Bechtel Estimation Manual

INTRODUCTION In the late 1950's and early 1960's, Bechtel accumulated a wealth of statistical data of 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 the reporting practice in 1984, but the fundamental standard rates each commodity remain essentially unchanged. Unless instructed otherwise by division management, all estimates will use the STANDARD UNIT MANHOURS detailed herein. Conversation of estimated standard manhours to site manhours, calculation of direct labor costs, and evaluation of field distributables to reflect site and project condition are not part of these standards. This section contains a part for each major commodity group (letter account) as follows: 1. BPI Standard Manhours 2. BPI Code of Accounts These define the scope chargeable to each major commodity group (letter account). The standard now incorporate an alternate method of estimating standard piping manhours using detailed work operation derived from "page & Nation" publications. These alternate piping standard should only be used where significantly greater precision is required (such as lump sum construction bidding).

TABLE OF CONTENTS .

C D E F G K L T J M N P Q S Y

Columns & Pressure Vessels Tanks Exchanger Fired Heaters Pumps & Drivers Compressors & Drivers Piping Special Equipment Instruments Steel Insulation & Fireproofing Electrical Concrete Site Work Other Area Directs

The subsequent described below are group into Sheet "L" of this book: SUR-PIPING SUR-SPOOL SUR-VALVES SUR-BOLT-UPS SUR-WELDS SUR-BEVELS SUR-PIPE SUR-FITTINGS

Standard Unit Rates- Piping Standard Unit Rates- Spool Standard Unit Rates- Valves Standard Unit Rates- Bolt-Ups Standard Unit Rates- Weld Standard Unit Rates- Bevels Standard Unit Rates- Pipe Standard Unit Rates- Fittings

R&C Manhour Standard Stand. Unit Manhours Est. Basic Piping Mhours Labor Productivity MASONRY

SAME Standard Unit Manhours Estimating Basic Piping Manhours SAME SAME

Correspondence: Per our conversation, attached is BI's most recent updated manual. I would recommend that when you estimate productivity versus standards that the following productivity factors be used on typical direct hire project with normal working/density conditions.

Account Q (Conc) P (Elec) L (Pipe) S (Site) M (Steel) J (Instr) C Vol/Vess Equip. Overall Aug.

Northern Calif. 0.85 0.85 1.05 0.90 0.95 0.95

Southern Calif. 0.95 0.95 1.15 1.00 1.10 1.00

Pacific North West 0.80 0.80 1.00 0.90 0.95 0.90

1.05 0.98

1.10 1.10

1.00 0.94

Bechtel Construction, Inc. BPI ESTIMATING REFERENCE BPI MANHOUR STANDARDS TABLE OF CONTENTS C D E F G K T J M N P Q S Y

Columns & Pressure Vessels Tanks Exchanger Fired Heaters Pumps & Drivers Compressors & Drivers Special Equipment Instruments Steel Insulation & Fireproofing Electrical Concrete Site Work Other Area Directs

SUR-PIPING SUR-SPOOL SUR-VALVES SUR-BOLT-UPS SUR-WELDS SUR-BEVELS SUR-PIPE SUR-FITTINGS

Standard Unit Rates- Piping Standard Unit Rates- Spool Standard Unit Rates- Valves Standard Unit Rates- Bolt-Ups Standard Unit Rates- Weld Standard Unit Rates- Bevels Standard Unit Rates- Pipe Standard Unit Rates- Fittings

R&C Manhour Standard Stand. Unit Manhours Est. Basic Piping Mhours Labor Productivity MASONRY

SAME Standard Unit Manhours Estimating Basic Piping Manhours SAME SAME

Correspondence: Per our conversation, attached is BI's most recent updated manual. I would recommend that when you estimate productivity versus standards that the following productivity factors be used on typical direct hire project with normal working/density conditions.

Account Q (Conc) P (Elec) L (Pipe) S (Site) M (Steel) J (Instr) C Vol/Vess Equip. Overall Aug.

Northern Calif. 0.85 0.85 1.05 0.90 0.95 0.95

Southern Calif. 0.95 0.95 1.15 1.00 1.10 1.00

Pacific North West 0.80 0.80 1.00 0.90 0.95 0.90

1.05 0.98

1.10 1.10

1.00 0.94

INTRODUCTION In the late 1950's and early 1960's, Bechtel accumulated a wealth of statistical data of 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 the reporting practice in 1984, but the fundamental standard rates each commodity remain essentially unchanged. Unless instructed otherwise by division management, all estimates will use the STANDARD UNIT MANHOURS detailed herein. Conversation of estimated standard manhours to site manhours, calculation of direct labor costs, and evaluation of field distributables to reflect site and project condition are not part of these standards. This section contains a part for each major commodity group (letter

account) as follows: 1. BPI Standard Manhours 2. BPI Code of Accounts These define the scope chargeable to each major commodity group (letter account). The standard now incorporate an alternate method of estimating standard piping manhours using detailed work operation derived from "page & Nation" publications. These alternate piping standard should only be used where significantly greater precision is required (such as lump sum construction bidding).

INDEX Letter Account Code

C D E F G K T

J L M N P Q R S X Y

Commodity Group

Page 5.2 -

MAJOR EQUIPMENT Columns and Pressure Vessels Tanks and Storage Facilities Exchangers Fired Heaters Pumps & Drivers Compressors & Drivers Special Equipment OTHER DIRECT MATERIAL Instrumentation Piping Structural Steel Insulation and Fireproofing Electrical Concrete Work Building Site Improvement Painting Other Area Directs: Scaffolding, Temporary Electrical Facilities and General Clean-up

Attachment: A. Piping Standards by Work Operation.

ATTACHMENT B SUMMARY OF PROPOSED CHANGES TO BPI MANHOUR STANDARDS JULY 1984 GENERAL References to cost codes for material costs have been deleted throughout the manhour standards, because they were in conflict with the cost code definitions in the "Project Cost Control Code of Accounts" procedure 302 issued May 1978. These definitions are more up to date and consistent with current practice. The Project Cost Control Code of Account will be included in the Estimating Reference in the next issue. Scaffolding standards have been included for the first time. EQUIPMENT Minor revisions have been made to small vessels and pumps up to 600 HP. We are still reviewing potential changes to air coolers and compressors. INSTRUMENTS Different type of flow switches, displacement level instruments and differential pressure gauges have been "broken out" from the previous averages. Other changes are very minor and we have resisted the temptation to change because we have had good success with the account. PIPING Multipliers (on the C.S. Rates) for: Alloy Field Fabrication (normally a small item) have been increased by around 30% based on similar shop rates from Shop Fabricators Alloy Pipe Installation (normally a significant item) have been increased by around 5% based on Field Welds. Small bore piping rates for Fabrication and erection are

3 8 10 12 16 18 20

22 34 58 62 67 94 106 113

now based on size and not method of fabrication. This increases small Bore Fab + Install Standard Rates from around 0.6 to 0.9 MH/LF, which is close to actual practice in both Houston and San Francisco. We have included a new (low) rate for installing 2" rack piping and we will be using account L11 in future to track rack pipe 2" and larger. Rates have been included for pre-insulated piping (unitherm, etc.) and different stress relieving techniques. We estimate that the changes above may have increased our piping standards by 5% overall excluding the small-bore piping changes. STRUCTURAL STEEL Minor changes of little significance. INSULATION/FIREPROOFING Piping insulation rates have been increased by a factor of around 1.75 because we have discovered the previous standards excluded the installation of the jacket. Standard for cryogenic insulation have been added. Fireproofing standards are unchanged ELECTRICAL Definition for U/G PVC conduit installation have been improved, based on jobsite feedback. Account P29 has been made a labor account exclusively for the installation of large electrical boxes. We are expecting our estimators to interpret these standards strictly, and to show any allowances they have added as a "bottom-line" entry so that it can be reviewed easily. CONCRETE The rates for foundation concrete/rebar placing and formwork have been revised as follows Q11 Place Concrete Q21 Place Rebar Q02 Fabricate Forms Q31 Place/Strip Forms Overall Rate (1CY + 15SF + 0.075T) 6.4 / 7.0MH/CY

OLD

NEW

UNIT

1.50 15.00 0.10 0.15

1.00 20.00 0.10 0.20

MH/CY MH/TON MH/SF MH/SF

Rates for Superstructure and Building concrete have been revised accordingly. The increase in rates in this account is balanced by a decrease in the "S" account. BUILDINGS Minor changes of little significance. SITEWORK Description of earthmoving operations have been revised to ensure that the (low) rough grading rate is used wherever appropriate. Rates for mass excavation/backfill have ben revised as follows: OLD S11 Excavation 0.50 S12 Backfill 0.25

NEW 0.20 0.40

Overall Rate (1CY Ex +0.8 CY B/F) 0.70/0.52 MH/CY Excavation This reduction of around 25% in excavation/backfill counterbalances the concrete increase and is closer to actual experience.

"L" - PIPING GENERAL Includes The following is a list of piping system that belong in the "L" Account. 1. All process piping (aboveground and belowground) 2. All utility piping (air, water steam including instrument air header).

UNIT MH/CY MH/CY

3. 4.

All vessel and pump trim piping (vent and drains including strong strong backs and bridles). Steam tracing (piping, instrumentation and in some cases, vessel tracing). Fire protection systems.

5. Excludes The following is a list of piping system that belong in the other Accounts. "J" Account 1. Instrument Air Sub-header 2. Instrument tubing "S" Account 1. Sewers (incl.oily water storm and sanitary sewers) 2. Surface drainage "R" Account 1. Building Plumbing 2. Heating and Ventilating Piping A supplemental method using work operation is included - See Attachment A.

L-011 Field Fabricate C.S. Pipe - 2" and Smaller includes the direct labor associated with on-site shop fabrication of all 2" and smaller carbon steel pipe for installation aboveground or underground. Size (inch) MH/LF 1/2 0.26 3/4 0.27 1 0.29 1 1/2 0.34 2 0.39

Fld. Lbr. Code L-01

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 Fabricated C.S. Pipe - 2 1/2" and Larger Includes the direct labor associated with on-site shop fabrication of all 2 1/2" and larger carbon steel pipe for installation aboveground and underground, including fire hydrants if applicable.

Fld. Lbr. Code L-02

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).

Pipe Size (inch) .5 .75 1 1.25 1.5 2 2.5 3 4 5 6 8 10 12 14 16 18 20 24 30 36 42

Pipe Erection MH/LF 0.06 0.06 0.07 0.07 0.08 0.09 0.12 0.13 0.14 0.17 0.25 0.31 0.38 0.43 0.50 0.60 0.68 0.78 0.80 0.85 0.90 0.95

Spool Erection

Butt Weld

0.08 0.10 0.12 0.15 0.18 0.21 0.26 0.32 0.39 0.50 0.62 0.76 0.84 0.90 0.96 1.00 1.10 1.20 1.30 1.40

0.40 0.60 0.90 1.10 1.20 1.30 1.40 1.50 1.60 2.00 2.40 3.20 4.00 4.80 5.60 6.40 7.20 8.00 9.60 12.00 14.40 16.80

Reinforced

1. FOREMAN ADD 14% TO LABOR HOURS 2. EQUIPMENT ADD 23% TO LABOR HOURS 3. CONSUMABLES ADD 2% TO LABOR HOURS 4. SMALL TOOLS ADD 3% TO LABOR HOURS 5. FIELD STAFF AS REQUIRED 6. SUPPORT CRAFT ADD 21% TO LABOR HOURS 7. MOBILIZATION ADD MOVEOUT AS REQUIRED 8. SHUTDOWN FACTOR 33% 9. ALLOY PIPE WELDING ADD 50%

Socket Weld Saddle Weld 0.50 0.60 0.70 0.80 0.90 1.00 1.30 1.50 1.70

1.00 1.20 1.40 1.60 1.80 2.20 2.40 2.90 3.60 4.20 5.00 6.00 7.50 9.00 10.00 11.00 12.50 14.00 16.80 20.90

Weld MH/EA 3.00 4.00 4.60 5.60 6.00 6.60 8.00 9.60 12.00 14.00 16.60 20.00 25.00 29.60 32.60 37.00 42.00 46.60 56.00 69.60

Thread

Flange

Connection

Connection

Valve Intall

Cut

Prep

0.23 0.26 0.56 0.60 0.68 0.90 1.20 1.50

0.50 0.50 0.50 0.50 0.50 0.60 0.80 0.80 2.00 2.50 2.50 3.00 3.50 4.00 5.00 5.50 6.00 7.00 7.50 8.00 10.50 12.00

0.50 0.50 0.60 0.70 0.70 0.80 0.90 0.90 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 6.00 7.00 8.00 9.00 10.00

0.10 0.10 0.10 0.15 0.18 0.20 0.22 0.25 0.28 0.29 0.30 0.32 0.39 0.47 0.60 0.70 0.80 0.90 1.10 1.20 1.60 2.00

0.10 0.10 0.10 0.15 0.18 0.20 0.22 0.25 0.28 0.29 0.30 0.40 0.50 0.60 0.70 0.80 0.10 1.20 1.50 2.00 2.50 3.00

10. HYDROTEST ADD 5% TO LABOR HOURS 11. STRESS RELIEVING AS REQUIRED SHOP FABRICATION LABOR COST IN HOURS Reinforced

Pipe Size (inch) 1 1.25 1.50 2 2.50 3 3.50 4 5 6 8 10 12 14 16 18 20 24 30

Butt Welds

Nozzle Welds

Nozzle Welds

0.70 0.70 0.80 0.80 1.00 1.10 1.30 1.40 1.70 1.80 2.40 3.00 3.50 3.90 4.40 5.00 5.50 6.70 8.30

1.80 1.80 2.00 2.00 2.50 2.80 3.30 3.50 4.30 4.50 6.00 7.50 8.80 9.80 11.00 12.50 13.80 16.80 20.80

3.60 3.60 4.00 4.00 5.00 5.60 6.60 7.00 8.60 9.00 12.00 15.00 17.60 19.60 22.00 25.00 27.60 33.60 41.60

Socket Mitre Weld Welds MH/EA. 1.10 0.50 1.10 0.60 1.20 0.70 1.20 0.80 1.50 0.90 1.70 2.00 2.10 2.60 2.70 3.60 4.50 5.30 5.90 6.60 7.50 8.30 10.10 12.50

Flange Boltup

Install Valve

0.50 0.50 0.50 0.50 1.30 1.50 1.80 2.00 2.50 2.50 3.00 3.50 4.00 5.00 5.50 6.00 7.00 7.50 8.00

0.50 0.50 0.50 0.50 0.80 0.80 0.80 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50

Screwed Joints 0.40 0.50 0.60 0.70 0.80

1. ADD 2.00 MANHOURS FOR SHOP 2. ADD FOR LOADING & HAULING 3. ADD FOR Q.A. 4. ADD 0.50 MANHOURS FOR CONSUMABLES 5. ADD SHOP SUPT. 6. ADD EQUIPMENT CRANE & ETC. FIELD PIPING LABOR COST IN HOURS Reinforced

Pipe Size (inch) 1 1.25 1.50 2 2.50 3 3.50 4 5 6 8 10 12 14 16 18 20 24 30

Pipe Spool Erection MH/L.F. 0.07 0.08 0.12 0.15 0.18 0.21 0.24 0.27 0.33 0.39 0.52 0.66 0.76 0.84 0.90 0.96 1.00 1.10 1.20

Field Butt Welds

Flange Boltup Install Valves

Nozzle Welds

Nozzle Welds

Mitre Welds

4.60 5.60 6.00 6.60 8.00 9.60 11.00 12.00 14.00 16.60 20.00 25.00 29.60 32.60 37.00 42.00 46.60 56.00 69.60

1.40 1.70 1.80 2.00 2.40 2.90 3.30 3.60 4.20 5.00 6.00 7.50 8.90 9.80 11.10 12.60 14.00 16.80 20.90

Socket Welds

Screwed Joints

0.60 0.70 0.80 1.00 1.30

0.50 0.60 0.70 0.90 1.20 1.50

MH/EA. 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.17 0.20 0.26 0.33 0.38 0.42 0.45 0.48 0.50 0.55 0.60

0.90 1.10 1.20 1.30 1.60 1.90 2.20 2.40 2.80 3.30 4.00 5.00 5.90 6.50 7.40 8.40 9.30 11.20 13.90

0.50 0.50 0.50 0.50 1.40 1.70 1.90 2.00 2.50 2.50 3.00 3.50 4.00 5.00 5.50 6.00 7.00 7.50 8.00

1. FOREMAN ADD TO LABOR HOURS 14% 2. OPERATOR ADD TO LABOR HOURS 14% 3. EQUIPMENT ADD TO LABOR COST 23% 4. CONSUMABLES ADD TO LABOR COST 2% 5. SMALL TOOLS ADD TO LABOR COST 3%

Field Fabrication* - Carbon Steel Piping Normal Wall Heavy Wall (under 3/4" thick) (3/4" & over thick) Size (inch) MH/L.F. Size (inch) MH/L.F. 3 0.47 3 0.70 4 0.55 4 0.94 6 0.72 6 1.44 8 0.85 8 1.70 10 0.98 10 1.96 12 1.11 12 2.22 14 1.22 14 2.44 16 1.34 16 2.68 18 1.43 18 2.86 20 1.60 20 3.20 24 1.90 24 3.68

0.50 0.50 0.50 0.50 0.80 0.80 0.80 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 6.00 7.00 8.00

2.30 2.80 3.00 3.30 4.00 4.80 5.50 6.00 7.00 8.30 10.00 12.50 14.80 16.30 18.50 21.00 23.30 28.00 34.80

* Use work operation method and manhour standards if detailed available. L-021 Field Fabricated Alloy Pipe - 2" and Smaller Includes the direct labor associated with on-site shop fabrication of all 2" and smaller alloy pipe for installation aboveground or underground.

L-03

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 Fabricated Alloy Pipe - 2 1/2" and Larger Includes the direct labor associated with on-site shop fabrication of all 2 1/2" and larger alloy pipe for installation aboveground or underground.

L-04

Use C.S. piping field fabrication manhour standards in conjunction with field fabrication multipliers for all alloy piping fabrication.

Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

Field Fabrication Multipliers Material Classification - Group Numbers 0.50% Moly to 1.5-2.00 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-GR1*, GR4, GR9* Hasteloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, CU-NI, Monel, Inconel, Incoloy, Alloy 20 Alluminum

Multiplier 1.70 2.00 2.40 2.00 2.00 2.00 3.00 2.40 2.70

* Where standard carbon stell 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). L-05 Field Fabricated 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, and the delivery of the fabricated items to a storage area or point of installation (with Code L-99). L-09 Fabricate Pipe Hangers and Supports Includes the on site fabrication of all aboveground pipe hangers and supports (e.g., brackets, braces, shoes, etc.) made from structural steel shapes.

Unit Rates to be established on a job by job basis

Unit Rates to be established on a job by job basis

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-111 Install A/G C.S. Piping - 2" and smaller The installation of 2" 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 the installation of piping specialities, 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. Aboveground Erection MH/4 1/2" 0.59 3/4" 0.61 1" 0.63 1 1/2" 0.66 2" (Spooled) 0.68 2" (Rack) 0.28 Excludes 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

Fld. Lbr. Code L-11

installation of piping furnished with equipment (e.g., lube and/or seal oil piping 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. Install A/G C.S. Piping - 2 1/2" and Larger The installation of 2 1/2" and larger aboveground 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 list" resulting from P&ID checks, and the repairing of defects detected by testing and inspection operations. The installation operation will be segregated between straight run and spooled piping by size grouping as follows: Control Code L-122 L-123 L-124 L-125 L-126 L-127 L-128 L-129

Install Straight Run A/G Piping 2 1/2" to 6" Install Straight Run A/G Piping 8" to 12" Install Straight Run A/G Piping 14" to 24" Install Straight Run A/G Piping 26" & Larger Install Spooled A/G Piping 2 1/2" to 6" Install Spooled A/G Piping 8" to 12" Install Spooled A/G Piping 14" to 24" Install Spooled A/G Piping 26" & Larger Install Carbon Steel piping - On Plot (and complex off plot) Manhours/L.F. (Aboveground) Normal Wall Heavy Wall (Under 3/4" Thk.) (3/4" & Over Thk.) Size (inch) Rack Spooled Rack Spooled 3 0.31 0.76 0.32 1.01 4 0.33 0.90 0.37 1.20 6 0.47 1.03 0.62 1.36 8 0.57 1.21 0.73 1.60 10 0.84 1.29 1.26 1.94 12 1.01 1.34 1.41 2.16 14 1.16 1.40 1.53 2.34 16 1.39 1.46 2.34 2.53 18 1.45 1.52 2.46 2.74 20 1.60 1.60 2.59 2.95 24 1.80 1.80 3.36 3.36 30 2.10 2.10 3.93 3.93 36 2.40 2.40 42 2.70 2.70 48 3.00 3.00 60 3.60 3.60

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) Manhours/L.F. Size (inch) MH/L.F. .50 0.11 .75 0.12 1 0.12 1.50 0.16 2 0.16 3 0.23 4 0.26 6 0.45 8 0.55 Install Lined Carbon Steel Pipe Manhours/L.F. Cement Lined (Welded Epoxy Rubber (Flgd. Ends) Ends) Size (inch) Size (inch) 1 0.17 2 0.23 1.50 0.25 3 0.27 2 0.32 4 0.37 3 0.49 6 0.53 4 0.63 8 0.64 6 0.86 10 0.94

Fld. Lbr. Code L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19

8 10 12

Size

(inch) 1 1.50 2 3 4 6 8 10

1.56 2.65 3.18

12 14 16 18 20 24

Install FRP Pipe (Flange Ends) Manhours/L.F. MH/L.F. Size (inch) 0.12 12 0.17 14 0.22 16 0.28 18 0.36 20 0.48 24 0.90 30 1.13 36

1.13 1.30 1.47 1.62 1.80 2.02

MH/L.F. 1.35 1.58 1.80 2.03 2.25 2.70 3.38 4.05

Install Asbestos - Cement Pipe Manhours/L.F. Size (inch) MH/LF 3 0.19 4 0.2 6 0.2 8 0.28 10 0.31 12 0.36 14 0.4 16 0.44 Install Clay Tile Pipe Manhours/L.F. Rubber Ring Size (inch) Mortar Joint Joint (inch) 4 0.20 0.10 6 0.25 0.14 8 0.40 0.20 10 0.50 0.25 12 0.66 0.33 15 0.74 0.35 18 0.80 0.40 21 1.00 0.50 24 1.40 0.70 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 Concrete Pipe Manhours/L.F. Size (inch) Plain End T&G 8 0.30 0.29 10 0.34 0.33 12 0.35 0.34 15 0.40 0.38 18 0.44 0.44 20 0.46 0.44 24 0.50 0.48 Install Reinforced Concrete Pipe Manhours/L.F. Size (inch) Plain End Bell End T&G 30 0.46 0.83 0.74 33 0.49 0.90 0.81 36 0.50 0.98 0.88 39 0.51 1.05 0.94 42 0.53 1.13 1.00 45 0.54 1.20 1.06 48 0.55 1.28 1.11 54 0.60 1.35 1.18 60 0.68 1.50 1.45 Install Bordsilicate Glass Pipe (With Beaded Ends for Compression Couplings) Manhours/L.F. Size (inch) MH/L.F.

1.50 2 3 4 6

0.21 0.22 0.23 0.25 0.26

Install Carbon Steel Piping - Off Plot Interconnecting Lines (Assumes Double Random length Pipe) Manhours/L.F. UnderAboveground ground On Elevated Racks Size (inch) On Sleeper T&G 2 0.19 0.24 0.22 3 0.23 0.29 0.26 4 0.25 0.31 0.28 6 0.30 0.38 0.34 8 0.38 0.48 0.43 10 0.47 0.66 0.57 12 0.55 0.77 0.66 14 0.69 0.96 0.82 16 0.80 1.20 1.00 18 0.90 1.30 1.10 20 1.00 1.40 1.20 24 1.20 1.60 1.40 30 1.50 1.90 1.70 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/warehouse to the area of installation (see code L-99, material handling). Also excludes the installation of piping furnished with equipment (e.g., lube and/or seal oil piping 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-17 Carbo Steel Piping Specialties Items covered by this code encompass such things as: exhaust heads, flame arrestors, 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 coupling, sample outlet and coolers, eye wash and shower stations, etc. (Material only) Install Utility Hose and Hose Rack 10 Install Safety Shower Units 25 Fire Hydrants 25 L-211 Install Alloy A/G Piping - 2" and smaller The installation of 2" 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 bolts-ups, and the installation of control and relief valves, the the installation of piping specialities, 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.

Fld. Lbr. Code L-50

manhours per unit manhours per unit manhours per unit Fld. Lbr. Code L-21

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 - 2-1/2" and Larger The installation of 2-1/2" and larger A/C 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 P&ID 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 2 1/2" to 6"

L-22

L-223

Install Straight Run A/G Piping 8" to 12"

L-23

L-224

Install Straight Run A/G Piping 14" to 24"

L-24

L-225

Install Straight Run A/G Piping 26" & Larger

L-25

L-226

Install Spooled A/G Piping 2 1/2" to 6"

L-26

L-227

Install Spooled A/G Piping 8" to 12"

L-27

L-228

Install Spooled A/G Piping 14" to 24"

L-28

L-229

Install Spooled A/G Piping 26" & Larger

L-29

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). Use C.S. Piping installation manhour standards in conjunction with Alloy fieUse C.S. Piping installation manhour installation. L3* to L5 Install Specialty Piping

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

"Specialty Piping" is defined as: (a)

All aboveground 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 aboveground and/or underground 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/L70). Control codes L3* to L5* 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 M/R numbers will follow the control code (i.e.: for control code L31, the Field Labor code will be L31, and the Home Office M/R number(s) will be L31*). 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.

Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

Installation Multipliers Material Classification - Group Numbers 0.50% Moly to 1.50-2.00% Chr. 1.75-2.25% Chr. to 4.00-6.002 Chr. 6.00-8.00% Chr. to 10.00-15.00%Chr.,3.5% Nickel Stainless Steals Types 304, 309,310, 316 Copper, Brass, Everdur ASTM A-333-GRI*, CR4, GR9* Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 b 347, Cu-Ni, Monel, Inconel, Incoloy,Alloy 20 Aluminum

* Where standard carbon steel welding procedures and filler metal can be used, alloy multiplier will not apply.

Multiplier 1.2 1.3 1.5 1.3 1.3 1.3 1.7 1.5 1.6

L-70 Install Underground Carbon Steel Piping 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 P&ID 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.

Fld. Lbr. Code L-70

Install Underground Carbon Steel Pipe (Normal wall under 3/4" Thk.)

Size (inch) 2.5 3 4 6 8 10 12 14 16

MH/L.F. 0.50 0.55 0.60 0.72 0.86 0.98 1.10 1.20 1.30

Size (inch) 18 20 24 30 36 42 48 60

MH/L.F. 1.40 1.50 1.70 2.00 2.40 2.70 3.00 3.60

For Carbon Steel pipe heavy wall 3/4" thick and over, add 25% to above manhours. Excludes excavation and backfill (w codes S-11 and S-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 Process Lines Manhours/L.F.

Size (inch)

Soil Pipe Caulked

Bell & Spigot

Mechanical Joint

Rubber Ring Joint 0.1

2

0.15

0.15

0.11

3

0.24

0.15

0.11

0.1

4

0.26

0.2

0.15

0.13

6

0.28

0.25

0.19

0.16

8

0.3

0.3

0.23

0.19

10

0.34

0.24

0.21

12

0.36

0.28

0.24

14"

0.43

0.31

0.28

*Sewer/Drainage Systems are normally included in the "S" Account. Pipe Coated with Tar and Field Wrapped by Machine. Includes Sandblast commercially Apply one prime coat of pipeline primer Apply 3/32" pipeline enamel Apply two ply of 15 lb. tarred felt Apply one seal coat of pipeline enamel Manhours/L.F. Size (inch) MH/L.F. Size (inch) MH/L.F. .75 0.04 10 0.25 1 0.04 12 0.28 1.50 0.06 14 0.32 2 0.07 16 0.37 3 0.09 18 0.41 4 0.12 20 0.45 6 0.16 24 0.61 8 0.2 30 0.76 For Hand Coating and wrapping, add 100% to above manhours. For sizes larger than 30", use 0.18 manhours per square foot ofsurface to be covered.

L-80 Steam Tracing Includes the fabrication, installation, support and testing of each tracer run starting with and including the tracer lead from a steam 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

L-80

for delivery of pipe, tubing, fittings and valves from point of storage to area of installation (with L-99). Manhours/LF

Unit

0.3 0.4 0.8 0.6

MH/LF MH/LF MH/LF MH/LF

0.4 0.7 0.6 0.5

MH/LF MH/LF MH/LF MH/LF

Copper tubing Carbon Steel (tubing) Pipe Stainless steel tubing Tracer Leads Supply and return Scrd. Scrd. Backwelded Socket Weld Unitherms (pre insulated tubi Tracer

Miscellaneous Piping Items and Operations L-91

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. Manhours Each for Carbon Steel Electric-Resistance Exothermic

Allow Allow

2.0 MH/Diameter-Inch 0.6 MH/D.I.

Multipliers for Alloy Piping Group 1 Chrome Molybdenum Steel Chrome-1/2-13X Moly-to 1%

Add 35% to above manhours

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

Add 40% to above manhours

Code requirements: all welds in piping materials having a wall thickness of 3/4" or greater must be stress relieved to comply with the requirements of. the A.S.T.M. Code for pressure piping.

L-92 Radiography, Dye Checking, Magnafluxing 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.

L-92

Radiographic Inspection - Usually subcontracted

Estimate -1 shot per weld thru 3" -2 shots per weld 4" thru 12" -3 shots per weld over 12"

Allow 1.5 manhours per shot for reviewing film.

L-93 Revamp and Tie-in Work Includes the labor only for the relocation and repairs (i.e., replacement of work valve seats and steams) of existing piping system, dismantling and disposal of existing piping and tie-in work, including "hot" and "cold" "taps" of piping systems.

L-93 To be evaluated on an individual job basis*

Excludes all labor for the installation of new piping systems. *Use work operation estimating method and manhour standards.

L-94 Hangers and Supports Includes the labor for the handling and erection of all hangers and supports required for all aboveground piping (carbon steel, alloy and specialty) 2-1/2" and larger. On Plot -A/G installation MHS x 0.17 Off Plot -A/G installation MHS x 0.15

Definition of Installation Manhours Total manhours estimated for installation of aboveground piping (Carbon Steel, alloy and special piping). Do not include manhours for field fabrication, steam tracing. Radiography,

L-94

testing & inspection etc. in the L90 series accounts. For construction reporting purposes, account L-94 should be absorbed in the installation accounts (1.11-L29). Excludes the installation of hangers and supports for 2" and smaller pipe (with codes L-111 and L-211) and steel and/or concrete pipeway stanchions (with "H" 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-98 Testing and Inspection 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

L-98

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 Includes the handling of all pipe material from the original storage area/ warehouse location, and subsequent handling of pipe, valves, and fittings to the area 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 1000 ft. front storage area.

L-99

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

Piping Scaffolding

or

That portion of the scaffolding manhours (Y10) attributable to piping may be estimated at: 7 x of total 'L' manhours 9% of total 'L' manhours, excluding L00, L70 and L90

ATTACHMENT A WORK OPERATIONS, FIELD HANDLING, FABRICATION & ERECTION TABLE OF CONTENTS Section 5.2-A HANDLING & ERECTING STRAIGHT RUN PIPE HANDLING & ERECTING PREFABRICATED SPOOLS HANDLING LINE VALVES HANDLING CONTROL VALVES ERECTION BOLT-UPS MANUAL BUTT WELDS 90° NOZZLE WELDS 90° REINFORCED NOZZLE WELDS 45° NOZZLE WELDS 45° REINFORCED NOZZLE WELDS INERT GAS SHIELDED ROOT PASS WELDS MISCELLANEOUS WELDING CUTTING PIPE & THREADING PIPE FLAME CUT BEVELS "V" & "U" TYPE BEVELS ATTACHING SLIP-ON FLANGES SCREWED FITTINGS, FLANGES & VALVES INSTALLING SHOES & SUPORTS PREHEATING BUTT & FLANGE WELDS (Incl. N.W.) LOCAL STRESS RELIEVING FACTORS FOR FIELD MANHOURS SOLDERED NON-FERROUS FITTINGS POLYVINYL CHLORIDE PIPE (PVC) FIBERGLASS REINFORCED PLASTIC PIPE SARAN & RUBBER LINED PIPE & FITTINGS LEAD LINED PIPES & FITTINGS CEMENT LINED SCH. 40 C.S. PIPE HYDROSTATIC - TESTING OF PIPE ATTACHMENT A HANDLING & ERECTING STRAIGHT RUN PIPE MH/L.F. SIZE SCHEDULE (inch) 10 to 60 80 to 100 120 to 160 1 0.16 0.18 0.20

Page 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.17 0.19 0.21 0.23 0.25 0.30 0.39 0.48 0.57 0.70 0.80 0.90 1.04 1.29 1.57 1.85 2.10 2.38 2.64

0.22 0.24 0.28 0.31 0.38 0.48 0.60 0.73 0.87 1.02 1.17 1.32 1.49

0.27 0.29 0.35 0.39 0.50 0.65 0.82 1.00 1.19 1.39 1.60 1.81 2.04

INCLUDES: Loading & hauling pipe & fittings from storage yard to erection site. Hoisting & setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL: Applicable for pipe & a small quantity of associated fittings. ATTACHMENT A HANDLING & ERECTING PREFABRICATED SPOOLS MH/L.F. SIZE SCHEDULE (inch) 10 to 60 80 to 100 120 to 160 1 0.28 0.32 0.35 1.5 0.32 0.37 0.45 2 0.34 0.40 0.49 3 0.39 0.48 0.59 4 0.41 0.52 0.66 6 0.47 0.64 0.84 8 0.57 0.81 0.99 10 0.72 1.00 1.38 12 0.88 1.23 1.69 14 1.01 1.46 2.01 16 1.27 1.71 2.34 18 1.48 1.96 2.69 20 1.74 2.22 3.04 24 1.94 2.51 3.43 30 2.43 36 2.98 42 3.48 48 3.96 54 4.48 60 4.98 INCLUDES: Loading & hauling from storage yard to erection site. Hoisting & setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL: Applicable for any length spools or segment of work. For Brass, Copper & Everdur, double the above units.

ATTACHMENT A

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48

HANDLING LINE VALVES MH/EA. FLANGE RATING 150 300/400 600/900 0.27 0.30 0.50 0.40 0.43 1.00 0.52 0.80 1.40 1.30 1.70 2.20 1.90 2.20 2.80 2.55 3.25 3.75 3.25 3.85 4.65 3.95 4.65 5.55 4.65 5.55 6.95 5.65 6.60 8.15 6.45 7.70 9.65 7.30 8.85 11.35 8.45 10.00 12.85 9.30 11.25 15.00 12.00 14.50 19.50 14.40 17.45 16.80 20.35 19.20 23.20

1,500 0.60 1.30 1.60 2.60 3.40 4.35 6.15 7.55 9.35 11.90 14.15 16.75

54 60

21.60 24.00

26.15 29.00

INCLUDES: handling and erection of screwed, Flanged & Weld-end Gates, Globes, Plugs & Sw. Check Valves. EXCLUDES: Bolt-ups & Welds. GENERAL: Use above units for Expansion Joints, Strainers, Traps & Filters. Use 150# for standard brass and iron valves. Use 300# for Ex. Hvy. Brass and iron valves. Add 4 Manhours for Chain Wheel w/ chain. Add 4 Manhours for Hydraulic Operators. Add 5 Manhours for Electric Motor Operators. Use 150# table x 2.2 for Socket Weld or Scwd, installed. Use 75% above tables for Mission Checks & Butterflys.

