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY MAN-HOURS/LM 600 v

MAN-HOURS/LM Size mm2 (AWG)

3/C

2

1 (14) 3.3 (12) 5.3 (10) 8 (8) 13 (6) 21 (4) 34 (2) 42 ( 1 ) 54 (1/0) 67 (2/0)

0.180 0.197 0.213 0.230 0.246 0.295 0.328 0.361 0.394 0.426

Size mm- (AWG)

3/C

85 ( 3 / 0 ) 0 ) 107 (4/0) 127 (250) 152 (300) 178 (350) 203(400) 254 (500) 305 (600) 381 (750) 508 (1000)

0.492 0.525 0.558 0.590 0.607 0.623 0.656 0.689 0.787 1.017

CONTROL 2.1 (14) RUBBER INSULATED STEEL. ALUM-INTERLOCKED ARMOR-INSTALLED IN TRAY SIZE MAN-HOURS/LM

2/C 3/C

4/C

0.164 0.180 0.197

SIZE MAN-HOURS/LM

SIZE MAN-HOURS/LM

5/C 7/C 9/C 12/C

18/C 24/C 36/C 48/C

0.230 0.295 0.426 0.492

PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor X 1.10 Direct Burial Cable-MH of Interlocked Armor X.70

107

0.590 0.689 0.787 0.886

"P" ELECTRICAL Control Code P-32 _1 5 KV AND OVER WIRE CABLE (Excluding Connections)

Fld. Lbr. Code P-32

Includes the labor cost for handling and installing all wire and cable in 5KV and over power circuits including direct burial cable and ground wire when pulled in raceway system. Connections are included with Code P-35. Man-hour units include meggering and phasing and the use of installation materials. Excludes the labor cost to string wire or cable associated with overhead (i.e.. pole line) distribution systems. POWER - INSULATED/JACKETED - CU/AL - INSTALLED IN CONDUIT OR TRAY MAN-HOURS

Size mm2(AWG)

5 KV Non-Shielded 1/C 3/C

5 KV Shielded 1/C 3/C

15 KV Shielded 1/C 3/CC

8 (8) 13 (6) 21 (4) 34 42(1)

0.075 0.085 0.098 0.112 0.121

0.157 0.207 0.220 0.249 0.262

0.098 0.118 0.134 0.148 0.157

0.157 0.207 0.220 0.249 0.262

0.210 0.216

0.361 0.394

54 (1/0) 67 (2/0) 85 (3/0) 107 (4/0)

0.138 0.154 0.171 0.190

0.295 0.328 0.377 0.426

0.174 0.190 0.216 0.239

0.295 0.328 0.377 0.426

0.236 0.259 0.279 0.315

0.426 0.459 0.492 0.558

127 (250) 152 (300) 178 (350) 203 (400)

0.213 0.233 0.253 0.272

0.459 0.492 0.541 0.590

0.256 0.279 0.302 0.321

0.459 0.492 0.541 0.590

0.328 0.344 0.361 0.394

???9 ???? 0.656 0.722

108

-

254 (500) 305 (600) 381 (750) 508(1000)

0.312 0.344 0.394 0.492

0.656 0.722 0.820 1.050

0.361 0.394 0.459 0.558

0.656 0.722 0.820 1.050

Control Code P-32 5 KV AND OVER WIRE CABLE (Excluding Connections)

0.426 0.820 0.459 0.886 0.558 0.984 0.656 1.214 "P" ELECTRICAL Fld. Lbr. Code P-32

Direct Burial Cable-MH of Insulated/Jacketed X.70 Distribution (305M) Runs-MH of Insulated/Jacketed X.70 Ground Wire - MH of 600X Wire. P-80 Testing

P-80

Includes all labor associated with the hipotting of high voltage cable. The checking, meggering, bumping for rotation check and running-in of electric motors is normally charged to the major equipment account. When not supplied by the equipment vendor, then allowance should be made for testing of motor as indicated below. H.V. Cable - (HiPot) 5 KV and 15 KV - 1/C

MH/EA 5

Electrical Motors 600 V 5 KV 15 KV

8 40 300

Motor Drivers Motor drivers will be included with the control code of the driven equipment. If motors are to be purchased separately from the driven equipment, they will be requisitioned against M/R No. P-90*. (Y10) ELECTRICAL Scaffolding That portion of the scaffolding man-hours (Y10) attributable to electrical may be estimated at: 0 4% of total P man-hours