ATTACHMENT A

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48

HANDLING CONTROL VALVES MH/EA. FLANGE RATING 150 300/400 600/900 0.68 0.75 1.25 1.00 1.08 2.50 1.30 2.00 3.50 3.25 4.25 5.50 4.75 5.50 7.00 6.40 8.15 9.35 8.15 9.65 11.60 9.85 11.65 13.85 11.65 13.90 17.40 14.15 16.50 20.40 16.15 19.25 24.15 18.25 22.10 28.20 21.15 25.00 32.15 23.25 28.10 37.40 30.00 36.20 36.00 43.60 42.00 50.80 48.00 58.00

1,500 1.50 3.25 4.00 6.50 8.50 10.90 15.40 18.90 23.40 29.75

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

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

150 0.67 0.70 0.77 0.84 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

ATTACHMENT A ERECTION BOLT-UPS MH/EA. FLANGE RATING 300/400 600 900 0.84 0.93 0.88 0.98 0.96 1.07 1.05 1.47 1.69 1.88 2.09 2.25 2.05 2.28 2.62 2.30 2.55 2.93 3.00 3.32 3.82 4.05 4.37 5.02 4.85 5.23 6.04 5.65 6.45 7.32 6.35 7.40 8.51 7.50 8.80 10.11 8.85 10.40 11.97 10.35 12.15 12.55 14.70 15.55 17.75 19.50 22.80

INCLUDES: Handling & installing studs or bolts with gaskets. EXCLUDES: Handling valves, spools & fittings. GENERAL: For "Ring Joint" "Tongue & Groove" etc., add 25%. For Spectacle Blind, 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 size based on Mss, 175 & 350 standards.

ATTACHMENT A

1,500

2,500

1.56 2.15 2.81 3.28 3.66 4.77 6.27 7.55 9.15 10.65 12.66 14.95

2.07 2.86 3.73 4.35 4.85 7.32 8.34

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD. 0.70 0.80 1.00 1.30 1.50 2.00 2.60 3.10 3.60 4.30 5.00 5.90 6.30 6.90 8.60 10.40 12.10 13.80 15.50 17.30

X.H. 0.80 0.90 1.10 1.40 1.80 2.50 3.30 4.00 4.70 5.70 6.60 7.70 8.40 10.10 12.60 15.20 17.70 20.20 22.70 25.30

20

2.60 3.10 3.60 4.30 5.00 5.90 6.30 6.90

30

2.60 3.10 3.60 4.30 5.50 6.80 8.40

MANUAL BUTT WELDS MH/EA. SCHEDULE 40 60 0.70 0.80 1.00 1.30 1.50 2.00 2.60 3.00 3.10 4.00 4.10 5.20 5.00 6.80 6.60 8.40 8.60 11.20 9.40 13.80 13.30 20.10

80 0.80 0.90 1.10 1.40 1.80 2.50 3.30 5.10 6.60 9.60 12.40 16.40 19.50 25.20

100

120

140

4.60 6.80 9.90 13.20 19.50 21.80 26.00 35.80

2.80 3.80 6.00 9.40 12.20 16.20 20.70 25.60 31.90 43.50

7.50 11.40 15.30 19.20 25.00 29.90 37.00 49.30

100

120

140

160 1.00 1.30 1.60 2.10 3.00 4.90 8.60 13.10 17.90 22.70 27.70 33.70 40.80 59.30

INCLUDES: Line-up, Tacking & Welding. EXCLUDES: Cutting, Beveling, Matching, Preheating, Grinding, Stress Relieving. GENERAL: Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 6" are 1/2" wall. Sizes below heavy line require stress relieving. For Miter Welds, add 60% to above units. M.I.G. & Submerge Arc butt welds that can be rotated, multiply the above units thru 6" by .5, 8" thru 14" by .4, 16" thru 24" by .3.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD. 2.10 2.40 2.80 3.20 4.00 5.40 6.30 7.10 8.10 9.30 10.60 11.60 13.00 14.20 17.90 21.40 25.00 28.60 32.20 35.80

X.H. 2.20 2.60 3.10 4.00 5.20 7.50 8.90 10.30 11.80 13.60 15.20 16.30 18.30 19.80 24.80 29.70 34.70 39.60 44.50 49.50

20

6.30 7.10 8.10 9.30 10.60 11.60 13.00 14.20

30

6.30 7.10 8.10 9.30 10.60 15.10 18.30

ATTACHMENT A 90° NOZZLE WELDS MH/EA. SCHEDULE 40 60 2.10 2.40 2.80 3.20 4.00 5.40 6.30 8.30 7.10 10.30 9.90 13.10 11.60 16.00 15.20 20.20 19.10 25.40 22.30 32.60 27.70 41.70

80 2.20 2.60 3.10 4.40 5.60 7.50 8.90 12.60 17.00 22.70 26.80 30.10 35.40

12.00 16.40 23.50 28.90 36.50 44.10

7.00 10.90 15.20 21.10 28.70 34.60 41.40

18.60 27.30 34.70 38.90

160 3.10 4.00 5.30 6.60 8.60 13.90 21.50 32.80 39.20

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12

STD.

X.H.

5.00 5.30 6.70 8.10 10.20 11.70 12.70 14.20

5.40 5.90 7.90 10.00 12.80 14.50 16.30 18.30

20

11.70 12.70 14.20

ATTACHMENT A 90° REINFORCED NOZZLE WELDS MH/EA. SCHEDULE 30 40 60 80

11.70 12.70 14.20

5.00 5.30 6.70 8.10 10.20 11.70 12.70 15.30

13.40 16.30 20.30

5.40 5.90 7.90 10.00 12.80 14.50 20.20 26.30

100

19.80 26.00 35.50

120

12.50 18.50 24.50 31.00 39.50

140

160

29.30 34.80 44.60

7.70 9.90 12.00 15.30 23.10 32.80 39.10 47.70

14 16 18 20 24 30 36 42 48 54 60

16.00 17.90 19.10 21.10 22.30 28.60 34.60 40.30 46.00 53.00 59.00

20.70 23.20 24.80 26.60 32.30 40.50 48.50 56.60 64.80 73.90 81.00

16.00 17.90 19.10 21.10 22.30

16.00 17.90 22.10 26.40

17.80 22.80 30.00 32.30 36.50

24.30 20.10 37.40 47.20 52.50

34.50 40.10 45.00 55.50

44.00 54.80 59.50

46.80 57.50

52.60

80 2.90 3.60 4.10 5.90 7.60 10.10 11.70 16.60 22.90 30.10 35.30 40.60 46.90

100

120

140

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Preheating, Grinding, Stress Relieving. GENERAL: Reinforcement by weld build-up, ring, or saddles. Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD. 2.80 3.20 3.50 4.40 5.50 7.10 8.60 9.70 10.90 12.40 14.20 15.50 17.10 18.80 23.50 28.20 32.90 39.90 44.80 50.00

X.H. 2.90 3.60 4.10 5.90 7.60 10.00 11.50 13.70 15.70 18.40 20.20 21.60 23.70 26.60 33.30 40.00 46.60 57.50 64.60 72.00

20

8.60 9.70 10.90 12.40 14.20 15.50 17.10 18.80

30

8.60 9.70 10.90 12.40 14.20 20.10 22.70

ATTACHMENT A 45° NOZZLE WELDS (All Angles Other Than 90°) MH/EA. SCHEDULE 40 60 2.80 3.20 3.50 4.40 5.50 7.10 8.60 11.10 9.70 13.70 13.00 17.50 15.30 21.40 20.30 26.80 25.50 34.30 29.60 43.30 35.50 55.20

15.90 21.80 24.20 38.40 48.70 59.10

9.40 14.50 20.10 28.10 38.60 45.90 54.80

25.10 36.20 45.70 51.60

160 4.10 5.40 7.10 8.90 11.40 18.40 28.60 43.70 52.20

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD.

X.H.

6.80 7.20 8.70 11.20 13.80 15.80 17.30 19.20 21.00 23.70 25.50 28.20 29.50 38.00 45.00 52.50 60.00 67.50 75.00

7.10 8.30 10.50 13.50 17.10 21.60 22.70 24.30 27.60 30.20 31.60 35.60 38.40 55.20 66.30 77.20 88.30 99.40 110.10

20

15.80 17.30 19.20 21.00 23.70 25.50 28.20 29.50

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

ATTACHMENT A 45° REINFORCED NOZZLE WELDS (All Angles Other Than 90°) MH/EA. SCHEDULE 30 40 60 80

15.80 17.30 19.20 21.00 23.70 29.40 35.60

6.80 7.20 8.70 11.20 13.80 15.80 17.30 20.50 23.40 30.20 37.40 43.40 51.10

18.10 21.70 27.10 32.60 40.10 50.20 62.90 71.20

7.10 8.30 10.50 13.50 17.10 21.60 26.00 35.40 45.90 52.90 59.50 71.30

100

26.40 32.10 45.70 52.60 65.70

120

32.80 44.50 51.70 62.20 82.60

140

160

39.80 48.90 60.80

10.20 13.30 16.10 20.20 31.40 44.50 53.20 70.90

EXCLUDES: Preheating, Grinding, Stress Relieving. GENERAL: Reinforcement by weld build-up ring, or saddles. Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

ATTACHMENT A INERT GAS SHIELDED ROOT PASS WELDS SIZE MH/EA. (inch) 2 0.187 3 0.280 4 0.333 6 0.466 8 0.520 10 0.560 12 0.600 14 0.733 16 0.865 18 1.000 20 1.160 24 1.440 30 2.880 36 4.800 42 6.170 48 8.300 54 10.040 60 12.580 INCLUDES: Set & remove plugs, inject gas. EXCLUDES: Consumables inserts, oxygen analyzer, welding. GENERAL: Use above table for any metal, any wall thickness. For Nozzle Welds, add hours for branch size.

SIZE (inch) 1 1.5 2 3 4 6 8

STD. 1.80 3.00 3.80 5.00 7.00 8.70 10.00

WELDOLET X.H. 2.20 3.80 4.70 6.50 8.30 10.00 11.00

100+ 3.00 4.90 6.30 10.50 11.50 16.00 20.00

ATTACHMENT A MISCELLANEOUS WELDING MH/EA. THREADOLET COUPLING 3000 6000 3000 6000 1.80 2.20 1.90 2.30 2.90 3.70 2.60 3.20 3.80 4.70 3.30 4.00 5.10 6.60 4.40 5.50

INCLUDES: Layout, Cutting (socket welds do not include cut), Fittings, Tacking, Welding. EXCLUDES: Preheating, Grinding, Stress Relieving. GENERAL: Couplings, at other than 90°, require 50% more manhours. Elbolets require Weldolet manhours plus 50%.

ATTACHMENT A

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

20/30/40 0.06 0.07 0.08 0.09 0.15 0.24 0.33 0.55 0.75 0.95 1.25 1.50 1.75 2.25 3.24 3.88 4.54 5.17 5.83 6.47

CUTTING PIPE & THREADING PIPE MH/EA. CUTTING 60/80 100+ 20/30/40 0.08 0.11 0.11 0.10 0.14 0.13 0.11 0.15 0.14 0.13 0.18 0.16 0.21 0.28 0.34 0.46 0.50 0.70 0.83 1.16 1.13 1.52 1.42 1.97 1.88 2.63 2.26 3.16 2.53 3.54 3.37 4.72 4.85 6.80 5.80 8.15 6.80 9.55 7.25 10.90 8.74 12.28 9.70 13.60

THREADING 60/80 0.13 0.16 0.17 0.19

100+ 0.16 0.20 0.22 0.24

S'K'T' WELD 40/80 100+ 0.60 0.70 0.90 1.20 1.00 1.50 1.40 2.00

INCLUDES: Flame or machine cutting & machine threading. Threading manhours include cut. EXCLUDES: Hauling, handling, make-ons, welds. GENERAL: Sizes 14" & larger are 3/8", 1/2" & 3/4" wall respectively. If hand tools are used, add 50% to above units. For miter cuts, add 50% to above units.

SIZE (inch) 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD. 0.13 0.20 0.23 0.30 0.40 0.52 0.65 0.80 1.07 1.60 2.00 2.94 3.67 4.40 5.15 5.88 6.62 7.35

X.H. 0.17 0.23 0.27 0.38 0.52 0.67 0.82 0.93 1.33 1.87 2.40 3.67 4.59 5.51 6.43 7.35 8.25 9.20

20

0.40 0.52 0.65 0.80 1.07 1.60 2.00 2.94

30

0.40 0.52 0.65 0.80 1.07 1.60 2.40 3.74

ATTACHMENT A FLAME CUT BEVELS MH/EA. SCHEDULE 40 60 0.13 0.20 0.23 0.30 0.40 0.43 0.52 0.67 0.75 0.82 0.93 1.20 1.33 1.67 1.94 2.33 2.73 3.93

INCLUDES: Set up tools & make bevel. EXCLUDES: Handling, cutting, internal machining, machined bevels. GENERAL: Add 100% for miter bevels. For wall thickness over 3/4", use "U" type bevel.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

ATTACHMENT A END BEVELS "V" TYPE & "U" TYPE BEVELS MH/EA. V-TYPE U-TYPE 20/30/40 60/80 100+ to 100 120+ 0.05 0.06 0.07 0.06 0.07 0.08 0.07 0.08 0.09 0.10 0.11 0.12 0.12 0.13 0.15 1.70 2.20 0.20 0.25 0.28 2.40 2.80 0.33 0.41 0.43 2.80 3.30 0.41 0.50 0.54 3.30 3.80 0.52 0.63 3.80 4.50 0.65 0.73 4.40 5.30 0.81 0.95 5.20 6.10 0.98 1.15 5.90 7.20 1.35 7.10 8.50 1.76 9.60 11.60 2.50 12.00 14.40 3.30 14.40 17.30 4.60 16.80 20.20 5.25 19.20 23.00 5.90 21.60 25.90 6.55 24.00 28.60

INCLUDES: Machining ends only. EXCLUDES: Cutting, internal machining, handling. GENERAL: 4" & up with more than 3/4" wall, use U-Type. Miter bevels require 50% additional manhours.

ATTACHMENT A

SIZE (inch) 1.5 & Under 2 3 4 6 8

ATTACHING SLIP-ON TYPE FLANGES MH/EA. FLANGE RATING 150 300 600 900 0.90 1.00 1.30 1.70 1.20 1.30 1.70 2.30 1.70 2.00 2.70 3.40 2.30 2.50 3.70 4.70 3.30 3.70 5.70 6.90 4.70 5.10 7.80 9.40

1,500 1.80 2.50 3.90 5.60 8.10 11.00

80 0.17 0.23 0.27 0.38 0.52 0.75 1.03 1.60

100

0.62 0.93

120

0.35 0.43 0.68

140

160 0.20 0.27 0.35 0.52

10 12 14 16 18 20 24 30 36 42 48 54 60

5.90 7.30 8.70 10.30 11.90 14.20 16.90 21.10 25.30 29.40 33.70 37.90 42.10

6.50 8.10 9.80 11.30 13.40 15.80 18.90 23.60 28.30 34.00 37.80 42.50 47.20

10.50 13.10 15.70 18.20 21.20 24.20 29.70 37.10 44.50 52.00 59.40 66.90 74.20

11.90 14.70 17.30 20.00 23.60 27.60 33.40 41.80 50.00 58.50 66.70 75.00 82.50

13.30 16.20

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

ATTACHMENT A SCREWED FITTINGS, FLANGES & VALVES MH/EA. SIZE ONE CONNECTION (inch) 3/4 & Under 1 1.5 2 3 4

PLAIN 0.138 0.205 0.295 0.325 0.435 0.570

BACK WELD 0.407 0.504 0.738 0.907 1.298 1.685

INCLUDES: One installation only. EXCLUDES: Cutting, threading, refacing, hauling & handling. GENERAL: Elss & valves require 2 connections. Tees require 3 connections. For flanges requiring front welding also, add 50%.

ATTACHMENT A INSTALLING SHOES & SUPPORTS MH/EA. SHOE LENGTH (inch) 12 18 24 36

IPS RANGE Up to 8" 10" & Over Up to 8" 10" & Over Up to 8" 10" & Over Up to 8" 10" & Over

WELDED ON 1.10 2.20 1.70 2.80 2.60 4.10 3.90 5.40

CLAMPED

ON .55/.80 1.05/1.90 .75/1.10 1.10/2.00 1.35/1.50 1.15/2.50 2.25/2.45 2.90/3.15

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

PREHEATING BUTT & FLANGE WELDS (Incl. N.W.) MH/EA. SCHEDULE SIZE (inch) 1 1.5 2 3 4 6 8 10 12

STD 0.15 0.18 0.20 0.45 0.55 0.72 0.80 1.20 1.35

X. H. 0.20 0.25 0.27 0.55 0.63 0.90 1.17 1.62 1.80

20 0.80 1.20 1.35

30 0.80 .1.20 1.35

40 0.18 0.20 0.45 0.55 0.72 0.80 1.20 1.35

60 1.17 1.62 1.95

80 0.25 0.27 0.55 0.63 0.90 1.17 1.80 2.50

100 1.62 2.15 3.00

120 0.80 1.15 1.70 2.45 3.40

140 2.15 2.95 3.95

160 0.40 0.43 0.45 0.63 0.80 1.35 2.25 3.40 4.75

14 16 18 20 24 30 36 42 48 54 60

1.70 1.95 2.30 2.80 3.30 4.15 4.96 5.80 6.60 7.45 8.25 INCLUDES:

2.25 2.70 3.15 3.70 4.50 5.65 6.75 7.90 9.00 10.10 11.25

1.70 1.95 2.30 2.80 3.30 -

1.70 1.95 2.80 3.70 4.75 -

1.95 2.70 3.70 4.65 5.75 -

2.70 3.40 4.50 5.65 7.00 -

3.15 4.05 5.40 6.65 8.40 -

3.95 4.95 6.10 7.85 9.35 -

4.50 5.40 7.10 8.85 10.50 -

5.25 6.55 7.65 10.10 12.00 -

5.95 7.65 9.50 11.50 13.70 -

Heating of pipe by gas or torch.

EXCLUDES: Cutting, welding, hauling and handling, nozzle welds. GENERAL:

For miter welds, use the above units. For any nozzle weld, add 60X to above units. Units apply to carbon steel or alloy materials.

LOCAL STRESS RELIEVING MH/ EA. SCHEDULE SIZE (inch)

STD

X.H.

20

30

40

60

80

100

120

140

160

2 & Under 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 60

4.50 5.10 5.30 6.50 7.40 8.10 8.90 9.60 10.30 11.20 11.70 12.40 15.50 18.60 21.70 24.80 31.00

4.90 5.30 6.10 7.20 8.20 9.00 9.60 10.40 11.20 11.90 12.30 12.90 16.20 19.40 22.70 25.90 32.40

7.40 8.10 8.90 9.60 10.30 11.20 11.70 12.40 -

7.40 8.10 8.90 . 9.6 10.30 11.60 12.40 13.30 -

4.50 5.10 5.30 6.50 7.40 8.10 9.30 10.30 11.20 11.90 12.80 14.00 -

6.50 7.70 8.90 10.00 11.10 11.90 12.80 13.70 14.90 -

4.90 5.30 6.10 7.20 8.20 9.30 10.50 11.70 12.60 13.70 14.60 16.10 -

8.90 10.00 11.40 12.40 13.70 14.50 16.10 17.70 -

6.30 7.20 9.30 10.30 11.90 13.30 14.00 15.20 16.80 18.40 -

9.80 11.10 12.00 13.80 14.90 16.10 17.50 19.60 -

5.30 6.10 6.80 8.60 10.30 11.30 13.00 14.50 16.10 17.70 19.40 21.90 -

INCLUDES:

Moving to site, connecting and disassembly of equipment, wrapping and insulating. Carbon steel butt, flange or nozzle welds.

EXCLUDES: Preheating and welding.. GENERAL:

If two welds are close enough to be treated together, apply the unit once. For alloy, double the above units.

MANHOLIR ADJUSTMENTS FOR ALLOY PIPING 1

Handling, Erecting (Including Bolt Up) Alloy or Stainless Steel Pipe Spools Use same manhour standards as those shown for carbon steel spools

2

Welding,* Alloy and Stainless Steel Pipe Joints Use C. S. Manhour Standards in conjunction with the following multipliers. Material Classification - Group Numbers

Group 1 Group 2 Group 3

Group 9

0.50% Holy 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 b 347, CU-NI, Money Inconel, Incoloy, Alloy 20 Alluminum

3

Welding Including Cutting and Beveling of Alloy and Stainless

Group 4 Group 5 Group 6 Group 7 Group 8

Multiplier 1.75 2.00 2.50 2.00 2.00 2.00 3.00 2.50 3.00

Steel Piping 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% Holy 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 ASIi A-333-GRI*, GR4, GR9** Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, CU-NI, Monel, Inconel, Incoloy, Alloy 20 Alluminum

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 filler metal can be used, alloy multiplier will not apply. ATTACHMENT A SOLDERED NON-FERROUS FITTINGS MH/EA. SIZE

(inch) COU-PLING 0.38 0.16 0.5 0.22 0.75 0.28 1 0.43 1.5 0.85 2 0.96 3 1.95 4 2.00

INCLUDES:

ELL 0.17 0.23 0.29 0.44 0.9 1.00 2.00 2.25

TEE 0.24 0.33 0.42 0.63 1.26 1.44 2.91 3.00

FLG. 0.16 0.22 0.28 0.32 0.7 0.9 1.4 1.65

Handling, preheating and soldering of fittings.

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

SIZE (inch) 0.5 0.75 1 1.5 2 3 4 6 8 10 12 INCLUDES:

POLYVINYL CHLORIDE PIPE (PVC) PIPE JOINTS SADDLES PER L.F. EA. EA. 0.090 0.215 0.385 0.091 0.223 0.393 0.092 0.230 0.410 0.096 0.279 0.449 0.098 0.338 0.508 0.110 0.452 0.622 0.116 0.565 0.735 0.130 0.722 0.892 0.154 0.820 0.995 0.190 1.019 1.021 0.218 1.246 1.326

VALVES EA. 0.135 0.162 0.174 0.248 0.350 0.840 1.230 1.560 1.930 2.520 3.000

* Hauling, handling & 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 1- 1/2" . Branches 2" and larger are made with a tee Add joint hours to valve handling For Lined valves use Page 3

SIZE (inch) 2 3 4 6 8 10 12

INCLUDES:

FIBERGLASS REINFORCED PLASTIC PIPE PIPE JOINTS SADDLES VALVES PER L.F. EA. EA. EA. 0.17 0.68 1.02 0.35 0.172 0.91 1.24 0.84 0.174 1.13 1.47 1.23 0.179 1.45 1.78 1.56 0.194 1.64 1.98 1.93 0.238 2.04 2.36 2.52 0.308 2.45 2.78 3.00

Pipe hauling, handling b setting in place. Joint cutting, trimming, cleaning & assembling. EXCLUDES: Metal or lined valves.

RED. 0.18 0.25 0.32 0.5 0.9 1.00 2.00 2.15

ADPT 0.15 0.2 0.25 0.4 0.8 0.92 1.8 1.9

UNION 0.18 0.25 0.35 0.55 1.00 1.15 2.25 2.75

CAP /PLUG 0.08 0.11 0.14 0.22 0.42 0.5 0.95 1.00

VLV. 0.35 0.4 0.45 0.6 1.15 1.25 2.5 3.00

GENERAL:

SIZE (inch) 1 1.5 2 3 4 6 8 10 12

This is "Bondatrand" or equal. For metal & lined valves, see page 3. For flange bolt-ups, see page 5. SARAN & RUBBER LINED PIPE & FITTINGS HANDLE CUT & MAKE-UP HANDLE PIPE THREAD JOINTS VALVES L.F. EA. EA. EA. 0.195 0.322 0.175 0.295 0.224 0.438 0.315 0.436 0.245 0.479 0.36 0.568 0.292 0.517 0.49 1.42 0.341 0.739 0.633 2.08 0.39 1.315 0.709 2.76 0.492 2.209 0.797 3.56 ,589 3.475 0.895 4.32 0.735 5.26 1.005 5.08

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. LEAD LINED PIPE 6 FITTINGS SIZE (inch) 1 1.5 2 3 4 6 8 10 12 INCLUDES:

HANDLE PIPE L.F.

CUT & THREAD EA.

MAKE-UP JOINTS EA.

0.22 0.15 0.3 0.25 0.16 0.35 0.33 0.25 0.38 0.4 0.33 0.45 0.5 0.5 0.55 0.85 1.2 1.6 2.25 Pipe hauling, erecting & aligning. Cutting & threading 2" & smaller by hand. Joints assembled & tightened. Manual arc weld & fusing of lead in joint.

BUTT WELD INCL. LEAD BURN 0.9 1.1 1.3 1.55 1.85 2.5 3.4 4.35 5.55

EXCLUDES: Bolt-ups, shop handling, factory assemblies. GENERAL:

SIZE (inch) 6 8 10 12 14 16 18 20 24

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

HANDLE PIPE L.F. 0.30 0.38 0.48 0.60 0.71 0.94 1.05 1.31 1.65

CEMENT LINED SCH. 40 C.S. PIPE PIPE BUTT SLEEVE CUTS WELDS (2 WELDS) EA. EA. EA. 0.65 2.00 3.30 1.00 2.60 4.60 1.20 3.10 5.70 1.45 4.10 6.90 2.30 5.00 7.00 2.95 6.60 9.20 3.70 8.60 10.40 4.65 10.40 12.40 5.90 13.30 15.50

INCLUDES:

Pipe handling, storage to site & erection. . Manual arc weld & wetting cement in area Installing sleeve, align & weld both ends. EXCLUDES: Bolt-ups, unloading to storage. GENERAL:

Lining at cut to be square b flush with pipe. For flange bolt-ups, see page 5.

HYDROSTATIC - TESTING OF PIPE PIPE SIZE (Inch) 1

MAN-HOURS

PER L.F. 0.0234

90° NOZ. WELD EA. 6.10 7.30 8.30 11.40 13.90 18.20 22.80 27.00 33.60

PATCH CEMENT EA. 0.40 0.50 0.60 0.70 0.80 0.90 1.10 1.30 1.50

2 3 4 6 8 10 12 14 16 18 20 24 30

INCLUDES:

0.0282 0.0358 0.0458 0.0290 0.0334 0.0384 0.0432 0.0512 0.0556 0.0634 0.0720 0.0858 0.1088

Set-up, Install Blinds, Fill, Test, Drain.

EXCLUDES: Repair work, Re-testing. GENERAL:

Assume Foreman b 3 Fitters. Assume linen filled at 50 C.P.H. (1" at 10 C.P.H.). Assume 1" thru 4" drained by 3/4" couplings ever 100 L.F. Assume 6" & larger drained thru couplings plus partly open line size flange.

TABLE OF CONTENTS PAGE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

Handling & erecting straight run pipe Handling & erecting prefabricated spools Handling line valves Handling control valves Erection bolt-ups Manual butt welds 900 Nozzle welds 900 Reinforced nozzle welds 450 Nozzle weld 450 Reinforced nozzle weld Flame cut bevels Machine end bevels Preheating butt & flange welds (incl. N. W. ) Inert gas for shielded root pass Attaching slip-on type flanges Miscellaneous welding Cutting pipe & threading pipe Screwed fittings, flanges & valves Hangers & supports Alloy or stainless steel pipe Soldered non-ferrous fittings Polyvinyl chloride pipe (PVC) . Fiberglass reinforced plastic pipe Saran & rubber lined pipe & fittings Lead lined pipe & fittings Cement lined pipe & fittings Local stress relieving Hydrostatic testing pipe

HANDLING & ERECTING STRAIGHT RUN PIPE MH/L.F. SIZE (inch)

SCHEDULE 10 to 60

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42

0.16 0.17 0.19 0.21 0.23 0.25 0.30 0.39 0.48 0.57 0.70 0.80 0.90 1.04 1.29 1.57 1.85

80 to 100

120 to 160

0.18 0.22 0.24 0.28 0.31 0.38 0.48 0.60 0.73 0.87 1.02 1.17 1.32 1.49 -

0.20 0.27 0.29 0.35 0.39 0.50 0.65 0.82 1.00 1.19 1.39 1.60 1.81 2.04 -

48 54 60

2.10 2.38 2.64

-

-

INCLUDES:

Loading & hauling pipe & fittings from storage yard to erection site. Hoisting & setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL:

Applicable for pipe 6 & small quantity of associated fittings.

HANDLING & ERECTING FABRICATED SPOOLS MH/L.F. SCHEDULE SIZE (inch)

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

10 to 60

80 to 100

0.28 0.32 0.34 0.39 0.41 0.47 0.57 0.72 0.88 1.01 1.27 1.48 1.74 1.94 2.43 2.98 0.48 3.96 4.48 4.98

120 to 160

0.32 0.37 0.40 0.48 0.52 0.64 0.81 1.00 1.23 1.46 1.71 1.96 2.22 2.51 -

0.35 0.45 0.49 0.59 0.66 0.84 0.99 1.38 1.69 2.01 2.34 2.69 3.04 3.43 -

-

-

INCLUDES: Loading & hauling from storage yard to erection site. Hoisting setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL:

Applicable for any length spool or segment of work. For Brass, Copper & Everdur, double the above units. HANDLING LINE VALVES MH/EA.

SIZE (inch)

FLANGE RATING 150

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 INCLUDES:

300/400

600/900

1500

0.27 0.30 0.50 0.60 0.40 0.43 1.00 1. 0 0.52 0.80 1.40 1.60 1.30 1.70 2.20 2.60 1.90 2.20 2.80 3.40 2.55 3.25 3.75 4.35 3.25 3.85 4.65 6.15 3.95 4.65 5.55 7.55 4.65 5.55 6.95 9.35 5.65 6.60 8.15 11.90 6.45 7.70 9.65 14.15 7.30 8.85 11.35 16.75 8.45 10.00 12.85 9.30 11.25 15.00 12.00 14.50 19.50 14.40 17.45 16.80 20.35 19.20 23.20 21.60 26.15 24.00 29.00 Flanged & Weld-end Gates, Globes, Plugs, Checks, & Relief valves.

EXCLUDES: Bolt-ups & Welds. GENERAL:

Use above units for Expansion Joints, Strainers, Traps & Filters. Use 150# for standard brass & iron valves. Use 300 # for Ex. Hvy. brass & iron valves. Add 4 Manhours for Chain Wheel w/chain. Add 4 Manhours for Hydraulic Operators. Add 5 Manhours for Electric motor operators Use 150# table x 2.2 for socket weld or scwd , installed Use 75% above tables for mission checks & butterflys

HANDLING CONTROL VALVES

MH/EA. SIZE

(inch) 1 1.5 2.0 3.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 24.0 30.0 36.0 42.0 48.0 INCLUDES:

FLANGE RATING 150

300 / 400

600 / 900

1 500

0.7 0.8 1.3 1.5 1.0 1.1 2.5 3.3 1.3 2.0 3.5 4.0 3.3 4.3 5.5 6.5 4.8 5.5 7.0 8.5 6.4 8.2 9.4 10.9 8.2 9.7 11.6 15.4 9.9 11.7 13.9 18.9 11.7 13.9 17.4 23.4 14.2 16.5 20.4 29.8 16.2 19.3 24.2 18.3 22.1 28.2 21.2 25.0 32.2 23.3 28.1 37.4 30.0 36.2 36.0 43.6 42.0 50.8 48.0 58.0 Handling & hauling from storage area to installation site & setting in place.

EXCLUDES: Bolt-ups & Instrument Tubing.

ERECTION BOLT-UPS MH/EA. SIZE

(inch) 1 1.50 2.00 3.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00

INCLUDED:

FLANGE RATING 150

300 / 400

600

900

1500

2500

0.67 0.70 0.77 0.84 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

0.84 0.88 0.96 1.05 1.88 2.05 2.30 3.00 4.05 4.85 5.65 6.35 7.50 8.85 10.35 12.55 15.55 17.75 19.50 22.80

0.93 0.98 1.07 1.47 2.09 2.28 2.55 3.32_ 4.37 5.23 6.45 7.40 8.80 10.40 12.15 14.70 -

1.69 2.25 2.62 2.93 3.82 5.02 6.04 7.32 8.51 10.11 11.97 -

1.56 2.15 2.81 3.28 3.66 4.77 6.27 7.55 9.15 10.65 12.66 14.95 -

2.07 2.86 3.73 4.35 4.85 7.32 8.34 -

Handling & installing studs or bolts with gaskets.

EXCLUDES: Handling valves, spools & fittings. GENERAL:

SIZE (inch) 1 1.5 2.0 3.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0

STD. 0.70 0.80 1.00 1.30 1.50 2.00 2.60 3.10 3.60 4.30 5.00 5.90 6.30

For "Ring Joint," "Tongue & Groove" etc., add 25%. For Spectacle Blind, 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.

X.H. 0.80 0.90 1.10 1.40 1.80 2.50 3.30 4.00 4.70 5.70 6.60 7.70 8.40

20 2.60 3.10 3.60 4.30 5.00 5.90 6.30

30 2.60 3.10 3.60 4.30 5.50 6.80 8.40

MANUAL BUTT WELDS MH/EA. SCHEDULE 40 60 0.70 0.80 1.00 1.30 1.50 2.00 2.60 3.00 3.10 4.00 4.10 5.20 5.00 6.80 6.60 8.40 8.60 11.20 9.40 13.80

80 0.80 0.90 1.10 1.40 1.80 2.50 3.30 5.10 6.60 9.60 12.40 16.40 19.50

100 4.60 6.80 9.90 13.20 19.50 21.80 26.00

120 2.80 3.80 6.00 9.40 12.20 16.20 20.70 25.60 31.90

140 7.50 11.40 15.30 19.20 25.00 29.90 37.00

160 1.00 1.30 1.60 2.10 3.00 4.90 8.60 13.10 17.90 22.70 27.70 33.70 40.80

24.0 30.0 36.0 42.0 48.0 54.0 60.0

6.90 8.60 10.40 12.10 13.80 15.50 17.30 INCLUDES:

10.10 12.60 15.20 17.70 20.20 22.70 25.30

6.90 -

-

13.30 -

20.10 -

25.20

35.80

43.50

49.30

59.30 -

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

EXCLUDES: Machining, Preheating, Grinding, Stress Relieving. GENERAL:

Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" 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 above units thro 6" by .5 8" thru 14" by .4, 16" thru 24 " by .3

90° DEGREE NOZZLE WELDS MH/EA. SCHEDULE

SIZE (inch) 1 1.5 2.0 3.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 24.0 30.0 36.0 42.0 48.0 54.0 60.0

STD.

X. H.

20

30

40

60

80

100

120

140

160

2.10 2.40 2.80 3.20 4.00 5.40 6.30 7.10 8.10 9.00 10.60 11.60 13.00 14.20 17.90 21.40 25.00 28.60 32. 2 35.80

2.20 2.60 3.10 4.00 5.20 7.50 8.90 10.30 11.80 1.60 15.20 16.30 18.30 19.80 24.80 2.00 34.70 39.60 44. 5 49.50

6.30 7.10 8.10 9.30 10.60 11.60 13.00 14.20 -

6.30 7.10 8.10 9.30 10.60 15.10 18.30 -

2.10 2.40 2.80 3.20 4.00 5.40 6.30 7.10 9.90 11.60 15.20 19.10 22.30 27.70 -

8.30 10.30 13.10 16.00 20.20 25.40 32.60 41.70 -

2.20 2.60 3.10 4.40 5.60 7.50 8.90 12.60 17.00 22.70 26.80 30.10 35.40 -

12.00 16.40 23.50 28.90 36.50 44.10 -

7.00 10.90 15.20 21.10 28.70 34.60 41.40 -

18.60 27.30 34.70 38.90 -

3.10 4.00 5.30 6.60 8.60 13.90 21.50 32.80 39.20 -

INCLUDES:

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

EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require Stress Relieving Ex. Hvy. sizes 8" through 60" are 1/2" wall. Standard sizes 12" through 60" are 3/8" wall.

90° REINFORCED NOZZLE WELDS MH/EA. SCHEDULE

SIZE (inch)

STD

X.H

20

30

40

60

80

100

120

140

160

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

5.00 5.30 6.70 8.10 10.20 11.70 12.70 14.20 16.00 17.90 19.10 21.10 22.30 28.60 34.60 40.30 46.00 53.00 59.00

5.40 5.90 7.90 10.00 12.80 14.50 16.30 18.30 20.70 23.20 24.80 26.60 32.30 40.50 48.50 56.60 64.80 73.90 81.00

11.70 12.70 14.20 16.00 17.90 19.10 21.10 22.30 -

-. 11.70 12.70 14.20 16.00 17.90 22.10 26.40 -

5.00 5.30 6.70 8.10 10.20 11.70 12.70 15.30 17.80 22.80 30.00 32.30 36.50 -

13.40 16.30 20.30 24.30 30.10 37.40 47.20 52.50 -

5.40 5.90 7.90 10.00 12.80 14.50 20.20 26.30 34.50 40.10 45.00 55.50 -

19.80 26.00 35.50 44.00 54.80 59.50 -

12.50 18.50 24.50 31.00 39.50 46.80 57.50 -

29.30 34.80 44.60 52.60 -

7.70 9.90 12.00 15.30 23.10 32.80 39.10 47.70 -

INCLUDES:

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

EXCLUDES: Pre-heating, Grinding, Stress-Relieving. GENERAL:

Reinforcement by weld build-up or by ring. Sizes below heavy line require Stress Relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" wall. 45° NOZZLE WELDS (All Angles Other Than 90° ) MH/EA.

SIZE

SCHEDULE

(inch)

STD

XH

20

30

40

60

80

100

120

140

160

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

2.80 3.20 3.50 4.40 5.50 7.10 8.60 9.70 10.90 12.40 14.20 15.50 17.10 18.80 23.50 28.20 32.90 39.90 44.80 50.00

2.90 3.60 4.10 5.90 7.60 10.00 11.50 13.70 15.70 18.40 20.20 21.60 23.70 26.60 33.30 40.00 46.60 57.50 64.60 72.00

8.60 9.70 10.90 12.40 14.20 15.50 17.10 18.80 -

8.60 9.70 10.90 12.40 14.20 20.10 22.70 -

2.80 3.20 3.50 4.40 5.50 7.10 8.60 9.70 13.00 15.30 20.30 25.50 29.60 35.50 -

11.10 13.70 17.50 21.40 26.80 34.30 43.30 55.20 -

2.90 3.60 4.10 5.90 7.60 10.10 11.70 16.60 22.90 30.10 35.30 40.60 46.90 -

15.90 21.80 24.20 38.40 48.70 59.10 -

9.40 14.50 20.10 28.10 38.60 45.90 54.80 -

25.10 36.20 45.70 51.60 -

4.10 5.40 7.10 8.90 11.40 18.40 28.60 43.70 52.20 -

100

120

140

160

39.8 48.9 60.8

10.2 13.3 16.1 20.2 31.4 44.5 53.2 70.9

INCLUDES:

Cutting Beveling, Line-Up, Tacking, Welding.

EXCLUDES:

Reinforcement, Preheating, Grinding, Stress Relieving.

GENERAL:

Sizes below heavy line require Stress Relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" wall.

45° REINFORCED NOZZLE WELDS (All Angles Other Than 90°) MH/EA.

SIZE (in)

STD

X.H.

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

6.8 7.2 8.7 11.2 13.8 15.8 17.3 19.2 21 23.7 25.5 28.2 29.5 38 45 52.5 60 67.5 75

7.1 8.3 10.5 13.5 17.1 21.6 22.7 24.3 27.6 30.2 31.6 35.6 38.4 55.2 66.3 77.2 88.3 99.4 110.1

20

15.8 17.3 19.2 21 23.7 25.5 28.2 29.5

30

15.8 17.3 19.2 21 23.7 29.4 35.6

40 6.8 7.2 8.7 11.2 13.8 15.8 17.3 20.5 23.4 30.2 37.4 43.4 51.1

INCLUDES:

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

EXCLUDES:

Preheating, Grinding & Stress Relieving

GENERAL:

Reinforcement by weld build-up or by ring. Sizes below heavy line require Stress Relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Heavy sizes 8" through 60" are 1/2" wall.

SCHEDULE 60

18.1 21.7 27.1 32.6 40.1 50.2 62.9 71.2

80 7.1 8.3 10.5 13.5 17.1 21.6 26 35.4 45.9 52.9 59.5 71.3

26.4 32.1 45.7 52.6 65.7

32.8 44.5 51.7 62.2 82.6

FLAME CUT BEVELS MH/EA.

SIZE (in)

STD

X.H.

2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.13 0.2 0.23 0.3 0.4 0.52 0.65 0.8 1.07 1.6 2 2.94 3.67 4.4 5.15 5.88 6.62 7.35

0.17 0.23 0.27 0.38 0.52 0.67 0.82 0.93 1.33 1.87 2.4 3.67 4.59 5.51 6.43 7.35 8.25 9.2

20

0.4 0.52 0.65 0.8 1.07 1.6 2 2.94

30

40

0.4 0.52 0.65 0.8 1.07 1.6 2.4 3.74

0.13 0.2 0.23 0.3 0.4 0.52 0.75 0.93 1.33 1.94 2.73 3.93

SCHEDULE 60

0.43 0.67 0.82 1.2 1.67 2.33

INCLUDES:

Set up tools and make bevel.

EXCLUDES:

Handling, cutting, internal machining & machined bevels.

GENERAL:

Add 100% for miter bevels. For wall thickness over 3/4", use "U" type bevel.

80 0.17 0.23 0.27 0.38 0.52 0.75 1.03 1.6

100

0.62 0.93

120

140

160 0.2 0.27 0.35 0.52

0.35 0.43 0.68

MACHINE END BEVELS MH/EA.

SIZE (in) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

V-TYPE 20/30/40 0.05 0.06 0.07 0.1 0.12 0.2 0.33 0.41 0.52 0.65 0.81 0.98 1.35 1.76 2.5 3.3 4.6 5.25 5.9 6.55

60/80 0.06 0.07 0.08 0.11 0.13 0.25 0.41 0.5 0.63 0.73 0.95 1.15

U-TYPE 100+ 0.07 0.08 0.09 0.12 0.15 0.28 0.43 0.54

to 100

120+

1.7 2.4 2.8 3.3 3.8 4.4 5.2 5.9 7.1 9.6 12 14.4 16.8 19.2 21.6 24

2.2 2.8 3.3 3.8 4.5 5.3 6.1 7.2 8.5 11.6 14.4 17.3 20.2 23 25.9 28.6

INCLUDES:

Machining end only.

EXCLUDES:

Cutting, internal machining & handling.

GENERAL:

14" & up with more than 3/4" wall, use U-Type. Miter bevels require 50% additional man-hours.

PREHEATING BUTT AND FLANGE WELDS MH/EA.

SIZE (in)

STD

X.H.

1 1.5 2 3 4 6 8 10 12 14

0.15 0.18 0.2 0.45 0.55 0.72 0.8 1.2 1.35 1.7

0.2 0.25 0.27 0.55 0.63 0.9 1.17 1.62 1.8 2.25

20

0.8 1.2 1.35 1.7

30

40

0.8 1.2 1.35 1.7

0.15 0.18 0.2 0.45 0.55 0.72 0.8 1.2 1.35 1.95

SCHEDULE 60

80

1.17 1.62 1.95 2.7

0.2 0.25 0.27 0.55 0.63 0.9 1.17 1.8 2.5 3.15

100

1.62 2.15 3 3.95

120

0.8 1.15 1.7 2.45 3.4 4.5

140

160

2.15 2.95 3.95 5.25

0.4 0.43 0.45 0.63 0.8 1.35 2.25 3.4 4.75 5.95

16 18 20 24 30 36 42 48 54 60

1.95 2.3 2.8 3.3 4.15 4.96 5.8 6.6 7.45 8.25

2.7 3.15 3.7 4.5 5.65 6.75 7.9 9 10.1 11.25

1.95 2.3 2.8 3.3

1.95 2.8 3.7 4.75

2.7 3.7 4.65 5.75

INCLUDES:

Heating of pipe by gas or torch.

EXCLUDES:

Cutting, welding, hauling and handling, nozzle welds.

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.

3.4 4.5 5.65 7

INERT GAS FOR SHIELDED ROOT PASS SIZE (in) M/H's 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.187 0.280 0.333 0.466 0.520 0.560 0.600 0.733 0.865 1.000 1.160 1.440 2.880 4.800 6.170 8.300 10.040 12.580

INCLUDES:

Set and 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 sizes.

ATTACHING SLIP-ON FLANGES MH/EA.

SIZE (in)

150

300

1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.9 1.2 1.7 2.3 3.3 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

1 1.3 2 2.5 3.7 5.1 6.5 8.1 9.8 11.3 13.4 15.8 18.9 23.6 28.3 34 37.8 42.5 47.2

FLANGE RATING 600 900 1.3 1.7 2.7 3.7 5.7 7.8 10.5 13.1 15.7 18.2 21.2 24.2 29.7 37.1 44.5 52 59.4 66.9 74.2

1.7 2.3 3.4 4.7 6.9 9.4 11.9 14.7 17.3 20 23.6 27.6 33.4 41.8 50 58.5 66.7 75 83.5

INCLUDES:

Layout, cutting pipe, assembly weld front and back.

EXCLUDES:

Hauling, preheating, stress relieving.

GENERAL:

For flanges attached to weld fittings, bends, or not square

1500 1.8 2.5 3.9 5.6 8.1 11 13.3 16.2

4.05 5.4 6.65 8.4

4.95 6.1 7.85 9.35

6.4 7.1 8.85 10.5

6.55 7.65 10.1 12

7.65 9.5 11.5 13.7

with pipe, add 25%.

MISCELLANEOUS WELDING MH/EA.

SIZE (in) 1 1.5 2 3 4 6 8

STD

WELDOLET X.H.

100+

1.8 3 3.8 5 7 8.7 10

2.2 3.8 4.7 6.5 8.3 10 11

3 4.9 6.3 10.5 11.5 16 20

FITTINGS THREADOLET 3000 6000 1.8 2.9 3.8 5.1

COUPLING 3000 6000

2.2 3.7 4.7 6.6

INCLUDES:

Layout, cutting, fitting, tacking and welding.

EXCLUDES:

Preheating, Grinding & Stress Relieving

GENERAL:

Coupling, at other than 90°, require 50% more man-hours. Elbolets require weldolet man-hours plus 50%.

1.9 2.6 3.3 4.4

2.3 3.2 4 5.5

CUTTING PIPE - THREADING PIPE MH/EA.

SIZE (in) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

CUTTING 20/30/40 0.06 0.07 0.08 0.09 0.15 0.24 0.33 0.55 0.75 0.95 1.25 1.5 1.75 2.25 3.24 3.88 4.54 5.17 5.83 6.47

60/80 0.08 0.1 0.11 0.13 0.21 0.34 0.5 0.83 1.13 1.42 1.88 2.26 2.53 3.37 4.85 5.8 6.8 7.25 8.74 9.7

CUTTING & THREADING 100+ 0.11 0.14 0.15 0.18 0.28 0.46 0.7 1.16 1.52 1.97 2.63 3.16 3.54 4.72 6.8 8.15 9.55 10.9 12.28 13.6

20/30/40 0.11 0.13 0.14 0.16

60/80 0.13 0.16 0.17 0.19

INCLUDES:

Flame or machine cutting & machine threading.

EXCLUDES:

Hauling, handling, make-ons & welds.

GENERAL:

Sizes 14" & larger are 3/8", 1/2" & 3/4" WALL RESPECTIVELY. If hand tools are used, add 50% to above units. For miter cuts, add 50% to above units.

SCREWED ON FITTINGS, FLANGES & VALVES MH/EA.

SIZE

ONE CONNECTION

(in)

PLAIN

0.75 1 1.5 2 3 4

0.26 0.33 0.44 0.48 0.61 0.77

BACKWELD ED 0.53 0.65 0.89 1.06 1.47 1.88

INCLUDES:

One connection only. Cutting, threading and refacing.

EXCLUDES:

Hauling and handling.

GENERAL:

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

100+ 0.16 0.2 0.22 0.24

SOCKET WELD 40/80 100+ 0.6 0.9 1 1.4

0.7 1.2 1.5 2

HANGERS AND SUPPORTS MH/EA. SIZE (in) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

Straight Run Pipe

Spooled pipe

0.04 0.04 0.05 0.07 0.09 0.13 0.14 0.16 0.22 0.24 0.26 0.28 0.31 0.35 0.4 0.45 0.51 0.58

0.1 0.1 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.22 0.23 0.24 0.26 0.28 0.31 0.35 0.4 0.45 0.51 0.58

INCLUDES:

Installing supports under pipe, welding or bolting.

EXCLUDES:

Fabrication and hauling.

GENERAL:

Miscellaneous engineered hangers supports at 0.07 man-hours per lb.

ALLOY OR STAINLESS PIPE 1 ERECTING ALLOY OR STAINLESS PIPE SPOOLS Use same man-hours as those shown for carbon steel spools. 2 ERECTION JOINT WELD AND SOCKETWELD FITTINGS For both operations, adjust carbon steel man-hours by the following factors: Group 1 Group 2 Group 3 Group 4,5&6 Group 7

add add add add add

100% 75% 175% 125% 150%

3 FABRICATING PIPE Group 1 Group 2 Group 3 Group 4,5&6 Group 7 Note:

add add add add add

75% 50% 150% 100% 125%

Group 1, 0.50% Moly, 0.50 - 0.70% Chr., 0.85 - 1.10% Chr. Group 2, 1.05 - 1.45% Chr., 1.50 - 2.00% Chr., 1.75 - 2.25% Chr. Group 3, 2.00 - 2.50% Chr., 2.75 - 3.25% Chr., 4.00 - 6.00% Chr. Group 4, 6.00 - 8.00% Chr., 80.. - 10.00% Chr., 10.00 - 15.00% Chr. Group 5, 18 -8, 304, 316, 321, 347, Stainless Steels. Group 6, Copper, Brass, Everdure. Group 7, Aluminum & Monel.

SOLDER FITTINGS MH/EA. SIZE (in) 0.375 0.5 0.75 1 1.5 2 3 4

Coupling 0.16 0.22 0.28 0.43 0.85 0.96 1.95 2

ELL 0.17 0.23 0.29 0.44 0.9 1 2 2.25

TEE 0.24 0.33 0.42 0.63 1.26 1.44 2.91 3

FLG. 0.16 0.22 0.28 0.32 0.7 0.9 1.4 1.65

RED. 0.18 0.25 0.32 0.5 0.9 1 2 2.15

ADPT 0.15 0.2 0.25 0.4 0.8 0.92 1.8 1.9

UNION 0.18 0.25 0.35 0.55 1 1.15 2.25 2.75

CAP PLUG 0.08 0.11 0.14 0.22 0.42 0.5 0.95 1

VALVE 0.35 0.4 0.45 0.6 1.15 1.25 2.5 3

INCLUDES:

Handling, preheating and soldering of fittings.

EXCLUDES:

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

POLYVINYL CHLORIDE PIPE SIZE (in) 0.5 0.75 1 1.5 2 3 4 6 8 10 12

Pipe per L.F.* 0.09 0.091 0.092 0.096 0.098 0.11 0.116 0.13 0.154 0.19 0.218

Joints each** 0.215 0.223 0.23 0.279 0.338 0.452 0.565 0.722 0.82 1.019 1.246

Saddles each*** 0.385 0.393 0.41 0.449 0.508 0.622 0.735 0.892 0.995 1.021 1.326

Valves each* 0.135 0.162 0.174 0.248 0.35 0.84 1.23 1.56 1.93 2.52 3

INCLUDES:

* 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 1.5". Branches 2" and larger are made with a tee. Add joint hours to valve handling. For lined valves use page 3.

FIBERGLASS REINFORCED PLASTIC PIPE SIZE (in) 2 3 4 6 8 10 12

Pipe per L.F. Joints each 0.17 0.172 0.174 0.179 0.194 0.238 0.308

0.68 0.91 1.13 1.45 1.64 2.04 2.45

Saddles each 1.02 1.24 1.47 1.78 1.98 2.36 2.78

Valves each 0.35 0.84 1.23 1.56 1.93 2.52 3

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.

SARAN AND RUBBER LINED PIPE AND FITTINGS SIZE (in)

Handle Pipe L.F.

1 1.5 2 3 4 6 8 10 12

0.195 0.224 0.245 0.292 0.341 0.39 0.492 0.589 0.735

Cut & Thread each. 0.322 0.438 0.479 0.517 0.739 1.315 2.209 3.475 5.26

Make-up Handle Joints each. Valves each. 0.175 0.315 0.36 0.49 0.633 0.709 0.797 0.895 1.005

0.295 0.436 0.568 1.42 2.08 2.76 3.56 4.32 5.08

INCLUDES:

Pipe hauling, erecting and 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.

LEAD LINED PIPE AND FITTINGS SIZE (in)

Handle Pipe L.F.

1 1.5 2 3 4 6 8 10 12

0.22 0.25 0.33 0.4 0.5 0.85 1.2 1.6 2.25

Cut & Thread each. 0.15 0.16 0.25 0.33 0.5

Make-up Joints each. 0.3 0.35 0.38 0.45 0.55

Butt Weld Incl. Lead Burn 0.9 1.1 1.3 1.55 1.85 2.5 3.4 4.35 5.55

INCLUDES:

Pipe hauling, erecting and aligning. Cutting and threading 2" and smaller by hand. Joints assembled and tightened. Manual arc weld and fusing of lead in joints.

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.

CEMENT LINED SCHEDULE 40 C. S. PIPE SIZE (in)

Handle Pipe L.F.

Pipe Cuts each.

Butt Welds each.

6 8 10 12 14 16 18 20 24

0.3 0.38 0.48 0.6 0.71 0.94 1.05 1.31 1.65

0.65 1 1.2 1.45 2.3 2.95 3.7 4.65 5.9

2 2.6 3.1 4.1 5 6.6 8.6 10.4 13.3

Sleeve (2 Welds) each. 3.3 4.6 5.7 6.9 7 9.2 10.4 12.4 15.5

INCLUDES:

Pipe handling, storage to site and erection. Manual arc weld and wetting cement in area. Installing sleeve, align & weld both ends.

EXCLUDES:

Bolt-ups, unloading to storage.

GENERAL:

Liming at cut to be square and flush with pipe. For flange bolt-ups, see page 5.

90° Noz. Weld each. 6.1 7.3 8.3 11.4 13.9 18.2 22.8 27 33.6

Patch Cement each. 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.3 1.5

LOCAL STRESS RELIEVING MH/EA.

SIZE (in)

STD

X.H.

2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 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

4.9 5.3 6.1 7.2 8.2 9 9.6 10.4 11.2 11.9 12.3 12.9 16.2 19.4 22.7 25.9 29.1 32.4

20

7.4 8.1 8.5 9.6 10.3 11.2 11.7 12.4

30

40

7.4 8.1 8.9 9.6 10.3 11.6 12.4 13.3

4.5 5.1 5.3 6.5 7.4 8.1 9.3 10.3 11.2 11.9 12.8 14

SCHEDULE 60

80

7.7 8.9 10 11.1 11.9 12.8 13.7 14.9

4.9 5.3 6.1 7.2 8.2 9.3 10.5 11.7 12.6 13.7 14.6 16.1

INCLUDES:

Moving to site, connecting and disassembly of equipment, wrapping and insulating. Carbon steel butt, flange or nozzle weld.

EXCLUDES:

Preheating and welding.

100

8.9 10 11.4 12.4 13.7 14.5 16.1 17.7

120 6.3 7.2 9.3 10.3 11.9 13.3 14 15.2 16.8 18.4

140

160

9.8 11.1 12.3 13.8 14.9 16.1 17.5 19.6

5.3 6.1 6.8 8.6 10.3 11.3 13 14.5 16.1 17.7 19.4 21.9

GENERAL:

If 2 welds are closed enough to be treated together, apply the unit once. For alloy, double the above units.

HYDROSTATIC TESTING PIPE Pipe Size MH/L.F. (in) 1 2 3 4 6 8 10 12 14 16 18 20 24 30

0.025 0.028 0.036 0.046 0.029 0.033 0.038 0.043 0.051 0.056 0.063 0.072 0.086 0.109

INCLUDES:

Set-up, Install blinds, Fill, Test and Drain.

EXCLUDES:

Repair work, Re-testing.

GENERAL:

Assume Foreman and 3 Fitters. Assume lines filled at 50 G.P.M. (1" at 10 G. P. M.) Assume 1" thru 4" drained by 3/4" coupling every 100lf. Assume 6" larger drained thru coupling plus partly open line size flange.

HANDLING AND ERECTING STRAIGHT RUN PIPE MH/EA.

SIZE

SCHEDULE

(in)

10 TO 60

80 TO 100

120 TO 160

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.16 0.17 0.19 0.21 0.23 0.25 0.3 0.39 0.48 0.57 0.7 0.8 0.9 1.04 1.29 1.57 1.85 2.1 2.38 2.64

0.18 0.22 0.24 0.28 0.31 0.38 0.48 0.6 0.73 0.87 1.02 1.17 1.32 1.49

0.2 0.27 0.29 0.35 0.39 0.5 0.65 0.82 1 1.19 1.39 1.6 1.81 2.04

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.

"C" - COLUMNS AND PRESSURE VESSELS Erect Shop Fabricated Pressure Vessels Control Code C-11 Erect Shop Fabricated Pressure Vessels Columns, Reactors and Other Vertical Vessels

Fld. Lbr. Code E-10

Erection Weight

100' Max

150' Max

Over 150'

Horizontal Vessels

(Tons)(*)

Height

Height

Overall

Incl Exchanger Shells

To 5

35

35

35

30

10

50

50

50

30

20

100

100

100

40

30

150

150

150

60

40

200

200

200

80

50

250

250

250

100

60

300

300

300

120

70

350

350

350

140

80

400

400

400

160

90

400

450

450

180

100

400

500

500

200

120

400

600

600

200

140

400

700

700

200

160

400

800

800

200

180

400

800

900

200

200

400

800

1,000

200

Over 200

400

800

1,000

200

*Erection weight must include weight of any internals or externalattachments installed prior to lift. C-18 Rigging manhours to be added to above when gin poles or derricksare used: Unload, assemble, erect and dismantle including deadmen,guys, load lines, hoists, etc. 150 Ton Poles 300 Ton Poles 600 Ton Poles 150 Ton guy derrick

700 2000 3000 3000

MH MH MH MH

Shift poles between lifts without dismantling 150 Ton Poles 200 MH/Move 300 or 600 Ton Poles 500 MH/Move Control Code C-11 Erect Field Fabricated Pressure Vessels Carbon Steel Shell Alloy or Alloy Clad Shell

C-16

Install Pressure Vessel Internals Fld. Internal Piping Trays - Bubble Cap Valve (Flexitray, Ballast, Grid) Sieve Mist Eliminator Pads Refractory Lining: Welded Studs or Clips Castable Lining - to 2" - to 3" Hexsteel Scaffolding inside vessel, if required Inert Packing (Rings, saddles, balls, etc.) Catalysts Glitch Grid * Minimum 25 hours per packed vessel

Fld. Lbr. Code E-10 60 100

MH/TON MH/TON

100 0.8 0.5 0.4 0.8

MH/TON MH/SF MH/SF MH/SF MH/SF

0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.4

MH/SF MH/SF MH/SF MH/SF MH/SF MH/CF MH/CF MH/CF

Fld. Lbr. Code E-10

Field Welding FIELD MH/LF FOR C.S. BUTT WELDS Plate Flat Plate Vessel Seam Vessel Seam Thickness in Horizontal in Horizontal in Vertical (inches) Plane Plane Plane 0.25

0.9

1

1.1

Overhead Welds 1.5

0.375

1.35

1.5

1.7

2.25

0.5

1.55

1.7

1.95

2.6

0.625

1.75

1.95

2.2

2.9

0.75

2.1

2.3

2.6

3.5

0.875

2.2

2.4

2.8

3.7

1

2.3

2.6

2.9

3.8

1.5

3.1

3.4

3.9

5.2

2

4

4.5

5

6.7

2.5

5.9

6.5

7.4

9.9

3

8.4

9.3

10.5

14

4 14.8 Modifications to above unit manhours:

16.5

18.5

24.8

For alloy materials or clad plats-multiply by 2. Preheating (where required) for C.S. or alloy materials - multiply C.S. Buttweld manhours by 0.33 Local stress relief - Multiply C.S. Buttweld manhours by 1.50 Radiographic inspection - to 1" plate allow 1.0 MH/LF Radiographic inspection - over 1" plate allow 1.5 MH/LF Flame cutting C.S. plate - multiply C.S. Buttweld manhours by 0.30 Alloy plate - multiply C.S. Buttweld manhours by 0.60 Example: 1" Seam weld by 10 -diam 5 CR vessel prior to lift. Weld requires beveling (both edges) preheat, postheat, xray. Flame cutting 31.4 LF x 2 at x 2.9 x 0.60 109 Preheat 31.4 LF x 2.9 x 0.33 30 Buttweld 31.4 LF x 2.9 x 2 182 Local Stress Relief 31.4 LF x 2.9 x 1.50 137 Radiographic inspection 31.4 LF x 1.0 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 o Field assembling and welding o Stress relieving and radiographing. (Radiography normally subcontracted) o Vessel dryout including oven. o 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. o Scaffolding labor required for field assembly of columns/vessels. o Vessel davits. o Vessel insulation rings and platform clips. (Normally welded in shop) o Trays, rachig rings, pea gravel and other internals or packing. o Catalyst storage hoppers/bins. o Interior vessel refractory and insulation. (Normally subcontracted) o Testing and inspection. o Plumbing, shimming and grouting of columns/ve3sels. o Installation of Catalysts and Chemicals. (Normally by client)

Excludes o Equipment rentals other than subcontract. o Scaffolding for external painting or insulation of vessels. o Platforms, ladders or handrails. o Catalyst handling equipment. o Fireproofing studs if field installed. o Tankage, spheres and spheroids. o Painting and external insulation. o Foundations. o Exterior fireproofing mesh, brick, gunite, etc. o Instruments except where purchased with vessel. o Material cost of water for testing. (Include in Account 73.40:Purchased Utilities)

"D" - TANKS Control Code

Fld. Lbr. Code D-20

Erect Shop Fabricated Tanks D-20 Allow minimum

2

MH/Ton

20

MH/Tank

Erect Field Fabricated Tanks (Almost always subcontracted) Atmospheric Tanks - Floating Roof, Cone Roof, Dome Roof, Open Roof Spheres Refrigerated Atmospheric Tanks (LNG, NH3, Etc.

Allow

10.00

MH/Ton

Allow Allow

25.00 0.20

MH/Ton MH/BBL

Including insulation, refrigeration equipment, controls, and excluding foundation, piping and electrical connections. Note:

8.4 BBL 13.3 BBL 5.7 BBL

Includes atmospheric tanks, spheres and spheroids including appurtenances. Includes o Field assembling and welding. (Normally subcontracted) o Stress relieving and radiographing. (Radiography normally subcontracted) o Alterations of crane booms, etc. for lifts. o Scaffolding labor required for field assembly of tanks. o Davits. o Insulation rings. o Internal linings or painting such as rubber, bitumastic, cement, coal-tar enamel, etc. o Testing and inspection. o Plumbing, shimming and grouting. Excludes o Equipment rentals other than subcontracts. o Scaffolding for external insulation or painting. o Platforms, ladders and handrails unless furnished with tank. (Normally are supplied with tanks) o Instruments unless furnished with tanks. o Heaters of mixers unless furnished with tank. o Tank drains (see "S") unless furnished with tank. o Painting and external insulation o Foundations including ring walls, sand/rock pads, piles. o Dikes. o Cost of test water. o Tank gauging system. . o Concrete tanks, sumps or basins.

"E" - EXCHANGERS E-31

Control Code

Fld. Lbr. Code E-30

Shell and Tube Exchangers

Erection of 1 shell Minimum 20 MHS/Shell Maximum 200 MHS/Shell

Allow

2

MH/Ton

Allow

5

MH/Section

Allow

10

MH/Ton

Allow Plus Allow Plus

15

MH/Ton

50

MH/Fan

If weight is not available, estimate at 8 lbs/SF. (Example:4,000 SF shell, 16 tons, 32 MHS) . Double Pipe Exchangers (also called fintubes or U-tubes)

Air Coolers Completely shop assembled including shop installations of fans and drivers Partially shop assembled into half-sections with fans and drivers shipped loose Completely field assembled E-32

20

MH/Ton

50

MH/Fan

Winterized Air Coolers or "Combinaires" - Use above manhours. Added weight of these units will generate sufficient added manhours. Note :

If weights are not available, estimate as follows:

Regular Air Coolers - Allow 0.8 LB/ESF (ESF = Extended square&feet of heat transfer area) Winterized Air Coolers or "Combinaires" If number of fans is not available, estimate at 1 Fan per

Allow

Allow

Cooling Towers (Generally subcontracted) Tank Heaters Bayonet type - estimate installation as a shell and tube exchanger E-33

1.2

LB/ESF

25000

ESF.

0.2

MH/GPM

20

MH/Ton

Pipe Coils - Allow for installation of 20 MH/Ton plus any necessary Butt Welds at 1 MH/Diameter-inch.

Box Cooler Completely Shop Assembled CE-34

Allow

Partially Shop Assembled Assembles Steel Shell Place and Connect Coils Concrete Lining, if required

20.00

MH/Ton

50.00

MH/Ton

25.00

MH/Ton

0.20

MH/SF

Includes non-fired heat transfer equipment such as tubular exchangers, condensers, deareators, reboilers, box coolers, fin-fan air coolersand cooling towers. Includes o Spare gaskets and test jibs. o Tank heaters unless furnished with tank. o Cooling tower fans and fan drivers. o Exchanger stacking spacers. o Vacuum equipment furnished with condenser. o Alteration of crane booms, etc. for lifts. o Testing and inspection. o Plumbing, shimming and grouting. Excludes o Cooling tower basin, electrical hookup, pumps, chemical treatment facilities o Heat exchangers furnished with compressors or other equipment. o Vent and drain valves o Tube bundle Pulling facilities. o Foundations. o Insulation and painting.

"F" - FIRED HEATERS Control Code F-40

Fld. Lbr. Code E-40

Shop Assembled Heaters (Generally under 20 MMBTU/HR)

Allow for unloading and erection Minimum Also allow the required labor operations, such as setting stack, using manhours discussed below. Field Assembled Heaters Estimate in sequence of erection, as follows: 1. Erect Structural Steel Frame (May not be required where casing supports . load)

100

MHS

35

MH/Ton

60

MH/Ton

0.06

MH/each

0.2 0.2 0.3 50

MH/SF MH/SF MH/SF MH/Ton

6. Place Radiant Tubes

7

MH/each

7. Roll Tubes into Headers, if required 8. Make necessary Butt Welds on Radiant Tubes Carbon Steel - per Weld (D-I Diameter inch) Alloy - per Weld 9. Local Stress Relief, if required, per Weld Carbon-Steel Alloy

2

MH/connection

2. Erect Steel Casing - Radiant Section MR/Ton 3. Place Firebrick, if required, floor and walls 4. Place Castable Refractory, floor and walls Studs or other support 2" Lining 3" Lining 5. Install Radiant Tube Supports (If no weight provided, allow 50 LB/Radiant Tube)

10. Place Roof Refractory - Brick or Castable 11. Set Convection Section, if shipped Shop - Assembled 12. Install Convection Section, if shipped Unassembled

1 MH + 0.5 MH/D-I 2 MH + 1 M/D-I 3 MH + 0.2 MH/D-I 4 MR + 0.3 MH/D-I 1

MH/SF

10

MH/Ton

Use manhours from 1 thru 9

13. Place Ductwork or breeching

Using manhours from 2 and 4

14. Weld stack if required - Allow

2 MH/LF Minimum 100 MH/Weld

15. Place Castable lining in stack if required 16. Erect steel stack

Use manhours from 4 Use appropriate manhours from vertical vessel standards

17. Assemble and install access-steel 18. Install burners - gas only oil or gas & oil 19. Install burner piping, if furnished

45 5 20

MH/Ton MH/each MH/each

0.5

MH/LF

20

MH/Tube

by heater vendor - Allow Install Catalyst in - Radiant Tubes (Special situation in reforming furnaces) - Allow Concrete Stacks Concrete Shell Brick Lining Steel Liner - Estimate as a Field Fabricated pressure vessel

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 preheaters, draft fans and drivers. Includes o Plumbing, shimming and grouting. o Roofing and siding. (Normally subcontracted) o Flare stack ignition tip 0 Refractory and insulation (setting). (Normally subcontracted) o Stack and duct lining. (Lining normally subcontracted) o Scaffolding labor required for assembly of heater. o Stress relieving, radiographing. (Radiography normally subcontracted)

6 0.12

MH/CY MH/SF

o Testing (Hagnafluxing, hydro, air). o Erection or startup supervision by vendor. 0 Sootblowers excluding piping and electrical). Excludes o Platforms, ladders and handrails unless furnished with heater. o Instruments unless furnished with heater. o Foundations. o Painting and external insulation. o Burner piping unless furnished with heater. o Fireproofing. o Electrical.

"G" - PUMPS AND DRIVERS Control Code K 51 G-51

Fld. Lbr. Code E-50

Pumps and Drivers: Driver HP

MH/Pump

Under 5

25

5 to 100

75

100 to 200

100

200 to 300

150

300 to 400

200

400 to 500

250

500 to 600

300

600 to 700

350

700 to 800

380

800 to 900

410

900 to 1000

450

over 1000

500

Note: If a pump has two drivers, such-as a motor plus a power recovery turbine, add 70X to the MH/Pump tabulated above. Where the driver horsepower or the pump brake horsepower is not available, use the following data: Pump BHP =(GPM x TDH x SG) / (3960 x E) =( (GPM x P) /( 1717 x E))TDH = P (3960)/(1717 *S.G.) Where: GPM U.S. TDH SG E P Driver HP Driver HP

= = = = = = =

Gallons/Minute Total Differential Head, in Feet Specific Gravity Pump Efficiency (Use 60%) Discharge psig less Suction psig BHP x 1.0 for Turbine BHP x 1.1 for Motors, rounded to nearest standard rating.

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

o Rotation checks. o Coupling guards. o Packing and gaskets. o Shimming and grouting. o Lagging if furnished with pump or driver. o Pump bases. o Testing and inspection. Excludes

o Pumps and drivers furnished with compressors or other equipment. o Trim or hookup piping, unless supplied with the pump or driver. o Electrical connections and starters. o Foundations. o Insulation and painting.

"K" - COMPRESSORS AND DRIVERS Control Code K60 Fld. Lbr. Code E-60 Compressors and Drivers: Compressor 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 Note: All standard manhours

Driver

BHP Range

Standard MH's

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 over

to 100 101 to 1000 1001 to 5000 over 5000 to 100 101 to 1000 1001 to 5000 over 5000 All to 1000 1001 to 10,000 over 10,000 to 1000 1001 to 5000 5001 to 10,000 10,001 to 20,000 over 20,000 10 to 1000 1000

Includes all compressors, blowers, fans and their drivers. Includes o Exchangers, tanks, pumps and drivers, piping, instruments and electrical when furnished with compressors, gears or drivers. o Pickling and flushing of auxiliary piping, when piping furnished with compressors or drivers. o Rotation checks. o Coupling guards. o Packing and gaskets. o Charging oil and filters. o Shimming and grouting. o Lagging and lagging installation if furnished with compressor or driver. o Testing and inspection. o Erection and startup supervision by vendor. o Pulsation dampeners, intake hoods, silencers, intake and exhaust ducts. o Suction and discharge bottles. Excludes o Foundations. o Insulation and painting. o Building ventilators. o Electrical connections and starters. o Trim and hookup piping other than furnished with compressor.