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"Q" CONCRETE GENERAL Includes all piling, concrete foundations, trenches, pits, sumps, basins. Includes Fabricating, placing, stripping, cleaning, burning or other disposal of formwork. Fabricating and placing of reinforcing steel bar/mesh. Placing of anchor bolts. Fabricating and placing of embedded (in concrete) metal. Pouring, finishing, curing, patching and sacking of concrete. All concrete additives. Waterproofing or insulating concrete. Seal Slabs. Concrete valve pits, pipe anchors and thrust blocks. Placement and maintenance of salamanders, hay, and other for weather protection of concrete pours. Concrete testing, including laboratory charges. Nails, form oil, tie-wire, rental form costs, curing materials, lumber, sonotube. Retaining walls, concrete dikes. Concrete pipe bridges. On the ground pipe sleepers consisting of a single concrete pour. Expansion joints and water stops.

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Tank pads and ring walls including sand, mastic oil, rock, etc. Concrete Structures. "Q" CONCRETE GENERAL (Continued) Concrete pipe stanchions. Concrete electrical envelope. Concrete paving Manholes - electrical or sewers. Excludes Construction of the fabricating bays/shops. Grouting. Earthwork for underground piping, sewers and electrical work. Welding rod. Earthen dikes. Structural pipe sleeper. (i.e., wood, steel) Foundations or floor slabs for buildings. (Included in "R" Account.) Excavation shoring, dewatering, backfill for foundations. ON-SITE FABRICATION

Fld. Lbr. Code Q-0 I

Q-0 I Fabricate Rebar (labor only)

I 1 MH/TONNE

Includes all labor associated with on-site fabrication of reinforcing steel to be incorporated into permanent plant concrete pours. Includes the delivery of the material to the fabrication shop/area, the bending, cutting and assembly thereof and delivery of the material to a storage area, after assembly. Cone or other covers for concrete trenches.

III

Saw filer labor included with form charges. Temporary ramps for concrete truck and buggies. -Q- CONCRETE Excludes labor to deliver rebar from storage area to point of installation which labor is included in the appropriate installation codes (see below). Q-02 Fabricate Forms (labor Only)

1.08 MH/SM

0-02

Includes all labor associated with the on-site fabrication of formwork to be used for the containing of permanent plant concrete pours. Includes the delivery of forming materials to the fabrication area. preparation and assembly of the formwork and delivery thereof to a storage area. Excludes labor to deliver the formwork from the storage area to point of installation which labor is included int he appropriate installation codes (see below). FURNISH AND PLACE CONCRETE Q-1 1 -Place Foundation Concrete for Permanent Plant Equipment- Structures and

1.3 MHRS /CM

Q-11

Includes all labor associated with the pouring of concrete for permanent plant equipment foundations and footings for structures and pipeways, including pouring concrete into pile caps and/or caissons. Includes patching, sacking and finishing as well as weather protection (straw cover, hoarding, watering, etc.), and providing temporary ramps for concrete trucks and buggies. Excludes the placing of seal slabs. (See Q-17) Q-12 Place Structural Concrete

2.6 MHRS/CM

Q-12

Includes all labor associated with the pouring and finishing of columns, beams and elevated slabs within a concrete structure and the columns and beams of "cast in place" concrete pipeways. Includes the labor to provide weather protection and temporary ramps for access to formwork. (Note- These items are normally shown on "M" drawings.) Q-13 Place Building Substructure Concrete

1.3 MHRS/CM

Q-13

Includes all labor associated with the pouring and finishing of building substructure concrete including column footings, grade beams, basement slabs and walls and grade slabs. Includes the labor to provide weather protection and temporary ramps for access to formwork. Excludes the placing of seal slabs. )see Q-17)

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"Q" CONCRETE Q-14 Place Building Superstructure Concrete

2.6 MJ-iRS./CM

Q-14

Includes all labor associated with the placing, patching, sacking and finishing of columns, beams and elevated slabs of buildings. Includes the labor to provide weather protection and temporary ramps for access to formwork. Q-16 Precast Concrete Items

Q-16

Includes the installed quantity only of the concrete associated with items precast on the jobsite (see Code Q-61) for the labor for this quantity. Q-17 Other Concrete

Q-17

Includes the installed quantity only of concrete work such as paving, cast in place manholes and catch-basins, electric cable envelopes, curbs and gutters, on grade pipe sleepers, underground pipe anchor blocks. concrete trenches, retaining walls, footings or piers for stiles, and slabs (see Code Q07X for the labor for this quantity). FURNISH AND PLACE REINFORCING STEEL Q-21 Place Foundation Rebar