"T" - SPECIAL EQUIPMENT Control Code Fid. 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 T-80 Processing Media T-90 Miscellaneous Field Purchase Material For normal Refinery/Chemical fluid processing plants, estimate manhours thus:

Shop assembled equipment

20

MH/Ton

Field assembled equipment

60

MH/Ton

Comments: The use of MH/$ Mat 1 should be avoided if possible. Weight can 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

300 1000 3000 7000 400 1200 4000 8000 0.8 1000 4000 6000 1000 3000 5000 7000 8000 400 0.4

unit /Compr /Compr /Compr /Compr /Compr /Compr /Compr /Compr /BHP /Compr /Compr /Compr /Compr /Compr /Compr /Compr /Compr /Fan /BHP

of Historical Cost Data must be made to determine suitable unit manhours for each type of equipment. Electrical turbine-generator erection manhours, for machines under 50,000 KW, can be estimated using standard manhours 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 o Special package systems. o Elevators not in a building. o Erection and startup supervision by vendor if required. o All major vacuum equipment - etc.

Excludes o Machine tools and laboratory equipment within refinery buildings. o Monorails and building service cranes, hoists, etc. o Structures and foundations supporting this equipment. o Elevators within a building to be charged to .14 "R" Accounts. o Vacuum equipment furnished with condenser. o All major vacuum equipment (i.e. - ejectors, vacuum pump, and exhausters). Minor vacuum specialties are included with piping

specialities.

"J" - 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 neumatic. It also includes the instrument air supply piping fro the first block valve of an air header to the instrument and weatherproofing (except steam tracing and insulation) of this instrument to ensure satisfactory operation regardless of climatic conditions. Excludes The installing and supporting of conduit and wire, steam tracing, insulation, steam and condensate piping to instrument shelter heater coils, instrument Air Headers (sub-headers are inluded in this account), and instruments supplied as an integral part of a piece of equipment. Control Code Description J-01 Prefabricate instrument supports (Labor only) J-11 Field mounted receivers, controllers J-12 Field mounted flow instruments J-14 Field mounted level instruments J-16 Field mounted pressure instruments J-18 Field mounted temperature instruments J-19 Miscellaneous field mounted instruments J-21 Main control panel and rack J-22 Main panel instruments and control systems J-26 Process contrrol computer J-31 Local control panels J-32 Local panel mounted instruments J-41 Control valves (material only) J-44 Relief valves (material only) J-50 Instrument shelters J-60 Analkyzzers and package control systems J-71 Single tubing (pneumatic transmission) J-72 Mutitubing (pneumatic transmission) J-73 Raceway and tray

Fld. Lbr. Code J-01 J-10 J-10 J-10 J-10 J-10 J-10 J-21 J-22 J-26 J-31 J-32 J-50 J-60 J-71 J-72 J-73

J-74 J-75 J-81 J-82

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

J-01

Prefabricate Instrument Supports (Labor only).

Note:

Direct field labor costs for on site prefabrication and preassembly 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 Stands). Excludes Hours to install (with J-1*) Prefabrication and Assembly Fabricate Strong Backs Fabricate Pipe Stands Fabricate Pipe Saddles Fabricate Steel Pots

J-11

J-74 J-81 J-82

Unit ea. ea. ea. ea.

Fld. Lbr. Code J-01

Man-hours Incl. W/Piping Fabrication & Installation

12 6 9

Field mounted receivers, controllers.

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"). 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 ot 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. Testing, Inspection and calibration of field instruments and instrument connection piping ( J-80 account). Instrument Installation Field Major Vendor Flow Transmitters, Controllers, Level Indicator, Recorders E or P Pressure Indicator, Recorders E or P Temperature Indicator, Recorders E or P Note:

J-12

Field mounted flow instruments

Field mounted level instruments Displacement Level Instrument Ext. Cage Displacement Level Instruments Internal Displ. Float Level Switches Capacitance Level Instruments Gauge Glasses Tank Gauges Boiler Sight Glasses Water Columns

J-16

Man-hours 24 18 5

Fld. Lbr. Code J-10 Unit ea.

Man-hours 3

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

Orifice Plates (flgs. And meter runs "L" Acct.) Flow Tubes and Venturis (In "L"Account) Ratometer and sight glasses (Sight Glass "L" Account) Magnetic Flow Meters (In "L" Account) Turbine Meters (In "L" Account) Flow Switches Target Type Flow Switches D/P Type Pitot Tubes J-14

Unit ea. ea. ea.

Field mounted pressure instruments Pressure Gauges Draft Gauges (Incl. Tubing) Differential Pressure Gauges Differential Pressure Switches Pressure Switches

ea.

3

ea. ea. ea.

4 24 6

Fld. Lbr. Code J-10 Unit ea. ea. ea. ea. ea. ea. ea. ea. Fld. Lbr. Code J-10 Unit ea. ea. ea. ea. ea.

Man-hours 28 8 18 10 16 20 10 27

Man-hours 2 47 24 24 8

Note:

J-18

When diaphragm seals, siphons or dampeners are used with above instrument add one hour to above man-hours Field mounted temperature instruments Termocouples Assemblies and Wells Reactor Thermocouples Dial Thermometers and Wells Remote Thermometers Temperature Switches

J-19

Miscellaneous field mounted instruments Solenoid Valves Miscellaneous Relays

J-21

Main control panel and rack Solenoid Valves Miscellaneous Relays

Fld. Lbr. Code J-10 Unit ea. ea. ea. ea. ea.

Man-hours 2 15 2 5 5

Fld. Lbr. Code J-10 Unit ea. ea.

Man-hours 3 3

Fld. Lbr. Code J-21 Unit ea. ea.

Man-hours 3 3

Includes Labor to handle the main control panel section (unloading, moving to control house, uncrating), setting, bolting sections together, installing filler sections and console desks. Control House Panels and Unit Manhours Panel Mounted Instruments Unload Panel board from truck, skid into position & set on foundation

Note:

J-22

If control panel is shipped in sections add for each unit connection 4.0 manhours. Console Desk Main panel instruments and control systems

Unit lf.

Man-hours / lf 3

ea.

4

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 ading new cut out and hook up add 8.0 manhours.

Excludes Labor to connect electrical wire from the field to the board and terminal stips for 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. (Singlee Tubing, J-71 account; multitubing, J-72 account) Unit ea.

Panel Mounted Instruments (Face of Panel) J-26

Process contrrol computer

Man-hours 5

Fld. Lbr. Code J-26

Includes Labor to handle the main section (unloading, moving to control house, uncrating), setting, bolting sections together, installing filler sections and console desks. Setting of auxiliary equipment such as key punch machine, decollator, etc. Unit ea.

Process computer - Set in Place Excludes Labor to connect electrical wire from the field to the computer (P account). Any equipment required to maintain a suitable environment in the computer room (R account). J-31

Local control panels

Includes The material and labor for furnishing and installing local control panels. Note:

Excludes

Some local panels are small in size such as 2' - 0" H x 2' - 0" W. For this type of local panel allow 4 manhours each.

Fld. Lbr. Code J-26

Man-hours 60

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). Unit lf.

Local Control Panels J-32

Local panel mounted instruments

Man-hours/lf 3

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. Unit ea.

Local Panel Mounted Instrument

Man-hours/lf 4

Excludes The labor to connect Pneumatic signal transmission tubing from field instrument to terminal bulkheads with J-71 ro 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 mhrs ea. J-50

Instrument shelters

Fld. Lbr. Code J-50

Includes Labor for Pre-assembling and installing instrument housing or shelters of the heated or unheated type. Excludes Labor fro steam tracing ( L - 10 account) and insulation (N-30 account) of instruments and inbstruments 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 instrument Shelters - Walk-In Type Instrument Enclosure Heater Shelter J-60

Analkyzzers and package control systems

Unit ea. ea. ea.

Man-hours/lf 60 4 10

Fld. Lbr. Code J-60

Inscludes Labor to install all parts of instrument systems puchased as a unit ( Boiler Control Sydtem, etc.). Instruments identified on the P&ID as one instrument, but which actually consist of several instrument, I.e., density analyzer, chromatograph, moisture analyzer. These instruments maybe 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 inclded 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 Analyzers - with sampling conditioning systems Analyzers - Portable type such as ph analyzers Boiler Control System

Unit ea. ea. Syst.

Treat as normal estimate, count instrument and apply unit manhours per instrument, and compile total manhours for this package. Other package controls - Allow 25 mhrs/$1,000 Noter: J-71

Syst.

25 mhrs/$1,000 is not standard. This allowance depends on type of system, escalation, etc. Single tubing (pneumatic transmission)

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.

Fld. Lbr. Code J-71

Man-hours/lf 250 10

Unit lf.

Single Tubing - Pneumatic Transmisssion (Copper or Plastic)

Man-hours/lf 0.3

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 (J-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

Mutitubing (pneumatic transmission)

Fld. Lbr. Code J-72

Includes Installation labor of all multitube bundles transmitting pneumatic signals, including connectors and junction boxes. 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 multitube bundles. Excludes Multitube supports unistrut or other (J-73 account). Single tubing installation (J-71 account). Multitube and Junction Box Multitube Connections Junction Box J-73

Raceway and tray

Unit lf. ea. ea.

Man-hours 0.5 1 4

Fld. Lbr. Code J-73

Includes Installation labor for all raceway and tray used specifically for the support of instrumentation multitube bundles. Unit lf.

Raceway and Tray

Man-hours 1

Excludes Support 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 subheader

Fld. Lbr. Code J-74

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 pipng to an instrument after the first block valve on the instrument air subheader (J-X account). Instrument Air Subheader Galvanized Pipe 1" and under Galvanized Pipe 2" and up J-81

Loop check (labor only)

Unit lf. lf.

Man-hours/ft 0.5 0.6

Fld. Lbr. Code J-81

Includes the labor necessary to ensure that: a b c

all instruments perform their intended function. all components are properly connected. all components respond correctly.

also Includes testing and inspection of instrument air subheader and connection lines. Unit

Man-hours

Loop Check Teting of instrument air subheader Testing instrument connection lines Testing thermocouple leads Alarm loops J-82

ea. lf. lf. ea. ea.

Calibration and testing (labor only)

4 0.04 0.04 1 1

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 connecting "moan lists" resulting from P&ID checks, testing and calibration. (See respective "J" installation account). Test and Calibration Field Instruments Panel Instruments Control and Relief Valves Analyzers (May vary with type)

Unit ea. ea. ea. ea.

Note:

In definitive estimates use above unit rates. In conceptual estimates use allowance of 12% of other "J" manhours.

(Y10)

Instrumentation Scaffolding

That portion of the scaffolding manhours (Y10) attributable to instruments may be estimated at: 3% of total "J" manhours. 4% of total "J" manhours, excluding J21, J22, J26 and J60.

"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, ladder and cages, handrail and toe plates, grating. Checkered plate not supplied with equipment. Structural Enclosures - Including siding, roofing, doors, etc. associated with steel or concrete structure to act as protection from the elements during operation or maintenance. Includes pumps or compressor shelters, elevator shaft siding, conveyor covers, etc. Excludes Concrete pipe slippers poured as foundation. - "Q" Account. Steel framing for buildings. - "R" Account. Pipe hangers and insulation shoes. - "L" Account. Instrument tubing raceway or raceway supports. - "J" Account. Electrical or instrument supports, hangers, stands. - "P" or "J" Account Fireproofing of structural steel or vessel skirts. - "N" Account. Welding rod or other consumables. - Distributable Account. Foundation. "Q" Account. Field Painting. - "X" Account. Temporary slabs used for precasting concrete. - Distributable Account. Marine Structures. - "Q" Account. Concrete Pipe Stanchions. "Q" Account. Concrete Structures. - "Q" Account.

Control Code Fld. Lbr. Code ** M-10 Steel structures and Enclosures M-10 Includes the labor cost associated with the furnishing and erection, bolting, riveting, cutting, welding and burning of steel structures supporting and/or

Man-hours 4 4 4 25

enclosing permanent plant equipment. Includes steel platforming floor grating, stair, ladder 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 willl be included in the "R" account. Excludes roofing and siding (including windows and doors) attached to said structures (with code R25) and concrete decking (with Q Account). Light Steel Heavy Steel Very Heavy Steel

(Less than 17LB/LF) (17 to 45 LB/LF) (Over 45 LB/LF)

40 20 10

MH/TON MH/TON MH/TON

For Precast Fireproofed Steel Members add 6 MH/TON of steel. ** M-20 Platforms, Stair, Ladders and Handrails M-20 Includes the labor cost associated with the furnishing and erection , bolting, riveting, welding, cutting and burning of platforms, ladders, handrails and stair and their structural steel supports attached to or to be used to provide access to columns, vessels, exchangers, instruments or valves. Vessel Platforms, Stair treads, ladders

45 MH/TON

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

30 LB/SF

Ladders and cages

22 LB/LF

Handrail and toe plate

11 LB/LF

Stair treads (Grating)

30 LB/EA

Grating for checkered plate other than part of vessel platforms ** M-30 Steel Pipe Stanchions

0.1 MH/SF

M-30 Includes the labor costs associated with the furnishing and erection, bolting, riveting, welding, cutting and burning of sructural steel pipeways or pipe stanchions.

25 MH/TON

For major pipeways use manhours 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. ** M-50 Other Structures

50 MH/TON

M-50 Includes the furnishing, fabricating and erecting of wharves, bridges, loading platforms, etc. ** Add 10% for each 40 ft of elevation above initial 20 ft to each of the above accounts.

(Y10) Steel Scaffolding) That portion of the scaffolding manhours (Y10) attributable to

steelwork is estimated at zero.

"N" - INSULATION & FIREPROOFING Includes All external vessel, equipment and pipe insulation. Fireproofing of vessel skirts, vessel legs, structural steel and equipment support 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 Rental or purchase price of Gunite nozzles, compressors, trowels, etc. Erection of precast fireproofed steel members Scaffolding for columns and vessels (usually S/C) Instrument Housing

N10 Piping Insulation EFFECTIVE LINEAR FOOTAGE Actual Take-off x Fitting Factor = Effective Linear Feet. 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 (Inch)

Normal Hot (Excluding Flanges & Valves)

Traced & Chilled Water Includes Flanges & Valves

Cryogenic

On Plot 1/2 thru 1 1/2 2 thru 4 6 thru 8 10 thru 14 16 & larger

1.96 1.65 1.46 1.35 1.24

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 1/2 thru 6 8 & larger

1.13 1.09

Instruments are usually priced per each.

MANHOUR UNIT RATES Manhour per Effective L.F. (ELF) Calcium Silicate w/ .016" Aluminum Jacket Pipe Size (Inch) 2 3 4 6 8 10 12 14 16 18 20 24 30

1"

Thick 0.18 0.19 0.19 0.21

1 1/2" Thick 0.20 0.21 0.21 0.25 0.34 0.36 0.42 0.46 0.50 0.54 0.60 0.78 1.11

2"

Thick 0.21 0.22 0.25 0.33 0.34 0.38 0.46 0.51 0.56 0.61 0.67 0.94 1.24

2 1/2" Thick 0.25 0.26 0.26 0.34 0.36 0.42 0.51 0.57 0.63 0.68 0.79 1.14 1.49

Manhours include Supervision, Material Handling and Scaffolding. For low temperature work, multiply the above by 3.

N21 Hot Equipment Insulation MH' per Effective Square Foot Thickness (Inch) 1 1 1/2 2 2 1/2 3

Large Shells 0.38 0.39 0.41 0.44 0.48

Exch. Shells Large Heads Exch. Heads 0.41 0.77 1.02 0.42 0.78 1.04 0.44 0.81 1.04 0.47 0.84 1.10 0.51 0.89 1.16

Square Footage is figured from the O.D. of the insulation Effective Square Foot - Actual Square Foot x Fitting Factor. For typical refinery equipment, this fitting factor will be approximately 1.1. For equipment with a large number of nozzle or stiffener rings, use a factor of 1.3. For Mineral Wool use 95 percent of above manhours. For Stainless Jacket use 105 percent of above manhours. For each inner layer of multi-layer work, use 75 percent of above rates, which will exclude the jacket.

N22 Cold Equipment Insulation MH' per Effective Square Foot Thickness (Inch) 1 1 1/2 2 2 1/2 3

Large Shells 0.86 0.88 0.92 0.99 1.08

Exch. Shells Large Heads Exch. Heads 0.92 1.73 2.30 0.95 1.76 2.34 0.99 1.82 2.41 1.06 1.89 2.48 1.15 2.00 2.61

These unit-rates include fitting of insulation, buttering joints, installing vapor barier 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% of above rates, which will exclude the jacket, vapor-barier and mastic work.

N30 Fireproof Vessel Skirts Usually required on skirt of all vertical vessels containing liquid hydrocarbons. Area includes outer surface and inner surface as

3"

Thick

0.40 0.44 0.52 0.57 0.65 0.70 0.81 1.17 1.51 1.73

3 1/2" Thick

0.59 0.67 0.72 0.85 1.23 1.53 1.82

required by specifications.

2" Gunite with 1/2" sq. mesh embedded

Allow 0.2 MH/SF

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

Allow 60 MH/CY Allow 12°MM/SF

Intumescent Paint 2 Hour = 1/2" Thick build Up 3 Hour = 1 1/16" Thick Build Up

Allow .06 MH/SF Allow .13 MH/SF

N50 Miscellaneous Fireproofing 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.

Evaluated on an Individual Job basis

N60 Soundproofed (Y10) Insulation Scaffolds) That portion of the scaffolding manhours (Y10) attributable to insulation fireproofing may be estimated at zero since, for this letter account only, scaffolding manhours are included in all unit rates above.

Evaluated on an Individual Job basis

* Suitable for pouring of joints and patching steelwork which has been fireproofed off site. Assume 0.7 CY for each field joint.

"P" - ELECTRICAL GENERAL These standard provides the estimator a referance tools to develop estimates. When the manhour units are used for the installation of electrical equipment and materials, the following must be considered: 1 2 3 4 5 6

Type of construction Position relative to the ground level Concentration of work in the area Quantities Weight Associated items of material.

Includes Installation of all electrical materials. Distribution, power and control, emergency, lighting, fire alarm and communication equipment. Interconnecting conduit, tray, wire and cable. Grounding, cathodic protection, electric heat tracing and overhead distribution systems. Excludes Electrical equipment foundations. Conduit racks and supports between pipe atanchions, when detailed and located on structural drawings. Motor drivers. Fences around Electrical equipment.

Electrical services in buildings, if subcontracted. Temporary electrical facilities. Excavation and concrete work.

Control Code P-10 ELECTRICAL EQUIPMENT

Fld. Lbr. Code

P-11 Distribution Equipment P-11 Includes all labor cost associated with the handling, setting and testing of the following electrical equipment: High voltage master substations, power transformer, 15 KV switchgear, distribution transformer associated with power distribution system (see Control Code P-50) and all device for the distribution and control of electrical power to plant substations. Exclude Motor Lighting Transformers All wire and cable connections Small Transformers on poles. High Voltage Master Substation I-beam and/or box steel structures Lattice steel structures

UNIT MANHOURS 15.00 MH/TON 35.00 MH/TON

15 KV METALCLAD SWITCHGEAR 500 MVA-1200 A ACB-2000 A ACB 750 MVA-1200 A ACB-2000 A ACB 1000 MVA-1200 A ACB-2000 A ACB-3000 A ACB Starters-Full Voltage Induction Starters-Reduce Voltage Induction Generator-ACB and Control Starters-Full Voltage Synchronous Starters-Reduced Voltage Synchronous 600 A Fused Switch-1200 A Unfused Switch 1200 A Fused Switch

Control Code P-11 Distribution Equipment

(Continued)

Indoor 60.00 65.00 95.00 +15 +30 +30 +30 +60 25.00 30.00

MANHOURS/EACH Outdoor 65.00 70.00 100.00 +15 +35 +35 +35 +70 30.00 35.00

Walk-in 75.00 80.00 115.00 +15 +45 +45 +45 +90 40.00 45.00

Fld. Lbr. Code P-11

Power and Distribution Transformers - Oil Immersed, Self Cooled, Three Phase MH/EA WT-LBS 112 1/2 KVA 32 2,900 150 KVA 36 3,100 225 KVA 44 4,000 300 KVA 51 5,000 500 KVA 65 7,000 750 KVA 78 10,000 1,000 KVA 90 12,000 1,500 KVA 110 15,000 2,000 KVA 125 16,000 2,500 KVA 140 19,000 3,750 KVA 170 27,000 5,000 KVA 195 33,000 7,500 KVA 235 43,000 10,000 KVA 270 46,000 12,000 KVA 295 55,000 15,000 KVA 327 65,000 20,000 KVA 375 91,000 25,000 KVA 417 106,000 30,000 KVA 455 130,000

Fused Primary Switch (on XFMR) Transition Connection Throat Connection Neutral Grounding Resistor Metal-Clad Primary Fused Switch ( 5KV & 15KV ) Disconnect & Remove Existing Transformer Remove Bushings & Pressurize for Storage

MH/EA +10 30 50 30 30 40% above MH's 30% above MH's

Control Code P-11 Distribution Equipment

(Continued)

Fld. Lbr. Code P-11

BUS DUCT - Three Phase, Non-segregate AMPACITY

800 1200 1600 2000 3000 4000 P-12 Distribution Equipment

600V 0.80 0.90 1.15 1.30 1.90 2.50 (Continued)

MH/LF Bus 5KV 1.20 1.40 1.70 2.00 3.00 4.00

15KV 1.40 1.60 2.00 2.30 3.40 4.60 P-12

Includes all labor cost associated with the handling, setting and testing of the electrical equipment: 5 KV and 600 V switchgear, 5 KV and 600 V motor control centers, motor starters and circuit breakers, local controls (e.g., pushbuttons stations), power distribution panel boards.

Indoor 5 KV METALCLAD SWITCHGEAR 75 MVA-1200 A ACB 250 MVA-1200 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 Swith-1200 A Unfused Switch 1200 A Fused Switch

Control Code P-12 Power And Control Equipment

(Continued)

MANHOURS/EACH Outdoor Walk-In

30 45 60 +10 +20 +20 +20 +40 20 25

40 45 60 +10 +30 +30 +30 +60 25 30

45 55 70 +10 +35 +35 +35 +70 30 35

Fld. Lbr. Code P-12 600 V 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 Generator-ACB and Control

9 11 18 24 30 40 +5 +10 +10

MOTOR CONTROL CENTER - CUBICLE TYPE 2300V MCC 200MVA

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

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

2300V and 4160V MANHOURS/EACH

4160V MCC 400MVA

FULL VOLTAGE NON-REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP FULL VOLTAGE REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP REDUCED VOLTAGE NON-REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 700 A 4500 HP REDUCED VOLTAGE REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP FULL VOLTAGE NON-REVERSING-SYNCHRONOUS 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP

Indoor

Outdoor

Walk-In

25 30 35

25 35 40

35 45 50

35 40 45

35 45 50

45 55 60

40 45 55 60

40 50 60 65

55 65 75 80

50 60 65

50 65 70

65 80 85

35 40

35 45

45 55

700 A 2500 HP 4500 HP REDUCED VOLTAGE NON-REVERSING-SYNCHRONOUS 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP

45

50

60

45 55 60

45 60 65

60 75 80

MANHOURS/EACH Indoor Outdoor Walk-In 600 V MOTOR CONTROL CENTER - CUBICLE TYPE AND PREFABRICARED SWITCHRACK FULL VOLTAGE NON-REVERSING Size 1 1 x 20" Wide 10 HP Max 3 4 5 2 2x 20" Wide 25 HP Max 4 5 6 3 2x 20" Wide 50 HP Max 6 8 10 4 2 1/2 x 20" Wide 100 HP Max 9 12 15 5 3 1/2 x 20" Wide 200 HP Max 16 21 26 6 6x 30" Wide 400 HP Max 22 30 38 FULL VOLTAGE REVERSING Size 1 1 1/2 x 20" Wide 5 7 9 2 1 1/2 x 20" Wide 6 8 10 3 4x 20" Wide 14 19 24 4 4 1/2 x 20" Wide 16 21 26 5 6x 20" Wide 18 24 30 6 6x 40" Wide 30 40 50 REDUCED VOLTAGE NON-REVERSING Size 2 3 1/2 x 20" Wide 14 19 24 3 4x 20" Wide 16 21 26 4 4 1/2 x 20" Wide 18 24 30 5 6x 20" Wide 20 26 32 2 @ 30" 6 12 x Wide 38 50 62 TWO-SPEED FULL VOLTAGE NON-REVERSING Size 1 1 1/2 x 20" Wide 5 7 9 2 2 1/2 x 20" Wide 9 12 15 3 4x 20" Wide 14 19 24 4 4 1/2 x 20" Wide 16 21 26 5 6x 20" Wide 18 24 30 6 6x 30" Wide 22 30 38

Indoor AIR CIRCUIT BREAKERS MOLDED CASE TYPE 100 A 1/2 X 20" Wide 225 A 1 x 20" Wide 400 A 2 x 20" Wide 600 A 2 x 20" Wide 800 A 2 1/2 x 20" Wide 1000 A 2 1/2 x 20" Wide 1200 A 2 1/2 x 20" Wide SWITCHGEAR TYPE 225 A 3 x 20" Wide 600 A 3 x 20" Wide 1600 A 6 x 30" Wide

3 5 8 9 13 14 16

4 6 10 11 16 17 19

5 7 12 13 19 20 22

11 13 30

15 17 40

19 21 50

Local Control

600 V Individual Mounted Combination Starters-FVNR Size 1 2 3 4 5 Combination Starters-FVNR Size 1 2 3 4 5 Circuit Breakers Molded Case Type Frame F 100A J 225A K 400A L 600A M 800A Power Type

MANHOURS/EACH Outdoor Walk-In

MANHOURS/EACH Support Units

Indoor NEMA 1 & WP NEMA 2 3&4

XP NEMA 7&9

2 3 4 6 10

6 8 12 20 30

7 9 15 25 35

8 11 18 30 40

3 4 5 7 11

8 10 15 25 35

9 12 18 30 40

11 15 23 35 50

1 2 2 2 3

5 8 10 12 15

6 9 12 15 18

7 11 15 18 23

AK-15 225A AK-25 600A AK-50 1600A AK-75 3000A AK-100 4000A AL-100 6000A Starter FV Starter FV Push Buttons Weld Receptacle w/ 100A CB Weld Receptacle w/ 225A CB Note: Add support MH's (31 Steel) Equipment Support Fabrication & Erection Unistruct Light Steel

150 250

4 4 5 7 8 10 +1 +60% 1 2 2

10 12 15 30 45 60 +5 +40% 2 6 9

12 15 20 35 50 65 +8 +40% 3 7 10

4 8 12

1 Unit

MH 3.00

MH 3.50

MH 4.00

MH/Ton MH/Ton

Control Code P-13 Emergency and Standby Equipment

Fld. Lbr. Code P-13

Includes all labor costs associated with handling, setting and testing of the following electrical equipment: Emergency generators, static inverters and an interrupted power supply (UPS) system (including batteries and battery charging facilities).

Diesel Generators Size 100-500 KW 550-1000 KW 1100-2000 KW 2100-3000 KW 3100-4000 KW Batteries & Racks Size 40-80 Amp-Hr 100-160 Amp-Hr 200-360 Amp-Hr 400-580 Amp-Hr 600-960 Amp-Hr 1000-1800 Amp-Hr Battery Chargers Sizes 15-30 Amps 35-100 Amps 150-200 Amps 300-400 Amps

MANHOURS/EACH 300 600 900 1200 1400 MANHOURS (per cell) 1.5 2 2.5 3 4 5 MANHOURS/EACH 25 40 50 60

P-14 Lighting Equipment P-14 Includes all labor costs associated with the handling, Installing and testing the following lighting equipment: Transformers and panels, fixtures, switches and receptacles, poles and/or lighting standards with outreach arm for street lighting and area flood lighting. Ecludes pole mounted lighting system transformers, pole mounted light standards (see Control Code P-50). Illuminator for gauge glass (with "J" Acct.). Supports, and building lights if subcontracted.

Transformers 10, 480 V - 120 / 240 V KVA MH/EA WT-LBS 3 6 83 5 7 116 7.5 9 140 10 10 160 15 12 250 25 16 320 37.5 19 430 50 22 600 75 26 750 100 30 1150 167 38 1550

30, 480 V - 208 / 120 V MH/EA WT-LBS 3 6 70 6 8 150 9 10 260 15 12 380 30 17 500 45 21 650 75 26 850 112.5 32 1250 150 36 1500 225 44 2700 300 51 2800

KVA

Panels No. of Circuits

Indoor 4 6 8 12 16 20 24 30 36 42

5 7 9 12 15 18 21 26 31 36

MANHOURS/EACH Weather Explosion Proof Proof In 7 10 9 14 12 18 16 24 20 30 24 36 28 42 35 41 48

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

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 (Dual)

MANHOURS/EACH Recessed WP-VP 1 2 3 4 9 12 4 5 3 4 2 3 8 12 6 10 4 8 3 4 4 6 50 10

XP 3 5 6 6 5 4 14 12 10

Devices Indoor Receptacle (110V) Switch Time Switch or Photo Cell Contactor (Oil Switch) C.C. Transformer (10-25KVA) Ballast (External) Gooseneck Stanchion Pole or Standard Mast Arm Thompson Hanger

MANHOURS/EACH WP-VP 1 1.5 1 1.5 2 3 6 8 10 10 1 2 4 10 5 10 20

XP 2 2 4

3 4

P-15 Other Electrical Equipment P-15 Includes all labor costs associated with the handling, installing and testing of: Fire alarm equipment (central and remote), sound powered phones, signal horns, PBX consoles and outlets, intercoms, paging devices, sirens. P-20 CONDUIT AND CABLE RACEWAYS P-20 P-211 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, ericksons, 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).

P-211 A/G CONDUIT - RIGID METALLIC P-21

Size

(Inch) 1/2 3/4 1 1 1/4 1 1/2 2

X P Hazardous A/G RGS A/G ALUM 0.29 0.22 0.31 0.23 0.34 0.25 0.39 0.28 0.43 0.30 0.54 0.36

MANHOURS/LF V P Semi - Hazardous A/G RGS A/G ALUM 0.26 0.20 0.28 0.21 0.31 0.23 0.35 0.25 0.39 0.27 0.49 0.33

W P Non - Hazardous A/G RGS A/G ALUM 0.23 0.18 0.25 0.19 0.28 0.21 0.32 0.23 0.35 0.24 0.44 0.30

2 1/2 3 3 1/2 4 5 6 1 & Under 1 1/4 - 2 2 1/2 & Over All Sizes Flexible Plastic Coated RGS Conduit and Flexible Metallic Conduit MH of RGS Conduit x 1.20

0.68 0.86 1.08 1.30 1.75 2.20 0.32 0.47 1.26 0.42 0.70

0.44 0.54 0.64 0.76 1.02 1.32 0.24 0.33 0.74 0.30 0.70

0.62 0.78 0.98 1.18 1.59 2.00 0.29 0.43 1.14 0.39 0.45

0.40 0.49 0.58 0.69 0.93 1.20 0.22 0.30 0.67 0.27 0.45

0.56 0.70 0.88 1.06 1.43 1.80 0.26 0.38 1.03 0.34 0.35

0.36 0.44 0.52 0.62 0.84 1.08 0.20 0.26 0.60 0.23 0.35

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

Above manhours include all supports and brackets. "Rack-Bank" MH RGS Conduit x 0.60

Control Code P-212 Install Rigid Metallic Conduit Underground

Fld. Lbr. Code P-22

Inscludes all labor associated with handling and installing rigid metallic conduit into a below grade "Duct Bank" along with its couplings and fittings. Also includes the risers to the grade and the installation of required supports and/or spacers. Excludes the excavation and backfill of the duct bank (Codes S-11 and S-12) and the concrete envelope (Code Q-73). P-212 U/G CONDUIT - RIGID METALLIC P-22

XP Size (Inch) 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6

MANHOURS/LF U/G V P U/G RGS RGS 0.09 0.10 0.11 0.14 0.19 0.25 0.32 0.40 0.57 0.76

0.08 0.09 0.10 0.13 0.17 0.23 0.29 0.36 0.52 0.69

W P U/G RGS 0.07 0.08 0.09 0.12 0.15 0.21 0.26 0.32 0.47 0.62

Size (Inch) 1 & Under 1 1/4 - 2

MANHOURS/LF U/G V P U/G RGS RGS 0.09 0.08 0.13 0.12

2 1/2 & Over

0.39

0.35

0.31

All Sizes

0.12

0.11

0.10

XP

W P U/G RGS 0.07 0.11

Plastic Coated RGS Conduit MH of RGS Conduit x 1.20

Control Code P-23 Non-Metallic Conduit

Fld. Lbr. Code P-23

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 MANHOURS/LF MANHOURS/LF Size (Inch) A/G PVC U/G PVC Size (Inch) A/G PVC U/G PVC 1/2 0.15 1 & Under 0.17 0.05 3/4 0.16 1 1/4 - 2 0.22 0.09 1 0.18 0.05 2 1/2 & Over 0.50 0.24 1 1/4 0.20 0.06 All Sizes 0.21 0.08 1 1/2 0.21 0.07 2 0.25 0.10 2 1/2 0.30 0.13 3 0.36 0.16 3 1/2 0.43 0.20 4 0.51 0.25 5 0.68 0.34 6 0.89 0.45 DUCT - NON - METALLIC - UNDERGROUND - LONG, FEEDER TYPE RUNS MANHOURS/LF

Type I Korduct 0.07 0.08 0.10 0.12 0.15 0.09

Size

(Inch) 2 3 4 5 6 All Sizes

Type II Transite 0.10 0.11 0.14 0.17 0.20 0.12

ABS I Plastic 0.03 0.04 0.05 0.06 0.08 0.04

ABS II Plastic 0.05 0.06 0.07 0.08 0.10 0.06

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

Fld. Lbr. Code 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 costs of flexible conduit and fitting, (see code P211) and terminal and pull boxes (12 inch and larger) (see ControlCode P-29).

CONDUIT - THINWALL METALLIC Non-Hazardous Area Hazardous Area Size (Inch) A/G EMT Size (Inch) A/G EMT 1/2 0.16 1 & Under 0.18 3/4 0.17 1 1/4 - 2 0.26 1 0.19 2 1/2 & Over 0.59 1 1/4 0.21 All Sizes 0.23 1 1/2 0.24 2 0.30 2 1/2 0.39 3 0.50 3 1/2 0.61 4 0.72 5% should be added to the above manhours to cover unistruts and support. Control Code P-25 Cable Trays and Channels

Fld. Lbr. Code P-25

Includes the labor cost associated with the handline 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. Cable tray and Channel - Galvanized Steel, Ladder type with 10 inch support spacing.

Size (Inch) 6 9 12 18 24 36 4 Channel Divider

Tray MH/LF 0.570 0.640 0.700 0.790 0.950 1.420

Cover MH/LF 0.085 0.110 0.130 0.170 0.180 0.210

0.500 0.080

Aluminum Tray FRP Tray

MH of Steel Tray x 0.85 MH of Metal Tray x 1.30

The above rates include manhours to cover unistruts and supports. P-29 Installation Materials (Large Boxes) Includes the labor cost for terminal boxes, O/H Pull Boxes, Junction Boxes (12 inch and larger), for conduit, lighting transformers, panels, terminal boxes, pull boxes, local control stations and other electrical devices.