22 NffWTONNE

Q-21

Includes labor for the delivery from a storage area of prefabricated and/or placing, welding and tieing of all straight or bent rebar for permanent plant equipment foundations, footings for structures and pipeways, and caissons. Q-22 Place Structural Rebar

11 MHR/TONNE

Q-22

Includes labor for the delivery from a storage area of prefabricated rebar cages and/or placing, welding and tieing of all straight or bent rebar for the columns, beams and elevated slabs of concrete structures and the columns and beams of "cast-in-place" concrete pipeways. Q-23 Place Building Substructure Rebar

22 NUMTONNE

Q-23

Includes the labor for the delivery from a storage area of prefabricated rebar and/or placing, welding and tieing of all straight or bent rebar and welded wire fabric for column footings, grade beams, basement slabs and walls and grade slabs for building substructure concrete.

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0-24 Place Building Superstructure Rebar

11 MHR/TONNE

Q-24

Same as Q-23 except applies to the column, beams, elevated walls and floors of buildings normally shown on -R- drawings. "Q" CONCRETE Q-26 Rebar for Other Concrete Work

0-26

Includes the quantity only of the rebar associated with concrete items precast on site by Bechtel labor. The labor for this operation is included in control code Q-62. Q-27 Rebar for Other Concrete Work

Q-27

Includes the installed quantity only of rebar for "Other Concrete Work". See control Code Q-17 for listing of items in this category. FURNISH FORMING, PLACE FORMING, ANCHOR BOLTS, EMBEDDED METAL Q-31 I Place and Strip Foundation

2.15 MH/SM

Q-31

Includes all labor associated with formwork for permanent plant equipment foundations and footings and pile caps for structures and pipe ways. Includes the delivery of prefabricated forms from a storage area, setting them in place, placing and aligning anchor bolts and embedded metal, and the stripping, cleaning and oiling of forms for reuse. g

Q-32 Place and Strip Structural Forms

2.69 MH/SM

Q-32

Includes all labor associated with formwork and embedded metal for columns, beams, and elevated slabs within a concrete structure and the columns and beams of "cast-in-place" concrete, pipeways. Includes the delivery of prefabricated forms from a storage area, setting them in place, placing and aligning anchor bolts and embedded metal, and stripping, cleaning and oiling of forms for reuse. (Note, these items are normally shown on "M" drawings). Q-33 Place and Strip Building Substructure Forms 2.15 MH/SM

Q-33

Includes all labor associated with formwork and embedded metal for building substructures such as column footings, grade beams, basement slabs and walls and grade slabs. Includes the delivery of prefabricated forms from a storage area, setting them in place, placing and aligning anchor bolts and embedded metal, placing screeds for slabs and stripping, cleaning and oiling forms for reuse. 6.46 MH/SM

Q-34 Place and Strip Building Superstructure

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Q-34 Forms

Includes all labor associated with formwork and embedded metal for columns, beams and elevated slabs of buildings. Includes the delivery of prefabricated forms from a storage area, setting them in place, placing and aligning anchor bolts and embedded metal, placing screeds for slabs and stripping, cleaning and oiling forms for reuse.

"Q" CONCRETE Q-36 Formwork - Precast Concrete Items

Q-36

Includes the installed quantity only of the formwork associated with concrete items precast on site by Bechtel labor. The labor for this operation is included in control Code Q-63. Q-37 7 Formwork for Other Concrete Work

Q-37

Includes the installed quantity only for "Other Concrete Work". See control code Q-17 for listing of items in this category. Q-40 Furnish Anchor Bolts and Embedded Metal

Q-40

Includes the material cost only of anchor bolts, anchor bolt sleeves, and other embedded metal. Excludes the labor to place, align and secure anchor bolts and embedded metal (with Q-31-34). 1-34). PRECAST CONCRETE ITEMS Q-61 Place Concrete

1.95 MHR/CM

Q-61

Includes all labor associated with the pouring, finishing and delivering the set up concrete to a curing area an curing operations while in said area. Q-62 Rebar for Precast Concrete

11 MHRS/TONNE

Q-62

Includes all labor for the delivery and placing of prefabricated rebar from a storage area and/or placing, welding/tieing of all straight or bent rebar required for precast concrete items. Q-63 Formwork for Precast Concrete