TERMINAL BOX/PULL BOXES - Surface Mounting MANHOURS/EA size (Inch) NEMA 1 NEMA 4 NEMA 7 6x6x4 1.5 2.5 4.8 16 x 16 x 8 3.5 7.5 16.2 24 x 74 x 8 or larger 8 19.2 32 This account will be estimated at 5% of account P211, P24 and P25 if box quantities are not available. Control Code P-30 WIRE AND CABLE

Fld. Lbr. Code

P-31 600V AND 1000V wire and cable (Excluding Connections) P-31 Inscludes the labor cost for handling and installing all 1000V and under wire and cable for power and control circuits and lighting circuits, including direct burial cable and ground wire whwn pulled in raceway system. Connections are included with code P-34. Manhour 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 MANHOURS/LF MANHOURS/LF size (Inch) 1/C 3/C size (Inch) 1/C 3/C 14 0.010 0.250 3/0 0.043 0.093 12 0.011 0.028 4/0 0.049 0.110 10 0.012 0.031 250 0.055 0.120 8 0.014 0.031 300 0.010 0.130 6 0.017 0.042 350 0.067 0.145 4 0.021 0.049 400 0.073 0.160 2 0.025 0.058 500 0.083 0.180 1 0.029 0.064 600 0.095 0.200 1/0 0.033 0.073 750 0.110 0.230 2/0 0.038 0.082 1000 0.140 0.300 CONTROL - 14 RUBBER INSULATED NEOPRENE JACKET-INSTALLED IN CONDUIT AND TRAY size (Inch) MH/LF size (Inch) MH/LF size (Inch) MH/LF 1/C 0.010 5/C 0.034 18/C 0.060 2/C 0.025 7/C 0.037 24/C 0.070 3/C 0.028 9/C 0.045 36/C 0.080 4/C 0.031 12/C 0.050 48/C 0.090 Lighting - 600V 1/C 12 and 10 - .02 MH.LF - (Includes Connections) Direct Burial - MH of Insulated Jacketed Cable x .70

POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY MANHOURS/LF MANHOURS/LF size (Inch) 3/C size (Inch) 3/C 14 0.055 3/C 0.150 12 0.060 4/C 0.160 10 0.065 250 0.170 8 0.070 300 0.180 6 0.075 350 0.185 4 0.090 400 0.190 2 0.100 500 0.200 1 0.110 600 0.210 1/C 0.120 750 0.240 2/C 0.130 1000 0.310 POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY size (Inch)

MANHOURS / LF

2/C 3/C 4/C

0.050 0.055 0.060

size (Inch) 5/C 7/C 9/C 12/C

MANHOURS / LF

0.070 0.090 0.130 0.150

size (Inch) 18/C 24/C 36/C 48/C

PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10 Direct Burial Cable-MH of Interlocked Armor x 0.70

MANHOURS / LF

0.180 0.210 0.240 0.270

Control Code P-32 5KV 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. Manhour 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 MANHOURS/LF size (Inch) 5 KV Non-Shielded 5 KV Shielded 15 KV Shielded 1/C 3/C 1/C 3/C 1/C 3/C 8 0.023 0.048 0.030 0.048 6 0.026 0.063 0.036 0.063 4 0.030 0.067 0.041 0.067 2 0.034 0.076 0.045 0.076 0.064 0.110 1 0.037 0.080 0.048 0.080 0.066 0.120 1/0 0.042 0.090 0.053 0.090 0.072 0.130 2/0 0.047 0.100 0.058 0.100 0.079 0.140 3/0 0.052 0.115 0.066 0.115 0.085 0.150 4/0 0.058 0.130 0.073 0.130 0.093 0.170 250 0.065 0.140 0.078 0.140 0.100 0.170 300 0.071 0.150 0.085 0.150 0.105 0.180 350 0.077 0.165 0.092 0.165 0.110 0.200 400 0.083 0.180 0.098 0.180 0.120 0.220 500 0.095 0.200 0.110 0.200 0.130 0.250 600 0.105 0.220 0.120 0.220 0.140 0.270 750 0.120 0.250 0.140 0.250 0.170 0.300 1000 0.150 0.320 0.170 0.320 0.200 0.370 Direct Burial Cable-MH of Insulated/Jacketed x 0.70 Distribution ( 1000' ) Runs-MH of Insulated/Jacketed x 0.70 Ground Wire - MH of 600X Wire. POWER - INSULATEDSTEEL/ALUMINUM INTERLOCKED ARMOR-INSTALLED IN TRAY MANHOURS/LF size (Inch) 8 6 4 2 1 1/0 2/0 3/0 4/0 250 300 350 400 500 600 750 1000

5KV 3/C 0.085 0.100 0.110 0.125 0.135 0.140 0.150 0.160 0.170 0.180 0.190 0.195 0.200 0.210 0.230 0.260 0.330

15KV 3/C 0.120 0.140 0.150 0.160 0.165 0.170 0.175 0.180 0.185 0.190 0.200 0.220 0.240 0.260 0.280 0.310 0.380

PVC Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10 Direct Burial Cable-MH of Interlocked Armor x 0.70 Distribution ( 1000' ) Runs-MH of Interlocked Armor x 0.70

Control Code P-33 Electronic and Thermocouple Wire and Cable (Excluding Connections)

Fld. Lbr. Code P-33

Includes labor costs for handling and installing single pair wire and multi-pair cable for electronic signal transmission systems associated with instrumentation and communication circuits and thermocouple wire associated with remote reading and controlling temperature devices. Includes the use of installation materials.

THERMOCOUPLE AND ELECTRONIC INSULATED/SHIELDED/JACKETED - INSTALLED IN CONDUIT OR TRAY MANHOURS / LF

1 Pr 4 Pr 6 Pr 8 Pr 10 Pr 12 Pr 16 Pr 20 Pr 24 Pr 36 Pr 50 Pr

0.020 0.030 0.035 0.040 0.045 0.050 0.060 0.070 0.080 0.100 0.120

MANHOURS / LF

(3/C) 1 Triple 4 Triples 12 Triples 16 Triples 36Triples

0.025 0.035 0.065 0.080 0.130

INSULATED - STEEL/ALUMINUM INTERLOCKED ARMOR-INSTALLED IN TRAY MANHOURS / LF

1 Pr 4 Pr 6 Pr 8 Pr 10 Pr 12 Pr 16 Pr 20 Pr 24 Pr 36 Pr 50 Pr

0.050 0.055 0.060 0.070 0.080 0.100 0.120 0.140 0.170 0.200

MANHOURS / LF

(3/C) 1 Triple 4 Triples 12 Triples 16 Triples 36Triples

0.055 0.110 0.140 0.210

PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10

Control Code P-34 Connections - 600V and 1000V Wire and Cable

Fld. Lbr. Code P-34

Includes the labor to connect 600V and 1000V wire or cable associated with power, control and lighting circuits to their terminals, attaching markers and lugs, splicing (if required), installing cable glands and the ringout of each conductor. Excludes connections for overhead (e.g., pole line) distribution.

MANHOURS/EA Insulated/Jacketed Type 1/C Wire Lug M/C Cable Gland M/C Power Splice M/C Control Splice

0.35 2 4 5

Interlocked Armor Type 3/C Power (Gland and Lugs) M/C Control (Gland and Lugs) 3/C Power Splice M/C Control Splice

3 4 6 7

Control Code P-35 Connections - 5 KV and Over Wire and Cable

Fld. Lbr. Code P-35

Includes the labor to connect all wire and cables 5 KV and over circuits to their terminals,attaching markers and lugs, splicing (if required), installing cable glands, potheads, and stress cones, and the ringout of each conductor. Excludes connections for overhead (e.g., pole line) distribution

Insulated/Jacketed Type MANHOURS/EA

5KV

1/ C

Non-Shield Lug

1/ C

Shield Stress Cone-Indr.

MANHOURS/EA

1.3 15KV

3

1/C

Shield Stress Cone-Indr.

5

1/C

Shield Stress Cone-Outdr.

7

1/ C 1/ C 3/C 3/C 1/C

1/C

Shield Stress Cone-Outdr. Pothead Pothead Cable Gland Non-Shield Splice

5 3 6

1/C 3/C 3/C

Pothead Pothead Cable Gland

4 8 4

3

1/C

Shield Splice

10

4

3/C

Shield Splice

28

3/C

Shield Splice Non-Shield Splice

10

3/C

Shield Splice

18

1/ C

7

Shield Stress Cone-

Shield Stress Cone-

1/C

3

Premolded

2

Premolded

Interlocked Armor Type MANHOURS/EA

5KV

3/ C

Non-Shielded (Gland & Lugs)

3/ C

Shielded (Gland & Stress Cones)

3/ C 3/ C

MANHOURS/EA

3/ C

Shielded (Gland & Stress Cones)

13

9

3/ C

Shielded (Pothead & Stress Cones)

17

12

3/ C

Shielded Splice

20

6 15KV

Shielded (Pothead & Stress Cones) Shielded Splice

14

Control Code P-36 Connections - Electronic and Thermocouple Wire and Cable

Fld. Lbr. Code P-36

Includes the labor to connect all electronic signal transmissions and the thermocouple wire and cable to their terminals, attaching markers and lugs, splicing (if required), installing cable glands and the ringout of each conductor.

Insulated Type 1/C Wire Terminal 1/C Shield Terminal M/C Cable Gland P-39 Wire and Cable Installation Materials

MH/EA 0.35 0.35 2.00

1/C M/C

Interlocked Armor Type Wire Terminal Cable Gland

Includes the labor cost for pre-fab concrete pull boxes for underground wire and cable system. P-40 ELECTRICAL SYSTEMS P-41 Grounding P-41 Includes the labor cost of handling and installing all items associated with electric grounding system such as: Wire and cable,cadwell and clamp connections, ground rods, ground wells, copper ground plates, lightning rods and arrestors. Excludes Earthwork.

GROUNDING SYSTEM - .20 MH/LF COMPLETE P-42 Cathodic Protection P-42 Includes the labor costs for handling and installing all items associated with a cathodic protection system such as: Anodes, rectifiers, wire and cable, etc. P-43 Electric Heat Tracing P-43 Includes the labor cost to handle and install items associated

MH/EA 0.35 3.00

with an electric heat tracing system such as: the heat tracer wire, heat conducting mastic, tracer wire banding, controls thermostats, power/splice junction boxes, tapes, end seals, and system test and checking. Excludes transformers and power distribution panels (Code P-14), conduits from distribution panels to terminal box (Code P-21) and the terminal box (Code P-29), wire from the panel to the terminal box (Code P-31) and all connections (P-34).

MANHOUR/LF 0.05 MANHOUR/EA 3.00 1.50 0.50 0.20

Auto-Tracer, self limiting Thermostat assembly Power/Splice Junction Boxes End Seal Tape P-50 Overhead (Pole Line) Distribution

P-50 Includes the subcontract and labor cost for handling and installing all items associated with overhead distribution system such as: Towers, poles, street lighting fixtures attached to poles, cross arms, pole line hardware, guy wire and guy anchors, pole mounted transformers, disconnect switches, lightning arrestors, pots and aerial wire or cable. Excludes street lighting fixtures (Code P-14) and the labor cost of non-aerial wire or cable (Code P-31 or P-32). P-80 Overhead (Pole Line) Distribution 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) 5KV & 15KV - 1/C

MH/EA 5.00

Electrical Motors MH/EA 600V 8.00 5KV 40.00 15KV 300.00 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 P-50 That portion of the scaffolding manhours (Y10) attributable to electrical may be estimated at: 4% of total P manhours

"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. Tank pads and ring walls including sand, mastic oil, rock , etc. Cone or other cover for concrete trenches. Saw filer labor included with form charges. Temporary ramps for concrete truck and buggies. Concrete structures. Concrete pipe stanchions. Concrete electrical envelope. Concrete paving. Manholes - electrical or sewers.

Excludes Construction of fabricating bays/shops. Grouting.

Earth work for under ground piping, sewers and electrical work. welding rod. Earth 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-01 Fabricate Rebar (Labour Only)

10

MH/TON

Q-01

0.1

MH/SF

Q-02

1

MHRS/CY

Q-11

2

MHRS/CY

Q-12

Includes

all labour associated with on - site fabrication of reinforcing steel to be incorporated into permanent plant concrete pours.Includes the delivery of the material to the fabricaion shop/ area, the bending, cutting and assembly thereof and delivery of the material to a storage area , after assembly Excludes

labour to deliver rebar from storage area to point of installation which labour is included in the appropriate installation codes (see below) Q-02 Fabricated Forms (Labour Only) Includes

All labour 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 form work and delivery thereof to a storage area Excludes

Labour to deliver formwork from storage area to point of installation which labour is included in the appropriate installation codes (see below) FURNISHED AND PLACE CONCRETE Q-11 Place Foundations Concrete for Permanent Plant Equipment,Structures and Pipeways Includes

All labour 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 Includes

All labour associated with the Pouring and finishing of colums ,beams and elevated slabs within a concrete structure and the columns and beams of cast in place concrete pipeways. Includes to provide weather protection and temporary ramps for access to form work .(Note : these items are normally shown on "M" drawings.) Q-13 Place Building Substructure Concrete Includes

1

MHRS/CY

Q-13

All labour 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 form work Excludes

Placing of seal slabs.(see Q-17) Q-14 Place Building Superstructure Concrete Includes

2

MHRS/CY

Q-14

20

MHR/TON

Q-21

10

MHR/TON

Q-22

20

MHR/TON

Q-23

All labour associated with the placing ,patching,sacking and finishing of columns,beams and elevated slabs of buildings. Included labour to provide weather protection and temporary ramps f or access to form work Q-16 Precast concrete items 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 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 Q7X for the labor for this quantity).

"Q" - CONCRETE

FURNISH AND PLACE REINFORCING STEEL Q-21 Place Foundation Rebar 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 cassions. Q-22 Place Structural Rebar 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 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 ,labs for building substructure concrete.

Q-24 Place Building Superstructure Rebar -24 "Q" - CONCRETE

Same as Q-23 except applies to the column, beams, elevated walls and floors of buildings normally shown on "R"drawings.

10

MHR/TON

Q-24

MH/SF

Q-31

Q-26 Rebar for Other Concrete Work 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 Includes the installed quantity only of rebar for "Other Concrete Work". See control code Q-17 for listings of items in this category. FURNISH FORMING, PLACE FORMING, ANCHOR BOLTS, EMBEDDED METAL Q-31 Place and Strip Foundation Forms MH/SF 5-31 0.2 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.

"Q" - CONCRETE

Q-32 Place and Strip Structural Forms 0.25

MH/SF

0.2

MH/SF

Q-33

0.6

MH/SF

Q-34

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 0.20 F 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. Q-34 Place and Strip Building SuperstructureForms Includes all labor associated with form work and embedded metal for columns, beams and elevated slabs of buildings. Includes the delivery of prefabricated forms from a storage area, setting them is place, placing and aligning anchor bolts and embedded metal, placing screeds for slabs and stripping, cleaning and oiling forms for reuse. Q-36 Formwork - Precast Concrete Items Includes the 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 Formwork for Other Concrete Work 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 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). PRECAST CONCRETE ITEMS, Q-61 Place Concrete 1.5

MHR/CY

Q-61

10

MHRS/TON

Q-62

0.18

MH/SF

Q-63

Columns & Beams

10

MHRS/CY

Bents

5

MHRS/CY

0.1

MHR/SF

0.14

MHR/SF

Includes all labor associated with the Pouring, finishing and delivering the set up concrete to a curing area and curing operations while in said area. Q-62 Rebar for Precast Concrete 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 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 secure anchor bolts and other embedded metal. Q-67

Q-69 Place Precast Structural Concrete Items Includes labor to deliver all precast structural 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.

Q-69

Excludes placing of precast manholes and catch basins (with code S-32).

OTHER CONCRETE WORK Q-71 Place Concrete Paving 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.

4"-6"8''-10" -

Excludes grade slabs within buildings which are with control codes Q*3 as appropriate.

"Q" - CONCRETE

Q-72 Miscellaneous Cast in Place Concrete- 15 MHR/CY Includes all labor associated with the forming, placing of rebar and embedded metal, and pouring and finishing of miscellaneous cast-in-place concrete

12" wall 8" wall -

15

MHR/CY

20

MHR/CY

Q-71

items such as manholes and catch basins, curbs and gutters, concrete trenches, pipe sleepers, etc. Q-73 Place U/G Electrical Conduit Envelope 4

MHR/CY

Q-73

5

MHR/CY

Q-74

15

MHR/CY

Q-75

Includes all labor associated with the formwork, rebar and pouring of concrete for conduit envelopes. Q-74 Place Seal Slabs Includes all labor associated with the placing of concrete seal slabs. Q-75 Place All Other Concrete 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-90 Furnish Shims and Grout 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.

Concrete Work (Alternate "Overall" Technique) Forms - Fabricate, Place, Remove (Incl. Embeds) Rebar - Fabricate and Install Concrete - Pour, Finish, Patch Composite Standards: Process Area Average (15 SF + .075 T) Equipment Foundations Mass Slabs (Several Feet thick) (4 SF + .1 T) Cooling Tower Basins, Excl. Pump Pit Tank Ringwalls (8 SF + 0 .03 T) Trenches, Pits, Boxes, etc. - 12" Wall 8" Wall Concrete Electrical Envelope . (Allow 0.02 CY/LF U/G Conduit) Concrete Paving 4" to 6" 8" to 10" Concrete Anchors, Thrust Blocks

Concrete Pipe Stanchions Precast beams and columns - Precast Erect Precast as whole bents Precast Erect Cast in place

Concrete Structures Formwork Rebar - Fabricate and Install Concrete Work Embedded Metal R&C Average (22 SF + 0.15 TON + 11 LB) 22.00

"S" - SITE WORK GENERAL Includes clearing, grubbing, grading, fencing, signs, railroads, roads, walks, parking areas, landscaping, paving, sewers and drainage systems. Includes Sewer pipe, fittings, cleanouts, jointing materials, testing, etc.

"Q" - CONCRETE 0.30

MH/SF

20.00

MH/TON

1.00

MH/CY

7.00

MH/CY

10.00

MH/CY

4.00

MH/CY

8.00

MH/CY

4.00

MH/CY

15.00

MH/CY

20.00

MH/CY

4.00

MH/CY

0.10

MH/SF

0.14

MH/SF

25.00

MH/CY

20.00

MH/CY

10.00

MH/CY

10.00

MH/CY

5.00

MY/CY

35.00

MY/CY

0.70

MH/SF

18.00

MH/TON

2.40

MH/CY

0.13

MH/LB

22.00

MH/CY

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. Plumbing within building. Painting. Pits, sumps, basins, valve boxes. Temporary railroads, walk roads, fencing parking lot drainage. Dike stiles

S-01 Clearing and Grubbing 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.

15.00 25.00

MH/ACRE MH/ACRE

0.10 0.10

MH/CY MH/CY

Farm Land Wooded

S-02 Stripping and Rough Grading S-02 Includes the subcontract and/or labor cost associated with the stripping, and rough grading of the construction site. Includes the cut and fill operation required to bring the site to design elevation including disposal of excess cut materials, the cost of imported fill material and the compaction thereof. Essentially includes all operations performed by a large "belly-opening" scraper working unassisted.

Excavation & Disposal Backfill

Excludes the excavation and backfill operations for specific items such as foundation, tank dikes, underground system. Surface drainage ditches unless incorporated into the site grading S-03 Dewatering S-03 Includes all dewatering operations (well points, etc.) for general drain age of the site as well as specific dewatering operations.

Estimated on an Individual Basis.

S-11 Excavation S-11 Includes the subcontract and/or labor cost for all excavation operations following rough 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 Long Runs

1.50 0.75

MH/CY MH/CY

1.50

MH/CY

0.50 0.90

MH/CY MH/CY

Excavated Backfill

0.20 0.40

MH/CY MH/CY

Excavated Backfill

5.00 1.00

MH/CY MH/CY

Underground Conduit (Allow 0.04 CY/LF U/G Conduit) For small excavations (Foundations that are individually excavated) using backhoes and the like, with some hand digging. Excavation and Disposal Backfill & Compaction For large bulk or mas excavation performed by earthmoving equipment such as dozers, scrapers and clamshells. Work include open pits, lagoons but not activities similar to rough grading. Excavation and Disposal Backfill and Compaction Removal of rock or concrete by blasting or chipping Chipping Blasting S-12 Backfill S-12 Includes the subcontract and/or labor see S-11 for unit rates. cost associated with backfilling the excavations of control Code S-11. Excludes 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 cost to furnish and place bearing and/or uplift piling. Also includes the drilling and lining of caissons. Excludes forms, rebar and concrete for pile caps and the placing of rebar and concrete in caisson excavation. These cost are included with the appropriate control codes in the "Q" account. Wood Pile Drilled Caissons incl. Concrete Fill Steel or Concrete Piles Wood Sheet Piles - Install & Remove Steel Sheet Piles - Install Piles Install Wales (Steel Bracing) Remove Wales Remove Piles

5.00 3.00 16.00 0.20 0.20 20.00 5.00 0.10

MH/EA MY/CY MH/EA MH/SF MH/SF MH/TON MH/TON MH/SF

S-31 Sewer and Drainage System S-31 Includes all costs associated with the furnishing and installation of sewer and drainage piping regardless of materials of construction (e.g., cast iron, vitrified clay, concrete pipe, carbon steel pipe, corrugated metal pipe, etc.). Pertains to system normally shown on "S" drawings. Cast Iron Sewer Pipe

Non-Metallic Pipe Corrugated Metal Pipe

to 10" 12" to 24" over 24" to 12"

0.50

MH/LF

15" to 30" 36" to 48" 54" to 72" over 72"

0.75 1.00 1.50 2.00

MH/LF MH/LF MH/LF MH/LF

Carbon Steel Pipe - Use Standards in "L" Account S-32 Precast Manholes and Catch Basins 40 MH/EA Includes the material cost of manufactured components associated with manholes and catch basins in sewer and drainage system 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).

60.00 20.00 10.00

S-32 MH/EA MH/EA MH/EA

Manholes Catchbasins Cleanouts

S-41 Fine Grading (Hand) on Plot (Mach) off Plot

0.030 0.003

MH/SF MH/SF

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 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. Rock or Shell Paving 2" to 4" (Hand) (ON Plot) 0.02 MH/SF (Mach OFF Plot) 0.002 MM/SF 6" to 8" (Hand) (ON Plot) 0.03 MH/SF (Mach OFF Plot) 0.003 MH/SF Sand Tank Pads (Hand) (ON Plot) 0.10 MH/SF (Mach OFF Plot) 0.001 S-43 Asphalt Paving Small are as 2" topping 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.

0.05

MH/SF

S-43

0.03

MH/CY

S-51

0.15

MH/LF

S-52

1.20

MH/LF

S-53

Note: Estimate base for A/C paving separately. S-51 Dikes 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 cost 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 cost to install railroad trackage including ballast, ties, turnouts, and stops.

Excludes earthwork and rough grading required to be done before placing of ballast. (With S-02) S-59 Landscaping Includes the subcontract, material and labor costs associated with landscaping operations.

To be estimated on an individual basis.

S-59

To be estimated on an individual basis.

S-8*

S-8* Miscellaneous Sitework 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.)

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

Fld. Lbr. Code Y-10

Includes the labor only associated with the erection, moving and dismantling of all scaffolding required for direct labor operations. Scaffolding manhours will be estimated with each letter account (see Standards for "J", "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 Manhours 7% of "L" A/C Manhours 1% of "M" A/C Manhours 0% (Included in "N" rates) 4% of "P" A/C Manhours 0% of "Q" A/C Manhours 0% (included in "R" rates) 0% of "S" A/C Manhours

Y-20 Temporary Electrical Facilities

Y-20

Includes the labor only for the repair, relocation and maintenance or temporary power facilities after initial installation within Direct Plant construction areas. Excludes initial installation associated with temporary electrical facilities (with code 150). These manhours are initially estimated in the field distributables. The major portion of the manhours 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 be 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 manhours are initially estimated in the field distributables. The major portion of the manhours are then budgeted to the appropriate area.

Description roadway gravel 12" water line w/ fittings 8" water line w/ fittings 12" gate valve

Unit Measure CY. LF. LF. EA.

Amount ($) 10.80 20.10 14.95 695.00

8" gate valve hydrant w/ valve water service excluding meter 18" curb & gutter sidewalk driveway asphalt incl. crushed rock 48" manhole sanitary 8" pvc side sewer 4" pvc side sewer 48" cb type 2 48" cb type 1 21" sanitary 24" pvc storm 18" pvc storm 15" pvc storm 12" pvc storm 10" pvc storm 8" pvc storm 6" pvc storm

EA. EA. EA. LF. S.Y. S.Y. S.Y. EA. LF. LF. LF. LF. LF. LF. LF. LF. LF. LF. LF. LF.

400.00 1,490.00 350.00 6.00 14.00-12.50 17.95 0.80 1,250.00 15.00-13.00 9.00-7.00 1,200.00-1,000.00 500.00 20.00-25.00 40.00 34.00 29.00 13.00-15.00 11.00 9.25 8.00

ATTACHMENT B SUMMARY OF PROPOSED CHANGES TO BPI MANHOUR STANDARDS JULY 1984 GENERAL References to cost codes for material costs have been deleted throughout the manhour standards, because they were in conflict with the cost code definitions in the "Project Cost Control Code of Accounts" procedure 302 issued May 1978. These definitions are more up to date and consistent with current practice. The Project Cost Control Code of Account will be included in the Estimating Reference in the next issue. Scaffolding standards have been included for the first time. EQUIPMENT Minor revisions have been made to small vessels and pumps up to 600 HP. We are still reviewing potential changes to air coolers and compressors. INSTRUMENTS Different type of flow switches, displacement level instruments and differential pressure gauges have been "broken out" from the previous averages. Other changes are very minor and we have resisted the temptation to change because we have had good success with the account. PIPING Multipliers (on the C.S. Rates) for: Alloy Field Fabrication (normally a small item) have been increased by around 30% based on similar shop rates from Shop Fabricators Alloy Pipe Installation (normally a significant item) have been increased by around 5% based on Field Welds. Small bore piping rates for Fabrication and erection are now based on size and not method of fabrication. This increases small Bore Fab + Install Standard Rates from around 0.6 to 0.9 MH/LF, which is close to actual practice in both Houston and San Francisco. We have included a new (low) rate for installing 2" rack piping and we will be using account L11 in future to track rack pipe 2" and larger. Rates have been included for pre-insulated piping (unitherm, etc.) and different stress relieving techniques. We estimate that the changes above may have increased our

piping standards by 5% overall excluding the small-bore piping changes. STRUCTURAL STEEL Minor changes of little significance. INSULATION/FIREPROOFING Piping insulation rates have been increased by a factor of around 1.75 because we have discovered the previous standards excluded the installation of the jacket. Standard for cryogenic insulation have been added. Fireproofing standards are unchanged ELECTRICAL Definition for U/G PVC conduit installation have been improved, based on jobsite feedback. Account P29 has been made a labor account exclusively for the installation of large electrical boxes. We are expecting our estimators to interpret these standards strictly, and to show any allowances they have added as a "bottom-line" entry so that it can be reviewed easily. CONCRETE The rates for foundation concrete/rebar placing and formwork have been revised as follows Q11 Place Concrete Q21 Place Rebar Q02 Fabricate Forms Q31 Place/Strip Forms Overall Rate (1CY + 15SF + 0.075T) 6.4 / 7.0MH/CY

OLD

NEW

UNIT

1.50 15.00 0.10 0.15

1.00 20.00 0.10 0.20

MH/CY MH/TON MH/SF MH/SF

Rates for Superstructure and Building concrete have been revised accordingly. The increase in rates in this account is balanced by a decrease in the "S" account. BUILDINGS Minor changes of little significance. SITEWORK Description of earthmoving operations have been revised to ensure that the (low) rough grading rate is used wherever appropriate. Rates for mass excavation/backfill have ben revised as follows: OLD

NEW

UNIT

S11 Excavation S12 Backfill

0.50 0.25

0.20 0.40

Overall Rate (1CY Ex +0.8 CY B/F) 0.70/0.52 MH/CY Excavation This reduction of around 25% in excavation/backfill counterbalances the concrete increase and is closer to actual experience.

MH/CY MH/CY

"C" - COLUMNS AND PRESSURE VESSELS Erect Shop Fabricated Pressure Vessels Control Code C-11

Fld. Lbr. Code E-10

Erect Shop Fabricated Pressure Vessels Columns, Reactors and Other Vertical Vessels Erection Weight 100' Max 150' Max Over 150'

Horizontal Vessels

(Tons)(*)

Height

Height

Overall

Incl Exchanger Shells

To 5

35

35

35

30

10

50

50

50

30

20

100

100

100

40

30

150

150

150

60

40

200

200

200

80

50

250

250

250

100

60

300

300

300

120

70

350

350

350

140

80

400

400

400

160

90

400

450

450

180

100

400

500

500

200

120

400

600

600

200

140

400

700

700

200

160

400

800

800

200

180

400

800

900

200

200

400

800

1,000

200

Over 200

400

800

1,000

200

*Erection weight must include weight of any internals or externalattachments installed prior to lift. C-18 Rigging manhours to be added to above when gin poles or derricksare used: Unload, assemble, erect and dismantle including deadmen,guys, load lines, hoists, etc. 150 Ton Poles 300 Ton Poles 600 Ton Poles 150 Ton guy derrick

700 2000 3000 3000

MH MH MH MH

Shift poles between lifts without dismantling 150 Ton Poles 200 MH/Move 300 or 600 Ton Poles 500 MH/Move Control Code C-11 Erect Field Fabricated Pressure Vessels Carbon Steel Shell Alloy or Alloy Clad Shell

C-16

Install Pressure Vessel Internals Fld. Internal Piping Trays - Bubble Cap Valve (Flexitray, Ballast, Grid) Sieve Mist Eliminator Pads Refractory Lining: Welded Studs or Clips Castable Lining - to 2" - to 3" Hexsteel

Fld. Lbr. Code E-10 60 100

MH/TON MH/TON

100 0.8 0.5 0.4 0.8

MH/TON MH/SF MH/SF MH/SF MH/SF

0.2 0.2 0.3 0.3

MH/SF MH/SF MH/SF MH/SF

Fld. Lbr. Code E-10

Scaffolding inside vessel, if required Inert Packing (Rings, saddles, balls, etc.) Catalysts Glitch Grid * Minimum 25 hours per packed vessel

0.2 0.2 0.2 0.4

MH/SF MH/CF MH/CF MH/CF

Field Welding FIELD MH/LF FOR C.S. BUTT WELDS Plate Flat Plate Vessel Seam Vessel Seam Thickness in Horizontal in Horizontal in Vertical (inches) Plane Plane Plane

Overhead Welds

0.25

0.9

1

1.1

1.5

0.375

1.35

1.5

1.7

2.25

0.5

1.55

1.7

1.95

2.6

0.625

1.75

1.95

2.2

2.9

0.75

2.1

2.3

2.6

3.5

0.875

2.2

2.4

2.8

3.7

1

2.3

2.6

2.9

3.8

1.5

3.1

3.4

3.9

5.2

2

4

4.5

5

6.7

2.5

5.9

6.5

7.4

9.9

3

8.4

9.3

10.5

14

4 14.8 Modifications to above unit manhours:

16.5

18.5

24.8

For alloy materials or clad plats-multiply by 2. Preheating (where required) for C.S. or alloy materials - multiply C.S. Buttweld manhours by 0.33 Local stress relief - Multiply C.S. Buttweld manhours by 1.50 Radiographic inspection - to 1" plate allow 1.0 MH/LF Radiographic inspection - over 1" plate allow 1.5 MH/LF Flame cutting C.S. plate - multiply C.S. Buttweld manhours by 0.30 Alloy plate - multiply C.S. Buttweld manhours by 0.60 Example: 1" Seam weld by 10 -diam 5 CR vessel prior to lift. Weld requires beveling (both edges) preheat, postheat, xray. Flame cutting 31.4 LF x 2 at x 2.9 x 0.60 109 Preheat 31.4 LF x 2.9 x 0.33 30 Buttweld 31.4 LF x 2.9 x 2 182 Local Stress Relief 31.4 LF x 2.9 x 1.50 137 Radiographic inspection 31.4 LF x 1.0 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 o Field assembling and welding o Stress relieving and radiographing. (Radiography normally subcontracted) o Vessel dryout including oven. o 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.

o Scaffolding labor required for field assembly of columns/vessels. o Vessel davits. o Vessel insulation rings and platform clips. (Normally welded in shop) o Trays, rachig rings, pea gravel and other internals or packing. o Catalyst storage hoppers/bins. o Interior vessel refractory and insulation. (Normally subcontracted) o Testing and inspection. o Plumbing, shimming and grouting of columns/ve3sels. o Installation of Catalysts and Chemicals. (Normally by client)

Excludes o Equipment rentals other than subcontract. o Scaffolding for external painting or insulation of vessels. o Platforms, ladders or handrails. o Catalyst handling equipment. o Fireproofing studs if field installed. o Tankage, spheres and spheroids. o Painting and external insulation. o Foundations. o Exterior fireproofing mesh, brick, gunite, etc. o Instruments except where purchased with vessel. o Material cost of water for testing. (Include in Account 73.40:Purchased Utilities)

"D" - TANKS Control Code

Fld. Lbr. Code D-20

Erect Shop Fabricated Tanks D-20 Allow minimum

2

MH/Ton

20

MH/Tank

Erect Field Fabricated Tanks (Almost always subcontracted) Atmospheric Tanks - Floating Roof, Cone Roof, Dome Roof, Open Roof Spheres Refrigerated Atmospheric Tanks (LNG, NH3, Etc.

Allow

10.00

MH/Ton

Allow Allow

25.00 0.20

MH/Ton MH/BBL

Including insulation, refrigeration equipment, controls, and excluding foundation, piping and electrical connections. Note:

8.4 BBL 13.3 BBL 5.7 BBL

Includes atmospheric tanks, spheres and spheroids including appurtenances. Includes o Field assembling and welding. (Normally subcontracted) o Stress relieving and radiographing. (Radiography normally subcontracted) o Alterations of crane booms, etc. for lifts. o Scaffolding labor required for field assembly of tanks. o Davits. o Insulation rings. o Internal linings or painting such as rubber, bitumastic, cement, coal-tar enamel, etc. o Testing and inspection. o Plumbing, shimming and grouting. Excludes o Equipment rentals other than subcontracts. o Scaffolding for external insulation or painting. o Platforms, ladders and handrails unless furnished with tank. (Normally are supplied with tanks) o Instruments unless furnished with tanks. o Heaters of mixers unless furnished with tank. o Tank drains (see "S") unless furnished with tank. o Painting and external insulation o Foundations including ring walls, sand/rock pads, piles. o Dikes. o Cost of test water. o Tank gauging system. . o Concrete tanks, sumps or basins.

"E" - EXCHANGERS E-31

Control Code

Fld. Lbr. Code E-30

Shell and Tube Exchangers

Erection of 1 shell Minimum 20 MHS/Shell Maximum 200 MHS/Shell

Allow

2

MH/Ton

Allow

5

MH/Section

Allow

10

MH/Ton

Allow Plus Allow Plus

15

MH/Ton

50

MH/Fan

If weight is not available, estimate at 8 lbs/SF. (Example:4,000 SF shell, 16 tons, 32 MHS) . Double Pipe Exchangers (also called fintubes or U-tubes)

Air Coolers Completely shop assembled including shop installations of fans and drivers Partially shop assembled into half-sections with fans and drivers shipped loose Completely field assembled E-32

20

MH/Ton

50

MH/Fan

Winterized Air Coolers or "Combinaires" - Use above manhours. Added weight of these units will generate sufficient added manhours. Note :

If weights are not available, estimate as follows:

Regular Air Coolers - Allow 0.8 LB/ESF (ESF = Extended square&feet of heat transfer area) Winterized Air Coolers or "Combinaires" If number of fans is not available, estimate at 1 Fan per

Allow

Allow

Cooling Towers (Generally subcontracted) Tank Heaters Bayonet type - estimate installation as a shell and tube exchanger E-33

Pipe Coils - Allow for installation of 20 MH/Ton plus any necessary Butt Welds at 1 MH/Diameter-inch.

Box Cooler Completely Shop Assembled CE-34

Partially Shop Assembled Assembles Steel Shell Place and Connect Coils Concrete Lining, if required

Allow

20.00

MH/Ton

50.00

MH/Ton

25.00

MH/Ton

0.20

MH/SF

Includes non-fired heat transfer equipment such as tubular exchangers, condensers, deareators, reboilers, box coolers, fin-fan air coolersand cooling towers. Includes o Spare gaskets and test jibs. o Tank heaters unless furnished with tank. o Cooling tower fans and fan drivers. o Exchanger stacking spacers. o Vacuum equipment furnished with condenser. o Alteration of crane booms, etc. for lifts. o Testing and inspection. o Plumbing, shimming and grouting. Excludes o Cooling tower basin, electrical hookup, pumps, chemical treatment facilities

1.2

LB/ESF

25000

ESF.