1.94 MH/SM

Q-63

Includes all labor associated with the placing, removing and readying for reuse all formwork required for precast concrete items. Also includes the labor to place, align and secure anchor bolts and other embedded metal. Q-69 Place Precast Structural Concrete Items

Columns 13 MHRS/CM & Beams

Includes labor to deliver all precast structural

Bents

115

6.5 MHRS/CM

Q-69

concrete items from a storage area to place of installation and all labor required set into place, align and secure. Includes grouting of columns into socket or footing. Excludes placing of precast manholes and catch basins (with Code S-32). "Q" CONCRETE OTHER CONCRETE WORK Q-71 Place Concrete Paving

100mm - 150mm 1.08 MHR/SM Q-71 200mm - 250mm 1.51 MHR/SM

I

Includes all labor associated with concrete paving such as fabrication and placing and stripping of header boards and screeds, placing of water stops and vapor barriers, expansion joints, placing and tieing of rebar or welded wire fabric, rebar chairs, and the placing. finishing and curing of the concrete. Includes required weather protection operations such as straw covering watering, etc.

Excludes grade slab within buildings which are with control codes Q*3 as appropriate. Q-72 Miscellaneous Cast in Place Concrete

300mm - 19.5 MHR/CM Q-72 200mm - 26 MHR/CM

Includes all labor associated with the forming placing of rebar and embedded metal, and pouring and finishing of miscellaneous cast-in-place concrete items such as manholes and catch basins, b d tt t t h i l t Q-73 Place U/G Electrical Conduit 5,2 MHR/CM Q-73 Includes all labor associated with the formwork, rebar and pouring of concrete for conduit envelopes. Q-74 Place Seal Slabs

6.5 MHR/CM

Q-74

Includes all labor associated with forming, placing of rebar and pouring of all other concrete not covered elsewhere, such as footings and piers for stiles, hose sheds, instrument shelters. Q-75 Place .All Other Concrete

19.5 MHR/CM

Q-75

Includes all labor associated with forming, placing of rebar and pouring of all other concrete nto covered elsewhere, such as footings and piers for stiles, hose sheds, instrument shelters. Q-90 Furnish Shims and Grout

Q-90

116

Includes the material cost only of shim stock and grouting materials such as cement, sand, "embeco" and other field procured materials required to complete the securing of all equipment and structural columns to their foundations.

"Q' CONCRETE" Concrete Work (Alternate "Overall" Technique) Forms Rebar Concrete -

Fabricate, Place, Remove (Incl. Embeds) Fabricate and Install Pour., Finish, Patch

3.23 MH/SM 22. MH/TONNE 1.3 MH/CM

Composite Standards: Process.Area Average (1.85M + 38 kg) Equipment Foundations Mass Slabs (Several Feet thick) (05 SM+118 kg) Cooling= Tower Basins, Excl. Pump Pit Tank Ringwalls (15M + 35 kg) Trenches Pits, Boxes, etc. - 300mm Wall 200mm Wall Concrete Electrical Envelope (Allow 0.05 CM/CM U/G Conduit) Concrete Paving 100mm to 150mm 200mm to 250mm Concrete Anchors, Thrust Blocks

9.1 MH/CM 13 MH/CM 5.2 MH/CM 10.4 MH/CM 5.2 MH/CM 19.5 MH/CM 26 MH/CM

5.2 MH/CM 1.08 MH/CM 1.51 MH/CM 32.5 MH/CM

Concrete Pipe Stanchions Precast beams and columns Precast as whole bents

 

Precast Erect Precast Erect

Cast in place

26 13 I -1~

MH/CM MH/CM MH/CM 6.5 MH/CM 45.5 MH/CM

Concrete Structures Formwork Rebar Fabricate and Install Concrete Work Embedded Metal

7.53 MH/SM 19.8 MH/TONNE 3.12 MH/CM 0.28 MH/KG

117

R&C Average (2.65 SM + 177 KG + 5 KG)

28.6 MH/CM

"S" SITE WORK

GENERAL Includes clearing. grubbing, grading, fencing, signs, railroads, roads, walks, parking areas, landscaping, pavin sewers and drainage systems. paving, Includes Sewer pipe, fittings, cleanouts, jointing materials, testing, etc. Earthwork for sewer lines including shoring, dewatering and backfill. Excavation, shoring, dewatering, backfill for foundations. Curbs and gutters. Culverts and open channels. Rough and fine grading. Base course for roads and walks. Sleeves for all Underground Lines. Earthen dikes. Paving expansion joints. Earthwork for process and utility piping, foundations or electrical work. Earthwork for U/G conduit concrete envelopes. Excludes Fire protection system. Underground process and utility piping.