0.2

MH/GPM

o Heat exchangers furnished with compressors or other equipment. o Vent and drain valves o Tube bundle Pulling facilities. o Foundations. o Insulation and painting.

"F" - FIRED HEATERS Control Code F-40

Fld. Lbr. Code E-40

20 100

MH/Ton MHS

Field Assembled Heaters Estimate in sequence of erection, as follows: 1. Erect Structural Steel Frame (May not be required where casing supports . load)

35

MH/Ton

2. Erect Steel Casing - Radiant Section MR/Ton

60

MH/Ton

0.06

MH/each

0.2 0.2 0.3 50

MH/SF MH/SF MH/SF MH/Ton

6. Place Radiant Tubes

7

MH/each

7. Roll Tubes into Headers, if required 8. Make necessary Butt Welds on Radiant Tubes Carbon Steel - per Weld (D-I Diameter inch) Alloy - per Weld 9. Local Stress Relief, if required, per Weld Carbon-Steel Alloy

2

MH/connection

Shop Assembled Heaters (Generally under 20 MMBTU/HR) Allow for unloading and erection Minimum Also allow the required labor operations, such as setting stack, using manhours discussed below.

3. Place Firebrick, if required, floor and walls 4. Place Castable Refractory, floor and walls Studs or other support 2" Lining 3" Lining 5. Install Radiant Tube Supports (If no weight provided, allow 50 LB/Radiant Tube)

10. Place Roof Refractory - Brick or Castable 11. Set Convection Section, if shipped Shop - Assembled 12. Install Convection Section, if shipped Unassembled

1 MH + 0.5 MH/D-I 2 MH + 1 M/D-I 3 MH + 0.2 MH/D-I 4 MR + 0.3 MH/D-I 1

MH/SF

10

MH/Ton

Use manhours from 1 thru 9

13. Place Ductwork or breeching

Using manhours from 2 and 4

14. Weld stack if required - Allow

2 MH/LF Minimum 100 MH/Weld

15. Place Castable lining in stack if required 16. Erect steel stack

Use manhours from 4 Use appropriate manhours from vertical vessel standards

17. Assemble and install access-steel 18. Install burners - gas only oil or gas & oil 19. Install burner piping, if furnished

45 5 20

MH/Ton MH/each MH/each

0.5

MH/LF

20

MH/Tube

by heater vendor - Allow Install Catalyst in - Radiant Tubes (Special situation in reforming furnaces) - Allow Concrete Stacks Concrete Shell Brick Lining Steel Liner - Estimate as a Field Fabricated pressure vessel

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

6 0.12

MH/CY MH/SF

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 preheaters, draft fans and drivers. Includes o Plumbing, shimming and grouting. o Roofing and siding. (Normally subcontracted) o Flare stack ignition tip 0 Refractory and insulation (setting). (Normally subcontracted) o Stack and duct lining. (Lining normally subcontracted) o Scaffolding labor required for assembly of heater. o Stress relieving, radiographing. (Radiography normally subcontracted) o Testing (Hagnafluxing, hydro, air). o Erection or startup supervision by vendor. 0 Sootblowers excluding piping and electrical). Excludes o Platforms, ladders and handrails unless furnished with heater. o Instruments unless furnished with heater. o Foundations. o Painting and external insulation. o Burner piping unless furnished with heater. o Fireproofing. o Electrical.

"G" - PUMPS AND DRIVERS Control Code K 51 G-51

Fld. Lbr. Code E-50

Pumps and Drivers: Driver HP

MH/Pump

Under 5

25

5 to 100

75

100 to 200

100

200 to 300

150

300 to 400

200

400 to 500

250

500 to 600

300

600 to 700

350

700 to 800

380

800 to 900

410

900 to 1000

450

over 1000

500

Note: If a pump has two drivers, such-as a motor plus a power recovery turbine, add 70X to the MH/Pump tabulated above. Where the driver horsepower or the pump brake horsepower is not available, use the following data: Pump BHP =(GPM x TDH x SG) / (3960 x E) =( (GPM x P) /( 1717 x E))TDH = P (3960)/(1717 *S.G.) Where: GPM U.S. TDH SG E P Driver HP Driver HP

= = = = = = =

Gallons/Minute Total Differential Head, in Feet Specific Gravity Pump Efficiency (Use 60%) Discharge psig less Suction psig BHP x 1.0 for Turbine BHP x 1.1 for Motors, rounded to nearest standard rating.

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

o Rotation checks. o Coupling guards.

o Packing and gaskets. o Shimming and grouting. o Lagging if furnished with pump or driver. o Pump bases. o Testing and inspection. Excludes

o Pumps and drivers furnished with compressors or other equipment. o Trim or hookup piping, unless supplied with the pump or driver. o Electrical connections and starters. o Foundations. o Insulation and painting.

= P (3960)/(1717 *S.G.)

"K" - COMPRESSORS AND DRIVERS Control Code K60 Fld. Lbr. Code E-60 Compressors and Drivers: Compressor 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 Note: All standard manhours

Driver

BHP Range

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 over

to 100 101 to 1000 1001 to 5000 over 5000 to 100 101 to 1000 1001 to 5000 over 5000 All to 1000 1001 to 10,000 over 10,000 to 1000 1001 to 5000 5001 to 10,000 10,001 to 20,000 over 20,000 10 to 1000 1000

Includes all compressors, blowers, fans and their drivers. Includes o Exchangers, tanks, pumps and drivers, piping, instruments and electrical when furnished with compressors, gears or drivers. o Pickling and flushing of auxiliary piping, when piping furnished with compressors or drivers. o Rotation checks. o Coupling guards. o Packing and gaskets. o Charging oil and filters. o Shimming and grouting. o Lagging and lagging installation if furnished with compressor or driver. o Testing and inspection. o Erection and startup supervision by vendor. o Pulsation dampeners, intake hoods, silencers, intake and exhaust ducts. o Suction and discharge bottles. Excludes o Foundations. o Insulation and painting. o Building ventilators. o Electrical connections and starters. o Trim and hookup piping other than furnished with compressor.

BHP Range

Standard MH's

to 100 101 to 1000 1001 to 5000 over 5000 to 100 101 to 1000 1001 to 5000 over 5000 All to 1000 1001 to 10,000 over 10,000 to 1000 1001 to 5000 5001 to 10,000 10,001 to 20,000 over 20,000 10 to 1000 1000

300 1000 3000 7000 400 1200 4000 8000 0.8 1000 4000 6000 1000 3000 5000 7000 8000 400 0.4

unit /Compr /Compr /Compr /Compr /Compr /Compr /Compr /Compr /BHP /Compr /Compr /Compr /Compr /Compr /Compr /Compr /Compr /Fan /BHP

"L" - PIPING GENERAL Includes The following is a list of piping system that belong in the "L" Account. 1. All process piping (aboveground and belowground) 2. All utility piping (air, water steam including instrument air header). 3. All vessel and pump trim piping (vent and drains including strong 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 system that belong in the other Accounts. "J" Account 1. Instrument Air Sub-header 2. Instrument tubing "S" Account 1. Sewers (incl.oily water storm and sanitary sewers) 2. Surface drainage "R" Account 1. Building Plumbing 2. Heating and Ventilating Piping A supplemental method using work operation is included - See Attachment A.

L-011 Field Fabricate C.S. Pipe - 2" and Smaller includes the direct labor associated with on-site shop fabrication of all 2" and smaller carbon steel pipe for installation aboveground or underground. Size (inch) MH/LF 1/2 0.26 3/4 0.27 1 0.29 1 1/2 0.34 2 0.39

Fld. Lbr. Code L-01

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 Fabricated C.S. Pipe - 2 1/2" and Larger Includes the direct labor associated with on-site shop fabrication of all 2 1/2" and larger carbon steel pipe for installation aboveground and underground, including fire hydrants

Fld. Lbr. Code L-02

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).

Pipe Size (inch) .5 .75 1 1.25 1.5 2 2.5 3 4 5 6 8 10 12 14 16 18 20 24 30 36 42

Pipe Erection MH/LF 0.06 0.06 0.07 0.07 0.08 0.09 0.12 0.13 0.14 0.17 0.25 0.31 0.38 0.43 0.50 0.60 0.68 0.78 0.80 0.85 0.90 0.95

Spool Erection

Butt Weld

0.08 0.10 0.12 0.15 0.18 0.21 0.26 0.32 0.39 0.50 0.62 0.76 0.84 0.90 0.96 1.00 1.10 1.20 1.30 1.40

0.40 0.60 0.90 1.10 1.20 1.30 1.40 1.50 1.60 2.00 2.40 3.20 4.00 4.80 5.60 6.40 7.20 8.00 9.60 12.00 14.40 16.80

Reinforced

Socket Weld Saddle Weld 0.50 0.60 0.70 0.80 0.90 1.00 1.30 1.50 1.70

1.00 1.20 1.40 1.60 1.80 2.20 2.40 2.90 3.60 4.20 5.00 6.00 7.50 9.00 10.00 11.00 12.50 14.00 16.80 20.90

Weld MH/EA 3.00 4.00 4.60 5.60 6.00 6.60 8.00 9.60 12.00 14.00 16.60 20.00 25.00 29.60 32.60 37.00 42.00 46.60 56.00 69.60

1. FOREMAN ADD 14% TO LABOR HOURS 2. EQUIPMENT ADD 23% TO LABOR HOURS 3. CONSUMABLES ADD 2% TO LABOR HOURS 4. SMALL TOOLS ADD 3% TO LABOR HOURS 5. FIELD STAFF AS REQUIRED 6. SUPPORT CRAFT ADD 21% TO LABOR HOURS 7. MOBILIZATION ADD MOVEOUT AS REQUIRED 8. SHUTDOWN FACTOR 33% 9. ALLOY PIPE WELDING ADD 50% 10. HYDROTEST ADD 5% TO LABOR HOURS 11. STRESS RELIEVING AS REQUIRED SHOP FABRICATION LABOR COST IN HOURS Pipe Size (inch)

Reinforced

Butt Welds

Nozzle Welds Nozzle Welds

Mitre Weld Socket Welds MH/EA.

1 1.25 1.50 2 2.50 3 3.50 4 5 6 8 10 12 14 16 18 20 24 30

0.70 0.70 0.80 0.80 1.00 1.10 1.30 1.40 1.70 1.80 2.40 3.00 3.50 3.90 4.40 5.00 5.50 6.70 8.30

1.80 1.80 2.00 2.00 2.50 2.80 3.30 3.50 4.30 4.50 6.00 7.50 8.80 9.80 11.00 12.50 13.80 16.80 20.80

3.60 3.60 4.00 4.00 5.00 5.60 6.60 7.00 8.60 9.00 12.00 15.00 17.60 19.60 22.00 25.00 27.60 33.60 41.60

1.10 1.10 1.20 1.20 1.50 1.70 2.00 2.10 2.60 2.70 3.60 4.50 5.30 5.90 6.60 7.50 8.30 10.10 12.50

0.50 0.60 0.70 0.80 0.90

1. ADD 2.00 MANHOURS FOR SHOP 2. ADD FOR LOADING & HAULING 3. ADD FOR Q.A. 4. ADD 0.50 MANHOURS FOR CONSUMABLES 5. ADD SHOP SUPT. 6. ADD EQUIPMENT CRANE & ETC. FIELD PIPING LABOR COST IN HOURS Pipe Size (inch) 1 1.25 1.50 2 2.50 3 3.50 4 5 6 8 10 12 14 16 18 20 24

Pipe Spool Erection MH/L.F. 0.07 0.08 0.12 0.15 0.18 0.21 0.24 0.27 0.33 0.39 0.52 0.66 0.76 0.84 0.90 0.96 1.00 1.10

Field Butt Welds 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.17 0.20 0.26 0.33 0.38 0.42 0.45 0.48 0.50 0.55

0.90 1.10 1.20 1.30 1.60 1.90 2.20 2.40 2.80 3.30 4.00 5.00 5.90 6.50 7.40 8.40 9.30 11.20

Flange Boltup Install Valves Nozzle Welds MH/EA. 0.50 0.50 2.30 0.50 0.50 2.80 0.50 0.50 3.00 0.50 0.50 3.30 1.40 0.80 4.00 1.70 0.80 4.80 1.90 0.80 5.50 2.00 1.00 6.00 2.50 1.50 7.00 2.50 2.00 8.30 3.00 2.50 10.00 3.50 3.00 12.50 4.00 3.50 14.80 5.00 4.00 16.30 5.50 4.50 18.50 6.00 5.00 21.00 7.00 6.00 23.30 7.50 7.00 28.00

30

1.20

0.60

13.90

8.00

8.00

34.80

1. FOREMAN ADD TO LABOR HOURS 14% 2. OPERATOR ADD TO LABOR HOURS 14% 3. EQUIPMENT ADD TO LABOR COST 23% 4. CONSUMABLES ADD TO LABOR COST 2% 5. SMALL TOOLS ADD TO LABOR COST 3%

Field Fabrication* - Carbon Steel Piping Normal Wall Heavy Wall (under 3/4" thick) (3/4" & over thick) Size (inch) MH/L.F. Size (inch) MH/L.F. 3 0.47 3 0.70 4 0.55 4 0.94 6 0.72 6 1.44 8 0.85 8 1.70 10 0.98 10 1.96 12 1.11 12 2.22 14 1.22 14 2.44 16 1.34 16 2.68 18 1.43 18 2.86 20 1.60 20 3.20 24 1.90 24 3.68 * Use work operation method and manhour standards if detailed available. L-021 Field Fabricated Alloy Pipe - 2" and Smaller Includes the direct labor associated with on-site shop fabrication of all 2" and smaller alloy pipe for installation aboveground or underground.

L-03

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 Fabricated Alloy Pipe - 2 1/2" and Larger Includes the direct labor associated with on-site shop fabrication of all 2 1/2" and larger alloy pipe for installation aboveground or underground.

L-04

Use C.S. piping field fabrication manhour standards in conjunction with field fabrication multipliers for all alloy piping fabrication.

Group 1 Group 2 Group 3

Field Fabrication Multipliers Material Classification - Group Numbers 0.50% Moly to 1.5-2.00 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

Multiplier 1.70 2.00 2.40

Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

Stainless Steel Type 304, 309, 310, 316 Copper, Brass, Everdur ASTM A-333-GR1*, GR4, GR9* Hasteloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, CU-NI, Monel, Inconel, Incoloy, Alloy 20 Alluminum

2.00 2.00 2.00 3.00 2.40 2.70

* Where standard carbon stell 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). L-05 Field Fabricated 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, and the delivery of the fabricated items to a storage area or point of installation (with Code L-99). L-09 Fabricate Pipe Hangers and Supports Includes the on site fabrication of all aboveground pipe hangers and supports (e.g., brackets, braces, shoes, etc.) made from structural steel shapes. 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-111 Install A/G C.S. Piping - 2" and smaller The installation of 2" 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 the installation of piping specialities, 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. Aboveground Erection MH/4 1/2" 0.59 3/4" 0.61 1" 0.63 1 1/2" 0.66 2" (Spooled) 0.68 2" (Rack) 0.28

Fld. Lbr. Code L-11

Excludes 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 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. Install A/G C.S. Piping - 2 1/2" and Larger The installation of 2 1/2" and larger aboveground 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 list" resulting from P&ID checks, and the repairing of defects detected by testing and inspection operations. The installation operation will be segregated between straight run and spooled piping by size grouping as follows: Control Code L-122 L-123 L-124 L-125 L-126 L-127 L-128 L-129

Install Straight Run A/G Piping 2 1/2" to 6" Install Straight Run A/G Piping 8" to 12" Install Straight Run A/G Piping 14" to 24" Install Straight Run A/G Piping 26" & Larger Install Spooled A/G Piping 2 1/2" to 6" Install Spooled A/G Piping 8" to 12" Install Spooled A/G Piping 14" to 24" Install Spooled A/G Piping 26" & Larger Install Carbon Steel piping - On Plot (and complex off plot) Manhours/L.F. (Aboveground) Normal Wall Heavy Wall (Under 3/4" Thk.) (3/4" & Over Thk.) Size (inch) Rack Spooled Rack Spooled 3 0.31 0.76 0.32 1.01 4 0.33 0.90 0.37 1.20 6 0.47 1.03 0.62 1.36 8 0.57 1.21 0.73 1.60 10 0.84 1.29 1.26 1.94 12 1.01 1.34 1.41 2.16 14 1.16 1.40 1.53 2.34 16 1.39 1.46 2.34 2.53 18 1.45 1.52 2.46 2.74 20 1.60 1.60 2.59 2.95

Fld. Lbr. Code L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19

24 30 36 42 48 60

1.80 2.10 2.40 2.70 3.00 3.60

1.80 2.10 2.40 2.70 3.00 3.60

3.36 3.93

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) Manhours/L.F. Size (inch) MH/L.F. .50 0.11 .75 0.12 1 0.12 1.50 0.16 2 0.16 3 0.23 4 0.26 6 0.45 8 0.55 Install Lined Carbon Steel Pipe Manhours/L.F. Cement Lined (Welded Epoxy Rubber (Flgd. Ends) Ends) Size (inch) Size (inch) 1 0.17 2 0.23 1.50 0.25 3 0.27 2 0.32 4 0.37 3 0.49 6 0.53 4 0.63 8 0.64 6 0.86 10 0.94 8 1.56 12 1.13 10 2.65 14 1.30 12 3.18 16 1.47 18 1.62 20 1.80 24 2.02

Size

(inch) 1

Install FRP Pipe (Flange Ends) Manhours/L.F. MH/L.F. Size (inch) 0.12 12

MH/L.F. 1.35

3.36 3.93

1.50 2 3 4 6 8 10

0.17 0.22 0.28 0.36 0.48 0.90 1.13

14 16 18 20 24 30 36

Install Asbestos - Cement Pipe Manhours/L.F. Size (inch) MH/LF 3 0.19 4 0.2 6 0.2 8 0.28 10 0.31 12 0.36 14 0.4 16 0.44 Install Clay Tile Pipe Manhours/L.F. Rubber Ring Size (inch) Mortar Joint Joint (inch) 4 0.20 0.10 6 0.25 0.14 8 0.40 0.20 10 0.50 0.25 12 0.66 0.33 15 0.74 0.35 18 0.80 0.40 21 1.00 0.50 24 1.40 0.70 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 Concrete Pipe Manhours/L.F. Size (inch) Plain End 8 0.30 10 0.34 12 0.35 15 0.40 18 0.44 20 0.46 24 0.50

T&G 0.29 0.33 0.34 0.38 0.44 0.44 0.48

1.58 1.80 2.03 2.25 2.70 3.38 4.05

Install Reinforced Concrete Pipe Manhours/L.F. Size (inch) Plain End Bell End T&G 30 0.46 0.83 0.74 33 0.49 0.90 0.81 36 0.50 0.98 0.88 39 0.51 1.05 0.94 42 0.53 1.13 1.00 45 0.54 1.20 1.06 48 0.55 1.28 1.11 54 0.60 1.35 1.18 60 0.68 1.50 1.45 Install Bordsilicate Glass Pipe (With Beaded Ends for Compression Couplings) Manhours/L.F. Size (inch) MH/L.F. 1.50 0.21 2 0.22 3 0.23 4 0.25 6 0.26 Install Carbon Steel Piping - Off Plot Interconnecting Lines (Assumes Double Random length Pipe) Manhours/L.F.

Size

(inch) 2 3 4 6 8 10 12 14 16 18 20 24 30

Aboveground Under-ground On Elevated On Sleeper Racks T&G 0.19 0.24 0.22 0.23 0.29 0.26 0.25 0.31 0.28 0.30 0.38 0.34 0.38 0.48 0.43 0.47 0.66 0.57 0.55 0.77 0.66 0.69 0.96 0.82 0.80 1.20 1.00 0.90 1.30 1.10 1.00 1.40 1.20 1.20 1.60 1.40 1.50 1.90 1.70

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/warehouse to the area of installation (see code L-99, material handling). Also excludes the installation of piping furnished with equipment (e.g., lube and/or seal oil piping 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-17 Carbo Steel Piping Specialties Items covered by this code encompass such things as: exhaust heads, flame arrestors, 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 coupling, sample outlet and coolers, eye wash and shower stations, etc. (Material only) Install Utility Hose and Hose Rack 10 Install Safety Shower Units 25 Fire Hydrants 25 L-211 Install Alloy A/G Piping - 2" and smaller The installation of 2" 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 bolts-ups, and the installation of control and relief valves, the the installation of piping specialities, 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.

Fld. Lbr. Code L-50

manhours per unit manhours per unit manhours per unit Fld. Lbr. Code L-21

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 - 2-1/2" and Larger The installation of 2-1/2" and larger A/C 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 P&ID 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 2 1/2" to 6"

L-22

L-223

Install Straight Run A/G Piping 8" to 12"

L-23

L-224

Install Straight Run A/G Piping 14" to 24"

L-24

L-225

Install Straight Run A/G Piping 26" & Larger

L-25

L-226

Install Spooled A/G Piping 2 1/2" to 6"

L-26

L-227

Install Spooled A/G Piping 8" to 12"

L-27

L-228

Install Spooled A/G Piping 14" to 24"

L-28

L-229

Install Spooled A/G Piping 26" & Larger

L-29

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). Use C.S. Piping installation manhour standards in conjunction with Alloy fieUse C.S. Piping installation manhour installation. L3* to L5 Install Specialty Piping "Specialty Piping" is defined as: (a)

All aboveground 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 aboveground and/or underground 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/L70). Control codes L3* to L5* 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 M/R numbers will follow the control code (i.e.: for control code L31, the Field Labor code will be L31, and the Home Office M/R number(s) will be L31*). 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.

Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

Installation Multipliers Material Classification - Group Numbers 0.50% Moly to 1.50-2.00% Chr. 1.75-2.25% Chr. to 4.00-6.002 Chr. 6.00-8.00% Chr. to 10.00-15.00%Chr.,3.5% Nickel Stainless Steals Types 304, 309,310, 316 Copper, Brass, Everdur ASTM A-333-GRI*, CR4, GR9* Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 b 347, Cu-Ni, Monel, Inconel, Incoloy,Alloy 20 Aluminum

* Where standard carbon steel welding procedures and filler metal can be used, alloy multiplier will not apply.

L-70 Install Underground Carbon Steel Piping 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 P&ID 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.

Install Underground Carbon Steel Pipe (Normal wall under 3/4" Thk.)

Size (inch) 2.5 3

MH/L.F. 0.50 0.55

Size (inch) 18 20

MH/L.F. 1.40 1.50

4 6 8 10 12 14 16

0.60 0.72 0.86 0.98 1.10 1.20 1.30

24 30 36 42 48 60

1.70 2.00 2.40 2.70 3.00 3.60

For Carbon Steel pipe heavy wall 3/4" thick and over, add 25% to above manhours. Excludes excavation and backfill (w codes S-11 and S-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 Process Lines Manhours/L.F.

Size (inch)

Soil Pipe Caulked

Bell & Spigot

Mechanical Joint

Rubber Ring Joint

2

0.15

0.15

0.11

0.1

3

0.24

0.15

0.11

0.1

4

0.26

0.2

0.15

0.13

6

0.28

0.25

0.19

0.16

8

0.3

0.3

0.23

0.19

10

0.34

0.24

0.21

12

0.36

0.28

0.24

14"

0.43

0.31

0.28

*Sewer/Drainage Systems are normally included in the "S" Account. Pipe Coated with Tar and Field Wrapped by Machine. Includes Sandblast commercially Apply one prime coat of pipeline primer Apply 3/32" pipeline enamel Apply two ply of 15 lb. tarred felt Apply one seal coat of pipeline enamel Manhours/L.F. Size (inch) MH/L.F. Size (inch) MH/L.F. .75 0.04 10 0.25 1 0.04 12 0.28 1.50 0.06 14 0.32 2 0.07 16 0.37 3 0.09 18 0.41 4 0.12 20 0.45 6 0.16 24 0.61 8 0.2 30 0.76 For Hand Coating and wrapping, add 100% to above manhours.

For sizes larger than 30", use 0.18 manhours per square foot ofsurface to be covered.

L-80 Steam Tracing Includes the fabrication, installation, support and testing of each tracer run starting with and including the tracer lead from a steam 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).

Copper tubing Carbon Steel (tubing) Pipe Stainless steel tubing Tracer Leads Supply and return Scrd. Scrd. Backwelded Socket Weld Unitherms (pre insulated tubi Tracer

Manhours/LF 0.3 0.4 0.8 0.6

Unit MH/LF MH/LF MH/LF MH/LF

0.4 0.7 0.6 0.5

MH/LF MH/LF MH/LF MH/LF

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. Manhours Each for Carbon Steel Electric-Resistance Exothermic

Allow Allow

2.0 MH/Diameter-Inch 0.6 MH/D.I.

Multipliers for Alloy Piping Group 1 Chrome Molybdenum Steel Chrome-1/2-13X Moly-to 1%

Add 35% to above manhours

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

Add 40% to above manhours

Code requirements: all welds in piping materials having a wall thickness of 3/4" or greater must be stress relieved to comply with the requirements of. the A.S.T.M. Code for pressure piping.

L-92 Radiography, Dye Checking, Magnafluxing 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 3" -2 shots per weld 4" thru 12" -3 shots per weld over 12"

Allow 1.5 manhours per shot for reviewing film.

L-93 Revamp and Tie-in Work Includes the labor only for the relocation and repairs (i.e., replacement of work valve seats and steams) of existing piping system, dismantling and disposal of existing piping and tie-in work, including "hot" and "cold" "taps" of piping systems. Excludes all labor for the installation of new piping systems. *Use work operation estimating method and manhour standards.

L-94 Hangers and Supports Includes the labor for the handling and erection of all hangers and supports required for all aboveground piping (carbon steel, alloy and specialty) 2-1/2" and larger. On Plot -A/G installation MHS x 0.17 Off Plot -A/G installation MHS x 0.15

Definition of Installation Manhours Total manhours estimated for installation of aboveground piping (Carbon Steel, alloy and special piping). Do not include manhours for field fabrication, steam tracing. Radiography, testing & inspection etc. in the L90 series accounts. For construction reporting purposes, account L-94 should be absorbed in the installation accounts (1.11-L29).

To be evaluated on an individual job basis*

Excludes the installation of hangers and supports for 2" and smaller pipe (with codes L-111 and L-211) and steel and/or concrete pipeway stanchions (with "H" 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-98 Testing and Inspection 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 Includes the handling of all pipe material from the original storage area/ warehouse location, and subsequent handling of pipe, valves, and fittings to the area 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 1000 ft. front storage area. Excludes the handling of all pipe material within the area of installation. (Y10)

Piping Scaffolding

or

That portion of the scaffolding manhours (Y10) attributable to piping may be estimated at: 7 x of total 'L' manhours 9% of total 'L' manhours, excluding L00, L70 and L90

ATTACHMENT A WORK OPERATIONS, FIELD HANDLING, FABRICATION & ERECTION TABLE OF CONTENTS Section 5.2-A HANDLING & ERECTING STRAIGHT RUN PIPE HANDLING & ERECTING PREFABRICATED SPOOLS HANDLING LINE VALVES HANDLING CONTROL VALVES ERECTION BOLT-UPS MANUAL BUTT WELDS 90° NOZZLE WELDS 90° REINFORCED NOZZLE WELDS 45° NOZZLE WELDS

45° REINFORCED NOZZLE WELDS INERT GAS SHIELDED ROOT PASS WELDS MISCELLANEOUS WELDING CUTTING PIPE & THREADING PIPE FLAME CUT BEVELS "V" & "U" TYPE BEVELS ATTACHING SLIP-ON FLANGES SCREWED FITTINGS, FLANGES & VALVES INSTALLING SHOES & SUPORTS PREHEATING BUTT & FLANGE WELDS (Incl. N.W.) LOCAL STRESS RELIEVING FACTORS FOR FIELD MANHOURS SOLDERED NON-FERROUS FITTINGS POLYVINYL CHLORIDE PIPE (PVC) FIBERGLASS REINFORCED PLASTIC PIPE SARAN & RUBBER LINED PIPE & FITTINGS LEAD LINED PIPES & FITTINGS CEMENT LINED SCH. 40 C.S. PIPE HYDROSTATIC - TESTING OF PIPE ATTACHMENT A HANDLING & ERECTING STRAIGHT RUN PIPE MH/L.F. SIZE SCHEDULE (inch) 10 to 60 80 to 100 120 to 160 1 0.16 0.18 0.20 1.5 0.17 0.22 0.27 2 0.19 0.24 0.29 3 0.21 0.28 0.35 4 0.23 0.31 0.39 6 0.25 0.38 0.50 8 0.30 0.48 0.65 10 0.39 0.60 0.82 12 0.48 0.73 1.00 14 0.57 0.87 1.19 16 0.70 1.02 1.39 18 0.80 1.17 1.60 20 0.90 1.32 1.81 24 1.04 1.49 2.04 30 1.29 36 1.57 42 1.85 48 2.10 54 2.38 60 2.64 INCLUDES: Loading & hauling pipe & fittings from storage yard to erection site. Hoisting & setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL: Applicable for pipe & a small quantity of associated fittings.

ATTACHMENT A HANDLING & ERECTING PREFABRICATED SPOOLS MH/L.F. SIZE SCHEDULE (inch) 10 to 60 80 to 100 120 to 160 1 0.28 0.32 0.35 1.5 0.32 0.37 0.45 2 0.34 0.40 0.49 3 0.39 0.48 0.59 4 0.41 0.52 0.66 6 0.47 0.64 0.84 8 0.57 0.81 0.99 10 0.72 1.00 1.38 12 0.88 1.23 1.69 14 1.01 1.46 2.01 16 1.27 1.71 2.34 18 1.48 1.96 2.69 20 1.74 2.22 3.04 24 1.94 2.51 3.43 30 2.43 36 2.98 42 3.48 48 3.96 54 4.48 60 4.98 INCLUDES: Loading & hauling from storage yard to erection site. Hoisting & setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL: Applicable for any length spools or segment of work. For Brass, Copper & Everdur, double the above units.

ATTACHMENT A

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14

HANDLING LINE VALVES MH/EA. FLANGE RATING 150 300/400 600/900 0.27 0.30 0.50 0.40 0.43 1.00 0.52 0.80 1.40 1.30 1.70 2.20 1.90 2.20 2.80 2.55 3.25 3.75 3.25 3.85 4.65 3.95 4.65 5.55 4.65 5.55 6.95 5.65 6.60 8.15

1,500 0.60 1.30 1.60 2.60 3.40 4.35 6.15 7.55 9.35 11.90

16 18 20 24 30 36 42 48 54 60

6.45 7.30 8.45 9.30 12.00 14.40 16.80 19.20 21.60 24.00

7.70 8.85 10.00 11.25 14.50 17.45 20.35 23.20 26.15 29.00

9.65 11.35 12.85 15.00 19.50

14.15 16.75

INCLUDES: handling and erection of screwed, Flanged & Weld-end Gates, Globes, Plugs & Sw. Check Valves. EXCLUDES: Bolt-ups & Welds. GENERAL: Use above units for Expansion Joints, Strainers, Traps & Filters. Use 150# for standard brass and iron valves. Use 300# for Ex. Hvy. Brass and iron valves. Add 4 Manhours for Chain Wheel w/ chain. Add 4 Manhours for Hydraulic Operators. Add 5 Manhours for Electric Motor Operators. Use 150# table x 2.2 for Socket Weld or Scwd, installed. Use 75% above tables for Mission Checks & Butterflys.

ATTACHMENT A

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48

HANDLING CONTROL VALVES MH/EA. FLANGE RATING 150 300/400 600/900 0.68 0.75 1.25 1.00 1.08 2.50 1.30 2.00 3.50 3.25 4.25 5.50 4.75 5.50 7.00 6.40 8.15 9.35 8.15 9.65 11.60 9.85 11.65 13.85 11.65 13.90 17.40 14.15 16.50 20.40 16.15 19.25 24.15 18.25 22.10 28.20 21.15 25.00 32.15 23.25 28.10 37.40 30.00 36.20 36.00 43.60 42.00 50.80 48.00 58.00

INCLUDES: Handling & hauling from storage area to installation site & setting in place.

1,500 1.50 3.25 4.00 6.50 8.50 10.90 15.40 18.90 23.40 29.75

EXCLUDES: Bolt-ups & Instrument Tubing.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

150 0.67 0.70 0.77 0.84 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

ATTACHMENT A ERECTION BOLT-UPS MH/EA. FLANGE RATING 300/400 600 900 0.84 0.93 0.88 0.98 0.96 1.07 1.05 1.47 1.69 1.88 2.09 2.25 2.05 2.28 2.62 2.30 2.55 2.93 3.00 3.32 3.82 4.05 4.37 5.02 4.85 5.23 6.04 5.65 6.45 7.32 6.35 7.40 8.51 7.50 8.80 10.11 8.85 10.40 11.97 10.35 12.15 12.55 14.70 15.55 17.75 19.50 22.80

1,500

1.56 2.15 2.81 3.28 3.66 4.77 6.27 7.55 9.15 10.65 12.66 14.95

INCLUDES: Handling & installing studs or bolts with gaskets. EXCLUDES: Handling valves, spools & fittings. GENERAL: For "Ring Joint" "Tongue & Groove" etc., add 25%. For Spectacle Blind, 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 size based on Mss, 175 & 350 standards.

SIZE (inch) 1 1.5 2 3 4 6

STD. 0.70 0.80 1.00 1.30 1.50 2.00

X.H. 0.80 0.90 1.10 1.40 1.80 2.50

20

30

ATTACHMENT A MANUAL BUTT WELDS MH/EA. SCHEDULE 40 60 0.70 0.80 1.00 1.30 1.50 2.00

8 10 12 14 16 18 20 24 30 36 42 48 54 60

2.60 3.10 3.60 4.30 5.00 5.90 6.30 6.90 8.60 10.40 12.10 13.80 15.50 17.30

3.30 4.00 4.70 5.70 6.60 7.70 8.40 10.10 12.60 15.20 17.70 20.20 22.70 25.30

2.60 3.10 3.60 4.30 5.00 5.90 6.30 6.90

2.60 3.10 3.60 4.30 5.50 6.80 8.40

2.60 3.10 4.10 5.00 6.60 8.60 9.40 13.30

3.00 4.00 5.20 6.80 8.40 11.20 13.80 20.10

INCLUDES: Line-up, Tacking & Welding. EXCLUDES: Cutting, Beveling, Matching, Preheating, Grinding, Stress Relieving. GENERAL: Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 6" are 1/2" wall. Sizes below heavy line require stress relieving. For Miter Welds, add 60% to above units. M.I.G. & Submerge Arc butt welds that can be rotated, multiply the above units thru 6" by .5, 8" thru 14" by .4, 16" thru 24" by .3.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD. 2.10 2.40 2.80 3.20 4.00 5.40 6.30 7.10 8.10 9.30 10.60 11.60 13.00 14.20 17.90 21.40 25.00 28.60 32.20 35.80

X.H. 2.20 2.60 3.10 4.00 5.20 7.50 8.90 10.30 11.80 13.60 15.20 16.30 18.30 19.80 24.80 29.70 34.70 39.60 44.50 49.50

20

30

6.30 7.10 8.10 9.30 10.60 11.60 13.00 14.20

6.30 7.10 8.10 9.30 10.60 15.10 18.30

ATTACHMENT A 90° NOZZLE WELDS MH/EA. SCHEDULE 40 60 2.10 2.40 2.80 3.20 4.00 5.40 6.30 8.30 7.10 10.30 9.90 13.10 11.60 16.00 15.20 20.20 19.10 25.40 22.30 32.60 27.70 41.70

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

STD.

X.H.

5.00 5.30 6.70 8.10 10.20 11.70 12.70 14.20 16.00 17.90 19.10 21.10 22.30 28.60 34.60 40.30 46.00 53.00 59.00

5.40 5.90 7.90 10.00 12.80 14.50 16.30 18.30 20.70 23.20 24.80 26.60 32.30 40.50 48.50 56.60 64.80 73.90 81.00

20

11.70 12.70 14.20 16.00 17.90 19.10 21.10 22.30

30

11.70 12.70 14.20 16.00 17.90 22.10 26.40

ATTACHMENT A 90° REINFORCED NOZZLE WELDS MH/EA. SCHEDULE 40 60 5.00 5.30 6.70 8.10 10.20 11.70 12.70 15.30 17.80 22.80 30.00 32.30 36.50

13.40 16.30 20.30 24.30 20.10 37.40 47.20 52.50

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Preheating, Grinding, Stress Relieving. GENERAL: Reinforcement by weld build-up, ring, or saddles. Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

SIZE (inch) 1 1.5

STD. 2.80 3.20

X.H. 2.90 3.60

20

30

ATTACHMENT A 45° NOZZLE WELDS (All Angles Other Than 90°) MH/EA. SCHEDULE 40 60 2.80 3.20

2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

3.50 4.40 5.50 7.10 8.60 9.70 10.90 12.40 14.20 15.50 17.10 18.80 23.50 28.20 32.90 39.90 44.80 50.00

4.10 5.90 7.60 10.00 11.50 13.70 15.70 18.40 20.20 21.60 23.70 26.60 33.30 40.00 46.60 57.50 64.60 72.00

8.60 9.70 10.90 12.40 14.20 15.50 17.10 18.80

8.60 9.70 10.90 12.40 14.20 20.10 22.70

3.50 4.40 5.50 7.10 8.60 9.70 13.00 15.30 20.30 25.50 29.60 35.50

11.10 13.70 17.50 21.40 26.80 34.30 43.30 55.20

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48

STD.

X.H.

6.80 7.20 8.70 11.20 13.80 15.80 17.30 19.20 21.00 23.70 25.50 28.20 29.50 38.00 45.00 52.50 60.00

7.10 8.30 10.50 13.50 17.10 21.60 22.70 24.30 27.60 30.20 31.60 35.60 38.40 55.20 66.30 77.20 88.30

20

15.80 17.30 19.20 21.00 23.70 25.50 28.20 29.50

30

15.80 17.30 19.20 21.00 23.70 29.40 35.60

ATTACHMENT A 45° REINFORCED NOZZLE WELDS (All Angles Other Than 90°) MH/EA. SCHEDULE 40 60 6.80 7.20 8.70 11.20 13.80 15.80 17.30 20.50 23.40 30.20 37.40 43.40 51.10

18.10 21.70 27.10 32.60 40.10 50.20 62.90 71.20

54 60

67.50 75.00

99.40 110.10

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding. EXCLUDES: Preheating, Grinding, Stress Relieving. GENERAL: Reinforcement by weld build-up ring, or saddles. Sizes below heavy line require stress relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. Sizes 8" through 60" are 1/2" wall.

ATTACHMENT A INERT GAS SHIELDED ROOT PASS WELDS SIZE MH/EA. (inch) 2 0.187 3 0.280 4 0.333 6 0.466 8 0.520 10 0.560 12 0.600 14 0.733 16 0.865 18 1.000 20 1.160 24 1.440 30 2.880 36 4.800 42 6.170 48 8.300 54 10.040 60 12.580 INCLUDES: Set & remove plugs, inject gas. EXCLUDES: Consumables inserts, oxygen analyzer, welding. GENERAL: Use above table for any metal, any wall thickness. For Nozzle Welds, add hours for branch size.

SIZE (inch) 1 1.5 2 3

STD. 1.80 3.00 3.80 5.00

WELDOLET X.H. 2.20 3.80 4.70 6.50

100+ 3.00 4.90 6.30 10.50

ATTACHMENT A MISCELLANEOUS WELDING MH/EA. THREADOLET COUPLING 3000 6000 3000 1.80 2.20 1.90 2.90 3.70 2.60 3.80 4.70 3.30 5.10 6.60 4.40

4 6 8

7.00 8.70 10.00

8.30 10.00 11.00

11.50 16.00 20.00

INCLUDES: Layout, Cutting (socket welds do not include cut), Fittings, Tacking, Welding. EXCLUDES: Preheating, Grinding, Stress Relieving. GENERAL: Couplings, at other than 90°, require 50% more manhours. Elbolets require Weldolet manhours plus 50%.

ATTACHMENT A

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

20/30/40 0.06 0.07 0.08 0.09 0.15 0.24 0.33 0.55 0.75 0.95 1.25 1.50 1.75 2.25 3.24 3.88 4.54 5.17 5.83 6.47

CUTTING PIPE & THREADING PIPE MH/EA. CUTTING 60/80 100+ 20/30/40 0.08 0.11 0.11 0.10 0.14 0.13 0.11 0.15 0.14 0.13 0.18 0.16 0.21 0.28 0.34 0.46 0.50 0.70 0.83 1.16 1.13 1.52 1.42 1.97 1.88 2.63 2.26 3.16 2.53 3.54 3.37 4.72 4.85 6.80 5.80 8.15 6.80 9.55 7.25 10.90 8.74 12.28 9.70 13.60

THREADING 60/80 0.13 0.16 0.17 0.19

INCLUDES: Flame or machine cutting & machine threading. Threading manhours include cut. EXCLUDES: Hauling, handling, make-ons, welds. GENERAL: Sizes 14" & larger are 3/8", 1/2" & 3/4" wall respectively. If hand tools are used, add 50% to above units. For miter cuts, add 50% to above units.

SIZE (inch)

STD.

X.H.

20

30

ATTACHMENT A FLAME CUT BEVELS MH/EA. SCHEDULE 40 60

2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.13 0.20 0.23 0.30 0.40 0.52 0.65 0.80 1.07 1.60 2.00 2.94 3.67 4.40 5.15 5.88 6.62 7.35

0.17 0.23 0.27 0.38 0.52 0.67 0.82 0.93 1.33 1.87 2.40 3.67 4.59 5.51 6.43 7.35 8.25 9.20

0.40 0.52 0.65 0.80 1.07 1.60 2.00 2.94

0.40 0.52 0.65 0.80 1.07 1.60 2.40 3.74

0.13 0.20 0.23 0.30 0.40 0.52 0.75 0.93 1.33 1.94 2.73 3.93

0.43 0.67 0.82 1.20 1.67 2.33

INCLUDES: Set up tools & make bevel. EXCLUDES: Handling, cutting, internal machining, machined bevels. GENERAL: Add 100% for miter bevels. For wall thickness over 3/4", use "U" type bevel.

SIZE (inch) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

ATTACHMENT A END BEVELS "V" TYPE & "U" TYPE BEVELS MH/EA. V-TYPE U-TYPE 20/30/40 60/80 100+ to 100 120+ 0.05 0.06 0.07 0.06 0.07 0.08 0.07 0.08 0.09 0.10 0.11 0.12 0.12 0.13 0.15 1.70 2.20 0.20 0.25 0.28 2.40 2.80 0.33 0.41 0.43 2.80 3.30 0.41 0.50 0.54 3.30 3.80 0.52 0.63 3.80 4.50 0.65 0.73 4.40 5.30 0.81 0.95 5.20 6.10 0.98 1.15 5.90 7.20 1.35 7.10 8.50 1.76 9.60 11.60 2.50 12.00 14.40 3.30 14.40 17.30 4.60 16.80 20.20 5.25 19.20 23.00 5.90 21.60 25.90 6.55 24.00 28.60

INCLUDES: Machining ends only. EXCLUDES: Cutting, internal machining, handling. GENERAL: 4" & up with more than 3/4" wall, use U-Type. Miter bevels require 50% additional manhours.

ATTACHMENT A

SIZE (inch) 1.5 & Under 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

ATTACHING SLIP-ON TYPE FLANGES MH/EA. FLANGE RATING 150 300 600 900 0.90 1.00 1.30 1.70 1.20 1.30 1.70 2.30 1.70 2.00 2.70 3.40 2.30 2.50 3.70 4.70 3.30 3.70 5.70 6.90 4.70 5.10 7.80 9.40 5.90 6.50 10.50 11.90 7.30 8.10 13.10 14.70 8.70 9.80 15.70 17.30 10.30 11.30 18.20 20.00 11.90 13.40 21.20 23.60 14.20 15.80 24.20 27.60 16.90 18.90 29.70 33.40 21.10 23.60 37.10 41.80 25.30 28.30 44.50 50.00 29.40 34.00 52.00 58.50 33.70 37.80 59.40 66.70 37.90 42.50 66.90 75.00 42.10 47.20 74.20 82.50

1,500 1.80 2.50 3.90 5.60 8.10 11.00 13.30 16.20

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

ATTACHMENT A SCREWED FITTINGS, FLANGES & VALVES MH/EA. SIZE ONE CONNECTION (inch) 3/4 & Under 1 1.5 2 3

PLAIN 0.138 0.205 0.295 0.325 0.435

BACK WELD 0.407 0.504 0.738 0.907 1.298

4

0.570

1.685

INCLUDES: One installation only. EXCLUDES: Cutting, threading, refacing, hauling & handling. GENERAL: Elss & valves require 2 connections. Tees require 3 connections. For flanges requiring front welding also, add 50%.

ATTACHMENT A INSTALLING SHOES & SUPPORTS MH/EA. SHOE LENGTH (inch) 12 18 24 36

IPS RANGE WELDED ON CLAMPED ON Up to 8" 1.10 .55/.80 10" & Over 2.20 1.05/1.90 Up to 8" 1.70 .75/1.10 10" & Over 2.80 1.10/2.00 Up to 8" 2.60 1.35/1.50 10" & Over 4.10 1.15/2.50 Up to 8" 3.90 2.25/2.45 10" & Over 5.40 2.90/3.15

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

PREHEATING BUTT & FLANGE WELDS (Incl. N.W.) MH/EA. SCHEDULE SIZE (inch) 1 1.5 2 3 4 6 8 10 12

STD 0.15 0.18 0.20 0.45 0.55 0.72 0.80 1.20 1.35

X. H. 0.20 0.25 0.27 0.55 0.63 0.90 1.17 1.62 1.80

20 0.80 1.20 1.35

30 0.80 .1.20 1.35

40 0.18 0.20 0.45 0.55 0.72 0.80 1.20 1.35

60 1.17 1.62 1.95

14 16 18 20 24 30 36 42 48 54 60

1.70 1.95 2.30 2.80 3.30 4.15 4.96 5.80 6.60 7.45 8.25 INCLUDES:

2.25 2.70 3.15 3.70 4.50 5.65 6.75 7.90 9.00 10.10 11.25

1.70 1.95 2.30 2.80 3.30 -

1.70 1.95 2.80 3.70 4.75 -

1.95 2.70 3.70 4.65 5.75 -

2.70 3.40 4.50 5.65 7.00 -

Heating of pipe by gas or torch.

EXCLUDES: Cutting, welding, hauling and handling, nozzle welds. GENERAL:

For miter welds, use the above units. For any nozzle weld, add 60X to above units. Units apply to carbon steel or alloy materials.

LOCAL STRESS RELIEVING MH/ EA. SCHEDULE SIZE (inch)

STD

X.H.

20

30

40

60

2 & Under 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 60

4.50 5.10 5.30 6.50 7.40 8.10 8.90 9.60 10.30 11.20 11.70 12.40 15.50 18.60 21.70 24.80 31.00

4.90 5.30 6.10 7.20 8.20 9.00 9.60 10.40 11.20 11.90 12.30 12.90 16.20 19.40 22.70 25.90 32.40

7.40 8.10 8.90 9.60 10.30 11.20 11.70 12.40 -

7.40 8.10 8.90 . 9.6 10.30 11.60 12.40 13.30 -

4.50 5.10 5.30 6.50 7.40 8.10 9.30 10.30 11.20 11.90 12.80 14.00 -

6.50 7.70 8.90 10.00 11.10 11.90 12.80 13.70 14.90 -

INCLUDES:

Moving to site, connecting and disassembly of equipment, wrapping and insulating. Carbon steel butt, flange or nozzle welds.

EXCLUDES: Preheating and welding.. GENERAL:

If two welds are close enough to be treated together, apply the unit once. For alloy, double the above units.

MANHOLIR ADJUSTMENTS FOR ALLOY PIPING 1

Handling, Erecting (Including Bolt Up) Alloy or Stainless Steel Pipe Spools Use same manhour standards as those shown for carbon steel spools

2

Welding,* Alloy and Stainless Steel Pipe Joints Use C. S. Manhour Standards in conjunction with the following multipliers. Material Classification - Group Numbers

Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9 3

0.50% Holy 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 b 347, CU-NI, Money Inconel, Incoloy, Alloy 20 Alluminum Welding Including Cutting and Beveling of Alloy and Stainless Steel Piping Material Classification - Group Numbers

Group 1 Group 2 Group 3 Group 4 Group 5 Group 6 Group 7 Group 8 Group 9

0.50% Holy 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 ASIi A-333-GRI*, GR4, GR9** Hastelloy, Titanium, 99% NI. Stainless Steel Types 321 & 347, CU-NI, Monel, Inconel, Incoloy, Alloy 20 Alluminum

*Welding only. ** Where standard carbon steel welding procedures and filler metal can be used, alloy multiplier will not apply. ATTACHMENT A

SOLDERED NON-FERROUS FITTINGS MH/EA. SIZE

(inch)

0.38 0.5 0.75 1 1.5 2 3 4 INCLUDES:

COU-PLING 0.16 0.22 0.28 0.43 0.85 0.96 1.95 2.00

ELL 0.17 0.23 0.29 0.44 0.9 1.00 2.00 2.25

TEE 0.24 0.33 0.42 0.63 1.26 1.44 2.91 3.00

FLG. 0.16 0.22 0.28 0.32 0.7 0.9 1.4 1.65

Handling, preheating and soldering of fittings.

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

SIZE (inch) 0.5 0.75 1 1.5 2 3 4 6 8 10 12 INCLUDES:

POLYVINYL CHLORIDE PIPE (PVC) PIPE JOINTS SADDLES PER L.F. EA. EA. 0.090 0.215 0.385 0.091 0.223 0.393 0.092 0.230 0.410 0.096 0.279 0.449 0.098 0.338 0.508 0.110 0.452 0.622 0.116 0.565 0.735 0.130 0.722 0.892 0.154 0.820 0.995 0.190 1.019 1.021 0.218 1.246 1.326

VALVES EA. 0.135 0.162 0.174 0.248 0.350 0.840 1.230 1.560 1.930 2.520 3.000

* Hauling, handling & 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 1- 1/2" . Branches 2" and larger are made with a tee Add joint hours to valve handling For Lined valves use Page 3

SIZE

FIBERGLASS REINFORCED PLASTIC PIPE PIPE JOINTS SADDLES

VALVES

RED. 0.18 0.25 0.32 0.5 0.9 1.00 2.00 2.15

(inch) 2 3 4 6 8 10 12

PER L.F. 0.17 0.172 0.174 0.179 0.194 0.238 0.308

EA. 0.68 0.91 1.13 1.45 1.64 2.04 2.45

EA. 1.02 1.24 1.47 1.78 1.98 2.36 2.78

EA. 0.35 0.84 1.23 1.56 1.93 2.52 3.00

INCLUDES:

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

SIZE (inch) 1 1.5 2 3 4 6 8 10 12

INCLUDES:

This is "Bondatrand" or equal. For metal & lined valves, see page 3. For flange bolt-ups, see page 5. SARAN & RUBBER LINED PIPE & FITTINGS HANDLE CUT & MAKE-UP HANDLE PIPE THREAD JOINTS VALVES L.F. EA. EA. EA. 0.195 0.322 0.175 0.295 0.224 0.438 0.315 0.436 0.245 0.479 0.36 0.568 0.292 0.517 0.49 1.42 0.341 0.739 0.633 2.08 0.39 1.315 0.709 2.76 0.492 2.209 0.797 3.56 ,589 3.475 0.895 4.32 0.735 5.26 1.005 5.08

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.

SIZE (inch) 1 1.5 2 3

LEAD LINED PIPE 6 FITTINGS HANDLE CUT & MAKE-UP PIPE THREAD JOINTS L.F. EA. EA. 0.22 0.25 0.33 0.4

0.15 0.16 0.25 0.33

0.3 0.35 0.38 0.45

BUTT WELD INCL. LEAD BURN 0.9 1.1 1.3 1.55

4 6 8 10 12 INCLUDES:

0.5 0.5 0.55 0.85 1.2 1.6 2.25 Pipe hauling, erecting & aligning. Cutting & threading 2" & smaller by hand. Joints assembled & tightened. Manual arc weld & fusing of lead in joint.

1.85 2.5 3.4 4.35 5.55

EXCLUDES: Bolt-ups, shop handling, factory assemblies. GENERAL:

SIZE (inch) 6 8 10 12 14 16 18 20 24

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

HANDLE PIPE L.F. 0.30 0.38 0.48 0.60 0.71 0.94 1.05 1.31 1.65

CEMENT LINED SCH. 40 C.S. PIPE PIPE BUTT SLEEVE CUTS WELDS (2 WELDS) EA. EA. EA. 0.65 2.00 3.30 1.00 2.60 4.60 1.20 3.10 5.70 1.45 4.10 6.90 2.30 5.00 7.00 2.95 6.60 9.20 3.70 8.60 10.40 4.65 10.40 12.40 5.90 13.30 15.50

INCLUDES:

Pipe handling, storage to site & erection. . Manual arc weld & wetting cement in area Installing sleeve, align & weld both ends. EXCLUDES: Bolt-ups, unloading to storage. GENERAL:

Lining at cut to be square b flush with pipe. For flange bolt-ups, see page 5.

HYDROSTATIC - TESTING OF PIPE PIPE SIZE (Inch) 1 2 3 4 6 8 10

MAN-HOURS

PER L.F. 0.0234 0.0282 0.0358 0.0458 0.0290 0.0334 0.0384

90° NOZ. WELD EA. 6.10 7.30 8.30 11.40 13.90 18.20 22.80 27.00 33.60

12 14 16 18 20 24 30

INCLUDES:

0.0432 0.0512 0.0556 0.0634 0.0720 0.0858 0.1088

Set-up, Install Blinds, Fill, Test, Drain.

EXCLUDES: Repair work, Re-testing. GENERAL:

Assume Foreman b 3 Fitters. Assume linen filled at 50 C.P.H. (1" at 10 C.P.H.). Assume 1" thru 4" drained by 3/4" couplings ever 100 L.F. Assume 6" & larger drained thru couplings plus partly open line size flange.

TABLE OF CONTENTS PAGE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

Handling & erecting straight run pipe Handling & erecting prefabricated spools Handling line valves Handling control valves Erection bolt-ups Manual butt welds 900 Nozzle welds 900 Reinforced nozzle welds 450 Nozzle weld 450 Reinforced nozzle weld Flame cut bevels Machine end bevels Preheating butt & flange welds (incl. N. W. ) Inert gas for shielded root pass Attaching slip-on type flanges Miscellaneous welding Cutting pipe & threading pipe Screwed fittings, flanges & valves Hangers & supports Alloy or stainless steel pipe Soldered non-ferrous fittings Polyvinyl chloride pipe (PVC) . Fiberglass reinforced plastic pipe Saran & rubber lined pipe & fittings Lead lined pipe & fittings

27 28 29

Cement lined pipe & fittings Local stress relieving Hydrostatic testing pipe

HANDLING & ERECTING STRAIGHT RUN PIPE MH/L.F. SIZE (inch)

SCHEDULE 10 to 60

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.16 0.17 0.19 0.21 0.23 0.25 0.30 0.39 0.48 0.57 0.70 0.80 0.90 1.04 1.29 1.57 1.85 2.10 2.38 2.64

80 to 100

120 to 160

0.18 0.22 0.24 0.28 0.31 0.38 0.48 0.60 0.73 0.87 1.02 1.17 1.32 1.49 -

0.20 0.27 0.29 0.35 0.39 0.50 0.65 0.82 1.00 1.19 1.39 1.60 1.81 2.04 -

INCLUDES:

Loading & hauling pipe & fittings from storage yard to erection site. Hoisting & setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL:

Applicable for pipe 6 & small quantity of associated fittings.

HANDLING & ERECTING FABRICATED SPOOLS MH/L.F. SCHEDULE SIZE (inch)

1 1.5 2 3 4 6 8 10 12

10 to 60

0.28 0.32 0.34 0.39 0.41 0.47 0.57 0.72 0.88

80 to 100

0.32 0.37 0.40 0.48 0.52 0.64 0.81 1.00 1.23

120 to 160

0.35 0.45 0.49 0.59 0.66 0.84 0.99 1.38 1.69

14 16 18 20 24 30 36 42 48 54 60

1.01 1.27 1.48 1.74 1.94 2.43 2.98 0.48 3.96 4.48 4.98

1.46 1.71 1.96 2.22 2.51 -

2.01 2.34 2.69 3.04 3.43 -

-

-

INCLUDES: Loading & hauling from storage yard to erection site. Hoisting setting in place. EXCLUDES: Welding, bolt-ups, make-ons & scaffolding. GENERAL:

Applicable for any length spool or segment of work. For Brass, Copper & Everdur, double the above units. HANDLING LINE VALVES MH/EA.

SIZE (inch)

FLANGE RATING 150

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 INCLUDES:

300/400

600/900

1500

0.27 0.30 0.50 0.60 0.40 0.43 1.00 1. 0 0.52 0.80 1.40 1.60 1.30 1.70 2.20 2.60 1.90 2.20 2.80 3.40 2.55 3.25 3.75 4.35 3.25 3.85 4.65 6.15 3.95 4.65 5.55 7.55 4.65 5.55 6.95 9.35 5.65 6.60 8.15 11.90 6.45 7.70 9.65 14.15 7.30 8.85 11.35 16.75 8.45 10.00 12.85 9.30 11.25 15.00 12.00 14.50 19.50 14.40 17.45 16.80 20.35 19.20 23.20 21.60 26.15 24.00 29.00 Flanged & Weld-end Gates, Globes, Plugs, Checks, & Relief valves.

EXCLUDES: Bolt-ups & Welds. GENERAL:

Use above units for Expansion Joints, Strainers, Traps & Filters. Use 150# for standard brass & iron valves. Use 300 # for Ex. Hvy. brass & iron valves. Add 4 Manhours for Chain Wheel w/chain.

Add 4 Manhours for Hydraulic Operators. Add 5 Manhours for Electric motor operators Use 150# table x 2.2 for socket weld or scwd , installed Use 75% above tables for mission checks & butterflys

HANDLING CONTROL VALVES MH/EA. SIZE

(inch) 1 1.5 2.0 3.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 24.0 30.0 36.0 42.0 48.0 INCLUDES:

FLANGE RATING 150

300 / 400

600 / 900

1 500

0.7 0.8 1.3 1.5 1.0 1.1 2.5 3.3 1.3 2.0 3.5 4.0 3.3 4.3 5.5 6.5 4.8 5.5 7.0 8.5 6.4 8.2 9.4 10.9 8.2 9.7 11.6 15.4 9.9 11.7 13.9 18.9 11.7 13.9 17.4 23.4 14.2 16.5 20.4 29.8 16.2 19.3 24.2 18.3 22.1 28.2 21.2 25.0 32.2 23.3 28.1 37.4 30.0 36.2 36.0 43.6 42.0 50.8 48.0 58.0 Handling & hauling from storage area to installation site & setting in place.

EXCLUDES: Bolt-ups & Instrument Tubing.

ERECTION BOLT-UPS MH/EA. SIZE

(inch) 1 1.50 2.00 3.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

FLANGE RATING 150

300 / 400

600

900

1500

0.67 0.70 0.77 0.84 1.50 1.80 2.00 2.60 3.50 4.20 4.90

0.84 0.88 0.96 1.05 1.88 2.05 2.30 3.00 4.05 4.85 5.65

0.93 0.98 1.07 1.47 2.09 2.28 2.55 3.32_ 4.37 5.23 6.45

1.69 2.25 2.62 2.93 3.82 5.02 6.04 7.32

1.56 2.15 2.81 3.28 3.66 4.77 6.27 7.55 9.15

18.00 20.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00

INCLUDED:

5.50 6.50 7.60 9.00 10.90 13.50 15.40 16.90 19.80

6.35 7.50 8.85 10.35 12.55 15.55 17.75 19.50 22.80

7.40 8.80 10.40 12.15 14.70 -

8.51 10.11 11.97 -

10.65 12.66 14.95 -

Handling & installing studs or bolts with gaskets.

EXCLUDES: Handling valves, spools & fittings. GENERAL:

SIZE (inch) 1 1.5 2.0 3.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 24.0 30.0 36.0 42.0 48.0 54.0 60.0

STD. 0.70 0.80 1.00 1.30 1.50 2.00 2.60 3.10 3.60 4.30 5.00 5.90 6.30 6.90 8.60 10.40 12.10 13.80 15.50 17.30 INCLUDES:

For "Ring Joint," "Tongue & Groove" etc., add 25%. For Spectacle Blind, 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.

X.H. 0.80 0.90 1.10 1.40 1.80 2.50 3.30 4.00 4.70 5.70 6.60 7.70 8.40 10.10 12.60 15.20 17.70 20.20 22.70 25.30

20 2.60 3.10 3.60 4.30 5.00 5.90 6.30 6.90 -

30 2.60 3.10 3.60 4.30 5.50 6.80 8.40 -

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

MANUAL BUTT WELDS MH/EA. SCHEDULE 40 60 0.70 0.80 1.00 1.30 1.50 2.00 2.60 3.00 3.10 4.00 4.10 5.20 5.00 6.80 6.60 8.40 8.60 11.20 9.40 13.80 13.30 20.10 -

EXCLUDES: Machining, Preheating, Grinding, Stress Relieving. GENERAL:

Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" 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 above units thro 6" by .5 8" thru 14" by .4, 16" thru 24 " by .3

90° DEGREE NOZZLE WELDS MH/EA. SCHEDULE

SIZE (inch) 1 1.5 2.0 3.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 24.0 30.0 36.0 42.0 48.0 54.0 60.0

STD.

X. H.

20

30

40

60

2.10 2.40 2.80 3.20 4.00 5.40 6.30 7.10 8.10 9.00 10.60 11.60 13.00 14.20 17.90 21.40 25.00 28.60 32. 2 35.80

2.20 2.60 3.10 4.00 5.20 7.50 8.90 10.30 11.80 1.60 15.20 16.30 18.30 19.80 24.80 2.00 34.70 39.60 44. 5 49.50

6.30 7.10 8.10 9.30 10.60 11.60 13.00 14.20 -

6.30 7.10 8.10 9.30 10.60 15.10 18.30 -

2.10 2.40 2.80 3.20 4.00 5.40 6.30 7.10 9.90 11.60 15.20 19.10 22.30 27.70 -

8.30 10.30 13.10 16.00 20.20 25.40 32.60 41.70 -

INCLUDES:

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

EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving. GENERAL: Sizes below heavy line require Stress Relieving Ex. Hvy. sizes 8" through 60" are 1/2" wall. Standard sizes 12" through 60" are 3/8" wall.

90° REINFORCED NOZZLE WELDS MH/EA.

SCHEDULE

SIZE (inch)

STD

X.H

20

30

40

60

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

5.00 5.30 6.70 8.10 10.20 11.70 12.70 14.20 16.00 17.90 19.10 21.10 22.30 28.60 34.60 40.30 46.00 53.00 59.00

5.40 5.90 7.90 10.00 12.80 14.50 16.30 18.30 20.70 23.20 24.80 26.60 32.30 40.50 48.50 56.60 64.80 73.90 81.00

11.70 12.70 14.20 16.00 17.90 19.10 21.10 22.30 -

-. 11.70 12.70 14.20 16.00 17.90 22.10 26.40 -

5.00 5.30 6.70 8.10 10.20 11.70 12.70 15.30 17.80 22.80 30.00 32.30 36.50 -

13.40 16.30 20.30 24.30 30.10 37.40 47.20 52.50 -

INCLUDES:

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

EXCLUDES: Pre-heating, Grinding, Stress-Relieving. GENERAL:

Reinforcement by weld build-up or by ring. Sizes below heavy line require Stress Relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" wall. 45° NOZZLE WELDS (All Angles Other Than 90° ) MH/EA.

SIZE

SCHEDULE

(inch)

STD

XH

20

30

40

60

1 1.5 2 3 4 6 8 10 12 14 16 18 20

2.80 3.20 3.50 4.40 5.50 7.10 8.60 9.70 10.90 12.40 14.20 15.50 17.10

2.90 3.60 4.10 5.90 7.60 10.00 11.50 13.70 15.70 18.40 20.20 21.60 23.70

8.60 9.70 10.90 12.40 14.20 15.50 17.10

8.60 9.70 10.90 12.40 14.20 20.10 22.70

2.80 3.20 3.50 4.40 5.50 7.10 8.60 9.70 13.00 15.30 20.30 25.50 29.60

11.10 13.70 17.50 21.40 26.80 34.30 43.30

24 30 36 42 48 54 60

18.80 23.50 28.20 32.90 39.90 44.80 50.00

26.60 33.30 40.00 46.60 57.50 64.60 72.00

18.80 -

-

35.50 -

55.20 -

INCLUDES:

Cutting Beveling, Line-Up, Tacking, Welding.

EXCLUDES:

Reinforcement, Preheating, Grinding, Stress Relieving.

GENERAL:

Sizes below heavy line require Stress Relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" wall.

45° REINFORCED NOZZLE WELDS (All Angles Other Than 90°) MH/EA.

SIZE (in)

STD

X.H.

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

6.8 7.2 8.7 11.2 13.8 15.8 17.3 19.2 21 23.7 25.5 28.2 29.5 38 45 52.5 60 67.5 75

7.1 8.3 10.5 13.5 17.1 21.6 22.7 24.3 27.6 30.2 31.6 35.6 38.4 55.2 66.3 77.2 88.3 99.4 110.1

20

15.8 17.3 19.2 21 23.7 25.5 28.2 29.5

30

15.8 17.3 19.2 21 23.7 29.4 35.6

40

SCHEDULE 60

6.8 7.2 8.7 11.2 13.8 15.8 17.3 20.5 23.4 30.2 37.4 43.4 51.1

18.1 21.7 27.1 32.6 40.1 50.2 62.9 71.2

INCLUDES:

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

EXCLUDES:

Preheating, Grinding & Stress Relieving

GENERAL:

Reinforcement by weld build-up or by ring. Sizes below heavy line require Stress Relieving. Standard sizes 12" through 60" are 3/8" wall. Ex. Heavy sizes 8" through 60" are 1/2" wall.

FLAME CUT BEVELS MH/EA.

SIZE (in)

STD

X.H.

2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.13 0.2 0.23 0.3 0.4 0.52 0.65 0.8 1.07 1.6 2 2.94 3.67 4.4 5.15 5.88 6.62 7.35

0.17 0.23 0.27 0.38 0.52 0.67 0.82 0.93 1.33 1.87 2.4 3.67 4.59 5.51 6.43 7.35 8.25 9.2

20

0.4 0.52 0.65 0.8 1.07 1.6 2 2.94

30

40

0.4 0.52 0.65 0.8 1.07 1.6 2.4 3.74

0.13 0.2 0.23 0.3 0.4 0.52 0.75 0.93 1.33 1.94 2.73 3.93

SCHEDULE 60

0.43 0.67 0.82 1.2 1.67 2.33

INCLUDES:

Set up tools and make bevel.

EXCLUDES:

Handling, cutting, internal machining & machined bevels.

GENERAL:

Add 100% for miter bevels. For wall thickness over 3/4", use "U" type bevel.

MACHINE END BEVELS MH/EA.

SIZE (in) 1 1.5 2 3 4 6 8 10

V-TYPE 20/30/40 0.05 0.06 0.07 0.1 0.12 0.2 0.33 0.41

60/80 0.06 0.07 0.08 0.11 0.13 0.25 0.41 0.5

U-TYPE 100+ 0.07 0.08 0.09 0.12 0.15 0.28 0.43 0.54

to 100

120+

1.7 2.4 2.8 3.3

2.2 2.8 3.3 3.8

12 14 16 18 20 24 30 36 42 48 54 60

0.52 0.65 0.81 0.98 1.35 1.76 2.5 3.3 4.6 5.25 5.9 6.55

0.63 0.73 0.95 1.15

3.8 4.4 5.2 5.9 7.1 9.6 12 14.4 16.8 19.2 21.6 24

INCLUDES:

Machining end only.

EXCLUDES:

Cutting, internal machining & handling.

GENERAL:

14" & up with more than 3/4" wall, use U-Type. Miter bevels require 50% additional man-hours.

4.5 5.3 6.1 7.2 8.5 11.6 14.4 17.3 20.2 23 25.9 28.6

PREHEATING BUTT AND FLANGE WELDS MH/EA.

SIZE (in)

STD

X.H.

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.15 0.18 0.2 0.45 0.55 0.72 0.8 1.2 1.35 1.7 1.95 2.3 2.8 3.3 4.15 4.96 5.8 6.6 7.45 8.25

0.2 0.25 0.27 0.55 0.63 0.9 1.17 1.62 1.8 2.25 2.7 3.15 3.7 4.5 5.65 6.75 7.9 9 10.1 11.25

20

0.8 1.2 1.35 1.7 1.95 2.3 2.8 3.3

30

40

SCHEDULE 60

0.8 1.2 1.35 1.7 1.95 2.8 3.7 4.75

0.15 0.18 0.2 0.45 0.55 0.72 0.8 1.2 1.35 1.95 2.7 3.7 4.65 5.75

1.17 1.62 1.95 2.7 3.4 4.5 5.65 7

INCLUDES:

Heating of pipe by gas or torch.

EXCLUDES:

Cutting, welding, hauling and handling, nozzle welds.

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.

INERT GAS FOR SHIELDED ROOT PASS SIZE (in) M/H's 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.187 0.280 0.333 0.466 0.520 0.560 0.600 0.733 0.865 1.000 1.160 1.440 2.880 4.800 6.170 8.300 10.040 12.580

INCLUDES:

Set and 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 sizes.

ATTACHING SLIP-ON FLANGES MH/EA.

SIZE (in)

150

1.5 2 3 4 6 8 10 12 14

0.9 1.2 1.7 2.3 3.3 4.7 5.9 7.3 8.7

FLANGE RATING 300 600 900 1 1.3 2 2.5 3.7 5.1 6.5 8.1 9.8

1.3 1.7 2.7 3.7 5.7 7.8 10.5 13.1 15.7

1.7 2.3 3.4 4.7 6.9 9.4 11.9 14.7 17.3

1500 1.8 2.5 3.9 5.6 8.1 11 13.3 16.2

16 18 20 24 30 36 42 48 54 60

10.3 11.9 14.2 16.9 21.1 25.3 29.4 33.7 37.9 42.1

11.3 13.4 15.8 18.9 23.6 28.3 34 37.8 42.5 47.2

18.2 21.2 24.2 29.7 37.1 44.5 52 59.4 66.9 74.2

20 23.6 27.6 33.4 41.8 50 58.5 66.7 75 83.5

INCLUDES:

Layout, cutting pipe, assembly weld front and back.

EXCLUDES:

Hauling, preheating, stress relieving.

GENERAL:

For flanges attached to weld fittings, bends, or not square with pipe, add 25%.

MISCELLANEOUS WELDING MH/EA.

SIZE (in) 1 1.5 2 3 4 6 8

STD

WELDOLET X.H.

100+

1.8 3 3.8 5 7 8.7 10

2.2 3.8 4.7 6.5 8.3 10 11

3 4.9 6.3 10.5 11.5 16 20

FITTINGS THREADOLET 3000 6000 1.8 2.9 3.8 5.1

2.2 3.7 4.7 6.6

COUPLING 3000 1.9 2.6 3.3 4.4

INCLUDES:

Layout, cutting, fitting, tacking and welding.

EXCLUDES:

Preheating, Grinding & Stress Relieving

GENERAL:

Coupling, at other than 90°, require 50% more man-hours. Elbolets require weldolet man-hours plus 50%.

CUTTING PIPE - THREADING PIPE MH/EA.