118

I Plumbing within building. I led

Painting. Pits. sumps. basins, valve boxes. "S" SITE WORK Temporary railroads, walk roads, fencing, parking lot, drainage.

\1 T

sing

Dike Stiles S-01 Clearing and Grubbing

Farm Land - 6 MH/HECTARE Wooded - 15 MH/HECTARE

S-01,

Includes the subcontract and/or labor cost to clear and grub the construction site including the area which will be used for temporary facilities. S-02 Stripping and Rough Grading

Excavation and Disposal

Includes the subcontract and/or labor cost Backfill associated with the stripping, and rough grading of the construction site. Includes the cut and fill operations required to bring the site to design elevation including disposal of excess cut materials, the cost of imported fill materials and the compaction thereof. Essentially includes all operations performed by a large "belly-opening" scraper working unassisted.

.13 MHCM

S-02

.13MH/CM

Excludes the excavation and backfill operations for specific items such as foundations, tank dikes, underground systems, surface drainage ditches unless incorporated into the site grading package.

S-03 Dewatering

Estimated on an individual basis

Includes all dewatering operations (well points, etc.) for general drain age of the site as well as specific dewatering operations.

119

S-03

"S" SITE WORK 5-11 Excavation

S-11

Includes the subcontract and/or labor cost for all excavation operations following rou gh grading regardless of end usage. Included would be excavation for ponds. lagoons, pits, foundations., underground pressure piping, conduit. sewers and drains, ditches, etc., unless performed by an unassisted scraper (see S-02 U/G-Pipes - Excavation, Disposal and Backfill On Plot or Short Runs Off Plot Lone Runs

1.95 MH/CM 1.0 MH/CM

Underground Conduit (Allow 0.10 CM/LM U/G Conduit)

1.95 MH/CM

For small excavations (foundations that are individually excavated) using backhoes and the like, with some hand digging. Excavation and Disposal Backfill and Compaction

0.65 MH/CM Excavated 1.17 MH/CM Backfill

For large bulk or mass excavation performed by earthmoving equipment such as dozers, scrapers and clamshells. Work includes open pits, lagoons but not activities similar to rough grading. Excavation and Disposal Backfill and Compaction

0.26 MH/CM Excavated 0.52 MH/CM Backfill

Removal of rock or concrete by blasting

120

or chipping

Chipping Blasting

6.6 MH/CM 1.3 MH/CM 0 led is

W "S" SITE WORK

S-12 Backfill

See 5-1 I for unit rates

S-12

IT

Includes the subcontract and/or labor cost associated with backfilling the excavations of control Code S-1 1. Includes the cost of acquiring and hauling selected material to the area and the compaction of the backfill. S-20 Piling

S-20

Includes the material. direct labor and/or subcontract cot to furnish and place bearing and/or uplift pilin g ..-also Includes the drilling and lining of caissons. icing

Excludes forms. rebar and concrete for pile caps and the placing of rebar and concrete in caisson excavations. These costs are included with the appropriate control codes in the "Q" Account. Wood Piles Drilled Caissons incl. Concrete Fill Steel or Concrete Piles Wood Sheet Piles - Install and Remove Steel Sheet Piles - Install Piles

5.0 MH/EA 3.9 MY/CM 16.0 MH/EA 2.15 MH/SM 2.15 MH/SM

- Install Wales (Steel Bracing) - Remove Wales - Remove \Vales

22

MH/TONNE MH/TONNE

1.08 MH/SM

S-31 Sewers and Drainage Systems Includes all costs associated with the furnishing and installation of sewer and drainage piping regardless of materials of construction (e.g., cast iron,

121

5.5

vitrified clay, concrete pipe, carbon steel pipe, corrugated metal pipe, etc.). Pertains to systems normally shown on "S" drawings.

"S" SITE WORK Cast Iron Sewer Pipe

Non-Metallic Pipe Corrugated Metal Pipe

- to 250 mm  300mm to 600mm  over 600mm - to 250mm  375mm to 750mm

Refer to L-70

1.64 MH/LM 2.46 MH/LM 3.28 MH/LM 4.92 MH/LM 6.56 MH/LM

- Carbon Steel Pipe - Use Standards in "L" Account 40 MHRS/EA.

5-32 Precast Manholes and Catch Basins

S-32

Includes the material cost of manufactured components associated with manholes and catch basins in sewer and drainage systems and electrical manholes such as concrete cylinder pipe sections, cast-iron manhole covers and frames. Installation costs include all labor to install the purchased components cited above and the setting into place items precast on site (see Codes Q-61 through Q-69). S-41 Fine Grading

(Hand) on Plot (Mach) off Plot

0.32 MH/SM 0.032 MH/SM

S-41

Includes the subcontract and/or labor cost associated with the fine grading operations of the entire construction site including road network and parking areas. S-42 Place and Level Sub-Base

S-42

Includes the subcontract and/or material

122

and labor costs associated with furnishing and placing of crushed rock, shell or other surface treatments of roads, parking lots, tank pads, and other plant areas.

"S" SITE WORK Rock or Shell Paving - 50mm to 100mm (Hand) (ON Plot) 0.22 MH/SM (Mach OFF Plot) 0.022 MH/SM 150mm to 200mm (Hand) (ON Plot) 0.32 MH/SM (Mach OFF Plot) 0.022 MH/SM Sand Tank Pads (Hand (ON Plot) 0.11 MH/SM (Mach OFF Plot) 0.011 MH/SM 0.54 MH/SM

S-43 Asphalt Paving (Small area as 50mm topping

S-433

Includes the subcontract and/or material and labor costs associated with furnishing, placing and finishing asphalt paving for roads, parking lots, tank pads, dikes, lagoons, etc. Includes oiling of dike and ditch slopes, and other surfaces requiring same. Work included is normally shown on "S" drawings. Note: Estimate base for A/C paving separately. S-51 Dikes

0.04 MH/CM

S-51

0.49 MH/LM

S-52

3.94 MH/LM

S-53

Includes the subcontract and/or labor costs to place, form and compact dikes required for tank forms or other areas needing earthen enclosures. S-52 Fencing Includes the subcontract, material and labor costs associated with furnishing and installing fencing along the site perimeter, around parking lots and buildings, substations, etc. S-53 Railroad Trackage Includes the subcontract, material and labor costs to install railroad trackage including ballast, ties, turnouts, and stops.

123

Excludes earthwork and rough grading required to be done before placing of ballast. (With S-02). I led is

d

"S" SITE WORK S-59 Landscaping

To be estimated on an individual basis

S-59

MT

Includes the subcontract, material and labor costs associated with landscaping operations. S8* Miscellaneous Sitework

To be estimated on an individual basis

Includes the subcontract, material and labor costs for other sitework operations peculiar to a specific project which are not covered above. Includes wooden stiles across tank dikes or grade level pipeways, wooden pipe sleepers at grade. (Expand as necessary).

S-8*

ising

Includes the subcontract, material and labor costs for other sitework operations peculiar to a specific project which are not covered above. Includes wooden stiles across tank dikes or grade level pipeways, wooden pipe sleepers at grade. (Expand as necessary).

124

Am

"Y" OTHER AREA DIRECTS Control Code Y-10 Erect and Dismantle Scaffolding

Fld. Lbr. Code Y-10

\IT k

Includes the labor only associated with the erection, moving and dismantling of all scaffolding required for direct labor operations. Scaffolding man-hours will be estimated with each letter account (see Standards for "F', "L", etc.) prior to being transferred (or budgeted) under Y-10, using the following: Equipment Instruments Piping Steelwork Insulation Electrical Concrete Buildings Sitework

-

Zero or individually estimated 3% of "J" A/C Man-hours 7% of "L' A/C Man-hours I% of "M" A/C Man-hours 0% (included in "N" rates) 4% of "P" A/C Man-hours 0% of "Q" A/C Man-hours 0% (included in "R' rates) 0% of "S" A/C Man-hours

Y-20 Temporary Electrical Facilities

king im Y-20

Includes the labor only for the repair, relocation and maintenance of temporary power facilities after initial installation, within Direct Plant construction areas. Excludes initial installation associated with temporary electrical facilities (with Code I -SO). These man-hours are initially estimated in the field distributables. The major portion of the man-hours are then budgeted to the appropriate area. Y-30 Clean-up

Y-30

Includes labor only associated with the general clean-up of a Direct Plant construction area. Excludes the labor required for a particular direct labor operations which will

125

included with that operation and clean-up operations associated with Distributable Field cost operations (i.e., general type clean-up that cannot be allocated to a Direct Plant construction area. These man-hours are initially estimated in the field distributables. The major portion of the man-hours are then budgeted to the appropriate area.

Bled is id

SIT

[sing LIM

126