SIZE (in) 1 1.5 2 3 4

CUTTING 20/30/40 0.06 0.07 0.08 0.09 0.15

60/80 0.08 0.1 0.11 0.13 0.21

CUTTING & THREADING 100+ 0.11 0.14 0.15 0.18 0.28

20/30/40 0.11 0.13 0.14 0.16

60/80 0.13 0.16 0.17 0.19

6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

0.24 0.33 0.55 0.75 0.95 1.25 1.5 1.75 2.25 3.24 3.88 4.54 5.17 5.83 6.47

0.34 0.5 0.83 1.13 1.42 1.88 2.26 2.53 3.37 4.85 5.8 6.8 7.25 8.74 9.7

0.46 0.7 1.16 1.52 1.97 2.63 3.16 3.54 4.72 6.8 8.15 9.55 10.9 12.28 13.6

INCLUDES:

Flame or machine cutting & machine threading.

EXCLUDES:

Hauling, handling, make-ons & welds.

GENERAL:

Sizes 14" & larger are 3/8", 1/2" & 3/4" WALL RESPECTIVELY. If hand tools are used, add 50% to above units. For miter cuts, add 50% to above units.

SCREWED ON FITTINGS, FLANGES & VALVES MH/EA.

SIZE

ONE CONNECTION

(in)

PLAIN

0.75 1 1.5 2 3 4

0.26 0.33 0.44 0.48 0.61 0.77

BACKWELD ED 0.53 0.65 0.89 1.06 1.47 1.88

INCLUDES:

One connection only. Cutting, threading and refacing.

EXCLUDES:

Hauling and handling.

GENERAL:

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

HANGERS AND SUPPORTS MH/EA.

SIZE (in) 1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60

Straight Run Pipe

Spooled pipe

0.04 0.04 0.05 0.07 0.09 0.13 0.14 0.16 0.22 0.24 0.26 0.28 0.31 0.35 0.4 0.45 0.51 0.58

0.1 0.1 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.22 0.23 0.24 0.26 0.28 0.31 0.35 0.4 0.45 0.51 0.58

INCLUDES:

Installing supports under pipe, welding or bolting.

EXCLUDES:

Fabrication and hauling.

GENERAL:

Miscellaneous engineered hangers supports at 0.07 man-hours per lb.

ALLOY OR STAINLESS PIPE 1 ERECTING ALLOY OR STAINLESS PIPE SPOOLS Use same man-hours as those shown for carbon steel spools. 2 ERECTION JOINT WELD AND SOCKETWELD FITTINGS For both operations, adjust carbon steel man-hours by the following factors: Group 1 Group 2 Group 3 Group 4,5&6 Group 7

add add add add add

100% 75% 175% 125% 150%

3 FABRICATING PIPE Group 1 Group 2 Group 3 Group 4,5&6 Group 7 Note:

add add add add add

75% 50% 150% 100% 125%

Group 1, 0.50% Moly, 0.50 - 0.70% Chr., 0.85 - 1.10% Chr. Group 2, 1.05 - 1.45% Chr., 1.50 - 2.00% Chr., 1.75 - 2.25% Chr. Group 3, 2.00 - 2.50% Chr., 2.75 - 3.25% Chr., 4.00 - 6.00% Chr. Group 4, 6.00 - 8.00% Chr., 80.. - 10.00% Chr., 10.00 - 15.00% Chr. Group 5, 18 -8, 304, 316, 321, 347, Stainless Steels. Group 6, Copper, Brass, Everdure. Group 7, Aluminum & Monel.

SOLDER FITTINGS MH/EA. SIZE (in) 0.375 0.5 0.75 1 1.5 2 3 4

Coupling 0.16 0.22 0.28 0.43 0.85 0.96 1.95 2

ELL 0.17 0.23 0.29 0.44 0.9 1 2 2.25

TEE 0.24 0.33 0.42 0.63 1.26 1.44 2.91 3

FLG. 0.16 0.22 0.28 0.32 0.7 0.9 1.4 1.65

RED. 0.18 0.25 0.32 0.5 0.9 1 2 2.15

INCLUDES:

Handling, preheating and soldering of fittings.

EXCLUDES:

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

POLYVINYL CHLORIDE PIPE SIZE (in) 0.5 0.75 1 1.5 2 3 4 6 8 10 12

Pipe per L.F.* 0.09 0.091 0.092 0.096 0.098 0.11 0.116 0.13 0.154 0.19 0.218

Joints each** 0.215 0.223 0.23 0.279 0.338 0.452 0.565 0.722 0.82 1.019 1.246

Saddles each*** 0.385 0.393 0.41 0.449 0.508 0.622 0.735 0.892 0.995 1.021 1.326

Valves each* 0.135 0.162 0.174 0.248 0.35 0.84 1.23 1.56 1.93 2.52 3

ADPT 0.15 0.2 0.25 0.4 0.8 0.92 1.8 1.9

INCLUDES:

* 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 1.5". Branches 2" and larger are made with a tee. Add joint hours to valve handling. For lined valves use page 3.

FIBERGLASS REINFORCED PLASTIC PIPE SIZE (in) 2 3 4 6 8 10 12

Pipe per L.F. Joints each 0.17 0.172 0.174 0.179 0.194 0.238 0.308

0.68 0.91 1.13 1.45 1.64 2.04 2.45

Saddles each 1.02 1.24 1.47 1.78 1.98 2.36 2.78

Valves each 0.35 0.84 1.23 1.56 1.93 2.52 3

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.

SARAN AND RUBBER LINED PIPE AND FITTINGS SIZE (in)

Handle Pipe L.F.

1 1.5 2 3 4 6 8 10 12

0.195 0.224 0.245 0.292 0.341 0.39 0.492 0.589 0.735

Cut & Thread each. 0.322 0.438 0.479 0.517 0.739 1.315 2.209 3.475 5.26

Make-up Handle Joints each. Valves each. 0.175 0.315 0.36 0.49 0.633 0.709 0.797 0.895 1.005

0.295 0.436 0.568 1.42 2.08 2.76 3.56 4.32 5.08

INCLUDES:

Pipe hauling, erecting and 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.

LEAD LINED PIPE AND FITTINGS SIZE (in)

Handle Pipe L.F.

1 1.5 2 3 4 6 8 10 12

0.22 0.25 0.33 0.4 0.5 0.85 1.2 1.6 2.25

Cut & Thread each. 0.15 0.16 0.25 0.33 0.5

Make-up Joints each. 0.3 0.35 0.38 0.45 0.55

Butt Weld Incl. Lead Burn 0.9 1.1 1.3 1.55 1.85 2.5 3.4 4.35 5.55

INCLUDES:

Pipe hauling, erecting and aligning. Cutting and threading 2" and smaller by hand. Joints assembled and tightened. Manual arc weld and fusing of lead in joints.

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.

CEMENT LINED SCHEDULE 40 C. S. PIPE SIZE (in)

Handle Pipe L.F.

Pipe Cuts each.

6 8 10 12 14 16 18 20

0.3 0.38 0.48 0.6 0.71 0.94 1.05 1.31

0.65 1 1.2 1.45 2.3 2.95 3.7 4.65

Butt Welds Sleeve (2 90° Noz. each. Welds) each. Weld each. 2 2.6 3.1 4.1 5 6.6 8.6 10.4

3.3 4.6 5.7 6.9 7 9.2 10.4 12.4

6.1 7.3 8.3 11.4 13.9 18.2 22.8 27

24

1.65

5.9

13.3

15.5

INCLUDES:

Pipe handling, storage to site and erection. Manual arc weld and wetting cement in area. Installing sleeve, align & weld both ends.

EXCLUDES:

Bolt-ups, unloading to storage.

GENERAL:

Liming at cut to be square and flush with pipe. For flange bolt-ups, see page 5.

33.6

LOCAL STRESS RELIEVING MH/EA.

SIZE (in)

STD

X.H.

2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 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

4.9 5.3 6.1 7.2 8.2 9 9.6 10.4 11.2 11.9 12.3 12.9 16.2 19.4 22.7 25.9 29.1 32.4

20

7.4 8.1 8.5 9.6 10.3 11.2 11.7 12.4

30

40

SCHEDULE 60

7.4 8.1 8.9 9.6 10.3 11.6 12.4 13.3

4.5 5.1 5.3 6.5 7.4 8.1 9.3 10.3 11.2 11.9 12.8 14

7.7 8.9 10 11.1 11.9 12.8 13.7 14.9

INCLUDES:

Moving to site, connecting and disassembly of equipment, wrapping and insulating. Carbon steel butt, flange or nozzle weld.

EXCLUDES:

Preheating and welding.

GENERAL:

If 2 welds are closed enough to be treated together, apply the unit once. For alloy, double the above units.

HYDROSTATIC TESTING PIPE

Pipe Size (in)

MH/L.F.

1 2 3 4 6 8 10 12 14 16 18 20 24 30

0.025 0.028 0.036 0.046 0.029 0.033 0.038 0.043 0.051 0.056 0.063 0.072 0.086 0.109

INCLUDES:

Set-up, Install blinds, Fill, Test and Drain.

EXCLUDES:

Repair work, Re-testing.

GENERAL:

Assume Foreman and 3 Fitters. Assume lines filled at 50 G.P.M. (1" at 10 G. P. M.) Assume 1" thru 4" drained by 3/4" coupling every 100lf. Assume 6" larger drained thru coupling plus partly open line size flange.

HANDLING AND ERECTING STRAIGHT RUN PIPE MH/EA.

SIZE

SCHEDULE

(in)

10 TO 60

80 TO 100

120 TO 160

1 1.5 2 3 4 6 8 10 12 14 16 18 20 24 30 36

0.16 0.17 0.19 0.21 0.23 0.25 0.3 0.39 0.48 0.57 0.7 0.8 0.9 1.04 1.29 1.57

0.18 0.22 0.24 0.28 0.31 0.38 0.48 0.6 0.73 0.87 1.02 1.17 1.32 1.49

0.2 0.27 0.29 0.35 0.39 0.5 0.65 0.82 1 1.19 1.39 1.6 1.81 2.04

42 48 54 60

1.85 2.1 2.38 2.64

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.

d. Lbr. Code L-01

d. Lbr. Code L-02

Thread

Flange

Connection

Connection

Valve Intall

Cut

Prep

0.23 0.26 0.56 0.60 0.68 0.90 1.20 1.50

0.50 0.50 0.50 0.50 0.50 0.60 0.80 0.80 2.00 2.50 2.50 3.00 3.50 4.00 5.00 5.50 6.00 7.00 7.50 8.00 10.50 12.00

0.50 0.50 0.60 0.70 0.70 0.80 0.90 0.90 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 6.00 7.00 8.00 9.00 10.00

0.10 0.10 0.10 0.15 0.18 0.20 0.22 0.25 0.28 0.29 0.30 0.32 0.39 0.47 0.60 0.70 0.80 0.90 1.10 1.20 1.60 2.00

0.10 0.10 0.10 0.15 0.18 0.20 0.22 0.25 0.28 0.29 0.30 0.40 0.50 0.60 0.70 0.80 0.10 1.20 1.50 2.00 2.50 3.00

Install Valve

Screwed Joints

MH/EA

ST IN HOURS

A.

Flange Boltup

0.50 0.50 0.50 0.50 1.30 1.50 1.80 2.00 2.50 2.50 3.00 3.50 4.00 5.00 5.50 6.00 7.00 7.50 8.00

0.50 0.50 0.50 0.50 0.80 0.80 0.80 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50

0.40 0.50 0.60 0.70 0.80

URS Reinforced

Nozzle Welds Mitre Welds Socket Welds MH/EA. 4.60 1.40 0.60 5.60 1.70 0.70 6.00 1.80 0.80 6.60 2.00 1.00 8.00 2.40 1.30 9.60 2.90 11.00 3.30 12.00 3.60 14.00 4.20 16.60 5.00 20.00 6.00 25.00 7.50 29.60 8.90 32.60 9.80 37.00 11.10 42.00 12.60 46.60 14.00 56.00 16.80

Screwed Joints 0.50 0.60 0.70 0.90 1.20 1.50

69.60

20.90

Unit Rates to be established on a job by job basis

Unit Rates to be established on a job by job basis

d. Lbr. Code L-11

d. Lbr. Code

d. Lbr. Code L-50

d. Lbr. Code L-21

d. Lbr. Code

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

Multiplier 1.2 1.3 1.5 1.3 1.3 1.3 1.7 1.5 1.6

Fld. Lbr. Code L-70

L-80

L-91

L-92

L-93 o be evaluated n an individual

L-94

L-98

L-99

estimated at:

Page 2 3 4 5 6 7 8 9 10

11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

2,500

2.07 2.86 3.73 4.35 4.85 7.32 8.34

T WELDS A. SCHEDULE 80 0.80 0.90 1.10 1.40 1.80 2.50

100

120

2.80 3.80

140

160 1.00 1.30 1.60 2.10 3.00 4.90

3.30 5.10 6.60 9.60 12.40 16.40 19.50 25.20

4.60 6.80 9.90 13.20 19.50 21.80 26.00 35.80

6.00 9.40 12.20 16.20 20.70 25.60 31.90 43.50

7.50 11.40 15.30 19.20 25.00 29.90 37.00 49.30

8.60 13.10 17.90 22.70 27.70 33.70 40.80 59.30

80 2.20 2.60 3.10 4.40 5.60 7.50 8.90 12.60 17.00 22.70 26.80 30.10 35.40

100

120

140

160 3.10 4.00 5.30 6.60 8.60 13.90 21.50 32.80 39.20

WELDS A. SCHEDULE

12.00 16.40 23.50 28.90 36.50 44.10

7.00 10.90 15.20 21.10 28.70 34.60 41.40

18.60 27.30 34.70 38.90

OZZLE WELDS A. SCHEDULE 80 5.40 5.90 7.90 10.00 12.80 14.50 20.20 26.30 34.50 40.10 45.00 55.50

100

19.80 26.00 35.50 44.00 54.80 59.50

120

12.50 18.50 24.50 31.00 39.50 46.80 57.50

140

29.30 34.80 44.60 52.60

160 7.70 9.90 12.00 15.30 23.10 32.80 39.10 47.70

WELDS r Than 90°) A. SCHEDULE 80 2.90 3.60

100

120

140

160 4.10 5.40

4.10 5.90 7.60 10.10 11.70 16.60 22.90 30.10 35.30 40.60 46.90

15.90 21.80 24.20 38.40 48.70 59.10

9.40 14.50 20.10 28.10 38.60 45.90 54.80

25.10 36.20 45.70 51.60

7.10 8.90 11.40 18.40 28.60 43.70 52.20

OZZLE WELDS r Than 90°) A. SCHEDULE 80 7.10 8.30 10.50 13.50 17.10 21.60 26.00 35.40 45.90 52.90 59.50 71.30

100

26.40 32.10 45.70 52.60 65.70

120

32.80 44.50 51.70 62.20 82.60

140

160

39.80 48.90 60.80

10.20 13.30 16.10 20.20 31.40 44.50 53.20 70.90

COUPLING 6000 2.30 3.20 4.00 5.50

S'K'T' WELD 40/80 100+ 0.60 0.70 0.90 1.20 1.00 1.50 1.40 2.00

TTACHMENT A

HREADING 100+ 0.16 0.20 0.22 0.24

BEVELS A. SCHEDULE 80

100

120

140

160

TTACHMENT A

0.17 0.23 0.27 0.38 0.52 0.75 1.03 1.60

0.62 0.93

0.35 0.43 0.68

0.20 0.27 0.35 0.52

TTACHMENT A

TTACHMENT A

TTACHMENT A

FLANGE WELDS W.) A. ULE 80 0.25 0.27 0.55 0.63 0.90 1.17 1.80 2.50

100 1.62 2.15 3.00

120 0.80 1.15 1.70 2.45 3.40

140 2.15 2.95 3.95

160 0.40 0.43 0.45 0.63 0.80 1.35 2.25 3.40 4.75

3.15 4.05 5.40 6.65 8.40 -

3.95 4.95 6.10 7.85 9.35 -

4.50 5.40 7.10 8.85 10.50 -

5.25 6.55 7.65 10.10 12.00 -

5.95 7.65 9.50 11.50 13.70 -

80

100

120

140

160

4.90 5.30 6.10 7.20 8.20 9.30 10.50 11.70 12.60 13.70 14.60 16.10 -

8.90 10.00 11.40 12.40 13.70 14.50 16.10 17.70 -

6.30 7.20 9.30 10.30 11.90 13.30 14.00 15.20 16.80 18.40 -

9.80 11.10 12.00 13.80 14.90 16.10 17.50 19.60 -

5.30 6.10 6.80 8.60 10.30 11.30 13.00 14.50 16.10 17.70 19.40 21.90 -

RELIEVING A. ULE

apping and insulating.

Pipe Spools

g multipliers.

sed, alloy multiplier will not apply.

Multiplier 1.75 2.00 2.50 2.00 2.00 2.00 3.00 2.50 3.00

Multiplier 1.70 1.85 2.20 1.95 1.70 1.85 3.00 2.30 2.55

RROUS FITTINGS A. ADPT 0.15 0.2 0.25 0.4 0.8 0.92 1.8 1.9

UNION 0.18 0.25 0.35 0.55 1.00 1.15 2.25 2.75

CAP /PLUG 0.08 0.11 0.14 0.22 0.42 0.5 0.95 1.00

VLV. 0.35 0.4 0.45 0.6 1.15 1.25 2.5 3.00

er extra weight.

e handling units to cover extra weight..

PATCH CEMENT EA. 0.40 0.50 0.60 0.70 0.80 0.90 1.10 1.30 1.50

ne size flange.

setting in place.

tting in place.

2500

2.07 2.86 3.73 4.35 4.85 7.32 8.34 -

-

T WELDS A. ULE 80 0.80 0.90 1.10 1.40 1.80 2.50 3.30 5.10 6.60 9.60 12.40 16.40 19.50 25.20

100 4.60 6.80 9.90 13.20 19.50 21.80 26.00 35.80

120 2.80 3.80 6.00 9.40 12.20 16.20 20.70 25.60 31.90 43.50

140 7.50 11.40 15.30 19.20 25.00 29.90 37.00 49.30

160 1.00 1.30 1.60 2.10 3.00 4.90 8.60 13.10 17.90 22.70 27.70 33.70 40.80 59.30 -

ply the above units thro 6" by .5

EE NOZZLE WELDS MH/EA.

SCHEDULE

OZZLE WELDS A.

80

100

120

140

160

2.20 2.60 3.10 4.40 5.60 7.50 8.90 12.60 17.00 22.70 26.80 30.10 35.40 -

12.00 16.40 23.50 28.90 36.50 44.10 -

7.00 10.90 15.20 21.10 28.70 34.60 41.40 -

18.60 27.30 34.70 38.90 -

3.10 4.00 5.30 6.60 8.60 13.90 21.50 32.80 39.20 -

SCHEDULE 80

100

120

140

160

5.40 5.90 7.90 10.00 12.80 14.50 20.20 26.30 34.50 40.10 45.00 55.50 -

19.80 26.00 35.50 44.00 54.80 59.50 -

12.50 18.50 24.50 31.00 39.50 46.80 57.50 -

29.30 34.80 44.60 52.60 -

7.70 9.90 12.00 15.30 23.10 32.80 39.10 47.70 -

80

100

120

140

160

2.90 3.60 4.10 5.90 7.60 10.10 11.70 16.60 22.90 30.10 35.30 40.60 46.90

15.90 21.80 24.20 38.40 48.70 59.10 -

9.40 14.50 20.10 28.10 38.60 45.90 54.80 -

25.10 36.20 45.70 51.60 -

4.10 5.40 7.10 8.90 11.40 18.40 28.60 43.70 52.20 -

WELDS r Than 90° ) A.

SCHEDULE

-

-

-

-

-

100

120

140

160

39.8 48.9 60.8

10.2 13.3 16.1 20.2 31.4 44.5 53.2 70.9

NOZZLE WELDS er Than 90°)

A.

CHEDULE 80 7.1 8.3 10.5 13.5 17.1 21.6 26 35.4 45.9 52.9 59.5 71.3

26.4 32.1 45.7 52.6 65.7

32.8 44.5 51.7 62.2 82.6

BEVELS

A.

CHEDULE 80 0.17 0.23 0.27 0.38 0.52 0.75 1.03 1.6

100

0.62 0.93

120 0.35 0.43 0.68

140

160 0.2 0.27 0.35 0.52

ND FLANGE WELDS

A.

CHEDULE 80 0.2 0.25 0.27 0.55 0.63 0.9 1.17 1.8 2.5 3.15 4.05 5.4 6.65 8.4

100

1.62 2.15 3 3.95 4.95 6.1 7.85 9.35

120

0.8 1.15 1.7 2.45 3.4 4.5 6.4 7.1 8.85 10.5

140

160

2.15 2.95 3.95 5.25 6.55 7.65 10.1 12

0.4 0.43 0.45 0.63 0.8 1.35 2.25 3.4 4.75 5.95 7.65 9.5 11.5 13.7

G

COUPLING 6000 2.3 3.2 4 5.5

G & THREADING 100+ 0.16 0.2 0.22 0.24

SOCKET WELD 40/80 100+ 0.6 0.9 1 1.4

0.7 1.2 1.5 2

UNION 0.18 0.25 0.35 0.55 1 1.15 2.25 2.75

CAP PLUG 0.08 0.11 0.14 0.22 0.42 0.5 0.95 1

VALVE 0.35 0.4 0.45 0.6 1.15 1.25 2.5 3

E Patch Cement each. 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.3

1.5

S RELIEVING

A.

CHEDULE 80 4.9 5.3 6.1 7.2 8.2 9.3 10.5 11.7 12.6 13.7 14.6 16.1

100

8.9 10 11.4 12.4 13.7 14.5 16.1 17.7

120 6.3 7.2 9.3 10.3 11.9 13.3 14 15.2 16.8 18.4

140

160

9.8 11.1 12.3 13.8 14.9 16.1 17.5 19.6

5.3 6.1 6.8 8.6 10.3 11.3 13 14.5 16.1 17.7 19.4 21.9

ine size flange.

#REF!

"T" - SPECIAL EQUIPMENT Control Code Fid. 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 T-80 Processing Media T-90 Miscellaneous Field Purchase Material For normal Refinery/Chemical fluid processing plants, estimate manhours thus:

Shop assembled equipment

20

MH/Ton

Field assembled equipment

60

MH/Ton

Comments: The use of MH/$ Mat 1 should be avoided if possible. Weight can 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 manhours for each type of equipment. Electrical turbine-generator erection manhours, for machines under 50,000 KW, can be estimated using standard manhours 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 o Special package systems. o Elevators not in a building. o Erection and startup supervision by vendor if required. o All major vacuum equipment - etc.

Excludes o Machine tools and laboratory equipment within refinery buildings.

o Monorails and building service cranes, hoists, etc. o Structures and foundations supporting this equipment. o Elevators within a building to be charged to .14 "R" Accounts. o Vacuum equipment furnished with condenser. o All major vacuum equipment (i.e. - ejectors, vacuum pump, and exhausters). Minor vacuum specialties are included with piping

specialities.

"J" - 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 neumatic. It also includes the instrument air supply piping fro the first block valve of an air header to the instrument and weatherproofing (except steam tracing and insulation) of this instrument to ensure satisfactory operation regardless of climatic conditions. Excludes The installing and supporting of conduit and wire, steam tracing, insulation, steam and condensate piping to instrument shelter heater coils, instrument Air Headers (sub-headers are inluded in this account), and instruments supplied as an integral part of a piece of equipment. Control Code J-01 J-11 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 J-75 J-81

Description 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 contrrol computer Local control panels Local panel mounted instruments Control valves (material only) Relief valves (material only) Instrument shelters Analkyzzers and package control systems Single tubing (pneumatic transmission) Mutitubing (pneumatic transmission) Raceway and tray Instrument air subheader (labor only) Installation and support materials (material only) Loop check (labor only)

J-82

Calibration and testing (labor only)

J-01

Prefabricate Instrument Supports (Labor only).

Note:

Direct field labor costs for on site prefabrication and preassembly 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 Stands). Excludes Hours to install (with J-1*) Prefabrication and Assembly Fabricate Strong Backs Fabricate Pipe Stands Fabricate Pipe Saddles Fabricate Steel Pots

J-11

Unit ea. ea. ea. ea.

Man-hours Incl. W/Piping Fabrication & Installation

12 6 9

Field mounted receivers, controllers.

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"). 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 ot 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. Testing, Inspection and calibration of field instruments and instrument connection piping ( J-80 account). Instrument Installation Field Major Vendor Flow Transmitters, Controllers, Level Indicator, Recorders E or P Pressure Indicator, Recorders E or P Temperature Indicator, Recorders E or P Note:

J-12

When insulated and traced tubing is used for process connections add 20% to above man-hours for flow, level and pressure instruments only. Field mounted flow instruments

Orifice Plates (flgs. And meter runs "L" Acct.) Flow Tubes and Venturis (In "L"Account) Ratometer and sight glasses (Sight Glass "L" Account) Magnetic Flow Meters (In "L" Account) Turbine Meters (In "L" Account) Flow Switches Target Type Flow Switches D/P Type Pitot Tubes J-14

Field mounted level instruments Displacement Level Instrument Ext. Cage Displacement Level Instruments Internal Displ. Float Level Switches Capacitance Level Instruments Gauge Glasses Tank Gauges Boiler Sight Glasses Water Columns

J-16

Field mounted pressure instruments Pressure Gauges Draft Gauges (Incl. Tubing) Differential Pressure Gauges Differential Pressure Switches Pressure Switches

Note:

J-18

When diaphragm seals, siphons or dampeners are used with above instrument add one hour to above man-hours Field mounted temperature instruments Termocouples Assemblies and Wells Reactor Thermocouples Dial Thermometers and Wells Remote Thermometers Temperature Switches

J-19

Miscellaneous field mounted instruments Solenoid Valves Miscellaneous Relays

J-21

Main control panel and rack Solenoid Valves Miscellaneous Relays

Includes Labor to handle the main control panel section (unloading, moving to control house, uncrating), setting, bolting sections together, installing filler sections and console desks. Control House Panels and Unit Manhours Panel Mounted Instruments Unload Panel board from truck, skid into position & set on foundation

Note:

J-22

If control panel is shipped in sections add for each unit connection 4.0 manhours. Console Desk Main panel instruments and control systems

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 ading new cut out and hook up add 8.0 manhours.

Excludes Labor to connect electrical wire from the field to the board and terminal stips for 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. (Singlee Tubing, J-71 account; multitubing, J-72 account)

Panel Mounted Instruments (Face of Panel) J-26

Process contrrol computer

Includes Labor to handle the main section (unloading, moving to control house, uncrating), setting, bolting sections together, installing filler sections and console desks. Setting of auxiliary equipment such as key punch machine, decollator, etc.

Process computer - Set in Place Excludes Labor to connect electrical wire from the field to the computer (P account). Any equipment required to maintain a suitable environment in the computer room (R account).

J-31

Local control panels

Includes The material and labor for furnishing and installing local control panels. Note:

Some local panels are small in size such as 2' - 0" H x 2' - 0" W. For this type of local panel allow 4 manhours 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 J-32

Local panel mounted instruments

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 Excludes The labor to connect Pneumatic signal transmission tubing from field instrument to terminal bulkheads with J-71 ro 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 mhrs ea. J-50

Instrument shelters

Includes Labor for Pre-assembling and installing instrument housing or shelters of the heated or unheated type. Excludes Labor fro steam tracing ( L - 10 account) and insulation (N-30 account) of instruments and inbstruments 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 instrument Shelters - Walk-In Type

Instrument Enclosure Heater Shelter J-60

Analkyzzers and package control systems

Inscludes Labor to install all parts of instrument systems puchased as a unit ( Boiler Control Sydtem, etc.). Instruments identified on the P&ID as one instrument, but which actually consist of several instrument, I.e., density analyzer, chromatograph, moisture analyzer. These instruments maybe 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 inclded 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 Analyzers - with sampling conditioning systems Analyzers - Portable type such as ph analyzers Boiler Control System Treat as normal estimate, count instrument and apply unit manhours per instrument, and compile total manhours for this package. Other package controls - Allow 25 mhrs/$1,000 Noter: J-71

25 mhrs/$1,000 is not standard. This allowance depends on type of system, escalation, etc. Single tubing (pneumatic transmission)

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 Transmisssion (Copper or Plastic) 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 (J-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

Mutitubing (pneumatic transmission)

Includes Installation labor of all multitube bundles transmitting pneumatic signals, including connectors and junction boxes. 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 multitube bundles. Excludes Multitube supports unistrut or other (J-73 account). Single tubing installation (J-71 account). Multitube and Junction Box Multitube Connections Junction Box J-73

Raceway and tray

Includes Installation labor for all raceway and tray used specifically for the support of instrumentation multitube bundles.

Raceway and Tray Excludes Support 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 subheader

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 pipng to an instrument after the first block valve on the instrument air subheader (J-X account). Instrument Air Subheader Galvanized Pipe 1" and under Galvanized Pipe 2" and up J-81

Loop check (labor only)

Includes the labor necessary to ensure that: a b c

all instruments perform their intended function. all components are properly connected. all components respond correctly.

also Includes testing and inspection of instrument air subheader and connection lines.

Loop Check Testing of instrument air subheader Testing instrument connection lines Testing thermocouple leads Alarm loops J-82

Calibration and testing (labor only)

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 connecting "moan lists" resulting from P&ID checks, testing and calibration. (See respective "J" installation account). Test and Calibration Field Instruments Panel Instruments Control and Relief Valves Analyzers (May vary with type) Note:

In definitive estimates use above unit rates. In conceptual estimates use allowance of 12% of other "J" manhours.

(Y10)

Instrumentation Scaffolding

That portion of the scaffolding manhours (Y10) attributable to instruments may be estimated at: 3% of total "J" manhours. 4% of total "J" manhours, excluding J21, J22, J26 and J60.

Fld. Lbr. Code J-01 J-10 J-10 J-10 J-10 J-10 J-10 J-21 J-22 J-26 J-31 J-32 J-50 J-60 J-71 J-72 J-73 J-74 J-81

J-82 Fld. Lbr. Code J-01

Fld. Lbr. Code J-10

Unit ea. ea. ea.

Man-hours 24 18 5

Fld. Lbr. Code J-10 Unit

Man-hours

ruments only.

ea.

3

ea.

3

ea. ea. ea.

4 24 6

Fld. Lbr. Code J-10 Unit ea. ea. ea. ea. ea. ea. ea. ea.

Man-hours 28 8 18 10 16 20 10 27

Fld. Lbr. Code J-10 Unit ea. ea. ea. ea. ea.

Man-hours 2 47 24 24 8

Fld. Lbr. Code J-10 Unit ea. ea. ea. ea. ea.

Man-hours 2 15 2 5 5

Fld. Lbr. Code J-10 Unit ea. ea.

Man-hours 3 3

Fld. Lbr. Code J-21 Unit ea. ea.

Man-hours 3 3

house, uncrating),

Instruments Unit lf.

Man-hours / lf 3

ea.

4

ction 4.0 manhours.

Fld. Lbr. Code J-22

ips and air header.

for both pneumatic e panel bulkhead

Unit ea.

Man-hours 5

Fld. Lbr. Code J-26

ecollator, etc.

room (R account).

Unit ea.

Man-hours 60

Fld. Lbr. Code J-26

thermocouple

Unit lf.

Man-hours/lf 3

Fld. Lbr. Code J-32

er control devices

Unit ea.

Man-hours/lf 4

ment to terminal bulkheads om field instruments to their

Fld. Lbr. Code J-50

heated or unheated type.

struments and

er coils (L-10 account). Unit ea.

Man-hours/lf 60

ea. ea.

4 10

Fld. Lbr. Code J-60

ontrol Sydtem, etc.).

sist of several instrument,

e recorder on the main package and inclded

ce of equipment

Unit ea. ea. Syst.

Man-hours/lf 250 10

nhours per instrument,

Syst.

ype of system, escalation, etc. Fld. Lbr. Code J-71

ube bundles

Unit lf.

Man-hours/lf 0.3

able (J-X account).

t of the lead-in

Fld. Lbr. Code J-72

uding connectors

s, when all or part

Unit lf. ea. ea.

Man-hours 0.5 1 4

Fld. Lbr. Code J-73

nstrumentation

Unit lf.

systems (P account). Fld. Lbr. Code J-74

Man-hours 1

ock valve on the instrument

Unit lf. lf.

Man-hours/ft 0.5 0.6

Fld. Lbr. Code J-81

Unit ea. lf. lf. ea. ea.

Man-hours 4 0.04 0.04 1 1

Fld. Lbr. Code J-82

ments, testing of relief

libration. (See respective

imates use allowance of

Unit ea. ea. ea. ea.

Man-hours 4 4 4 25

ay be estimated at:

"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, ladder and cages, handrail and toe plates, grating. Checkered plate not supplied with equipment. Structural Enclosures - Including siding, roofing, doors, etc. associated with steel or concrete structure to act as protection from the elements during operation or maintenance. Includes pumps or compressor shelters, elevator shaft siding, conveyor covers, etc. Excludes Concrete pipe slippers poured as foundation. - "Q" Account. Steel framing for buildings. - "R" Account. Pipe hangers and insulation shoes. - "L" Account. Instrument tubing raceway or raceway supports. - "J" Account. Electrical or instrument supports, hangers, stands. - "P" or "J" Account Fireproofing of structural steel or vessel skirts. - "N" Account. Welding rod or other consumables. - Distributable Account. Foundation. "Q" Account. Field Painting. - "X" Account. Temporary slabs used for precasting concrete. - Distributable Account. Marine Structures. - "Q" Account. Concrete Pipe Stanchions. "Q" Account. Concrete Structures. - "Q" Account.

Control Code Fld. Lbr. Code ** M-10 Steel structures and Enclosures

Includes the labor cost associated with the furnishing and erection, bolting, riveting, cutting, welding and burning of steel structures supporting and/or enclosing permanent plant equipment. Includes steel platforming floor grating, stair, ladder 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 willl be included in the "R" account. Excludes roofing and siding (including windows and doors) attached to said structures (with code R25) and concrete decking (with Q Account). Light Steel Heavy Steel Very Heavy Steel

(Less than 17LB/LF) (17 to 45 LB/LF) (Over 45 LB/LF)

40 20 10

MH/TON MH/TON MH/TON

For Precast Fireproofed Steel Members add 6 MH/TON of steel. ** M-20 Platforms, Stair, Ladders and Handrails

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

45 MH/TON

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

30 LB/SF

Ladders and cages

22 LB/LF

Handrail and toe plate

11 LB/LF

Stair treads (Grating)

30 LB/EA

Grating for checkered plate other than part of vessel platforms ** M-30 Steel Pipe Stanchions

Includes the labor costs associated

0.1 MH/SF

25 MH/TON

with the furnishing and erection, bolting, riveting, welding, cutting and burning of sructural steel pipeways or pipe stanchions. For major pipeways use manhours listed on M-10. ** M-40 Miscellaneous Structural Steel

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. ** M-50 Other Structures

Includes the furnishing, fabricating and erecting of wharves, bridges, loading platforms, etc. ** Add 10% for each 40 ft of elevation above initial 20 ft to each of the above accounts.

(Y10) Steel Scaffolding) That portion of the scaffolding manhours (Y10) attributable to steelwork is estimated at zero.

50 MH/TON

M-10

M-20

M-30

M-40

M-50

"N" - INSULATION & FIREPROOFING Includes All external vessel, equipment and pipe insulation. Fireproofing of vessel skirts, vessel legs, structural steel and equipment support 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 Rental or purchase price of Gunite nozzles, compressors, trowels, etc. Erection of precast fireproofed steel members Scaffolding for columns and vessels (usually S/C)

Instrument Housing

N10 Piping Insulation EFFECTIVE LINEAR FOOTAGE Actual Take-off x Fitting Factor = Effective Linear Feet. 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 (Inch)

Normal Hot (Excluding Flanges & Valves)

Traced & Chilled Water Includes Flanges & Valves

Cryogenic

On Plot 1/2 thru 1 1/2 2 thru 4 6 thru 8 10 thru 14 16 & larger

1.96 1.65 1.46 1.35 1.24

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 1/2 thru 6 8 & larger

1.13 1.09

Instruments are usually priced per each.

MANHOUR UNIT RATES Manhour per Effective L.F. (ELF) Calcium Silicate w/ .016" Aluminum Jacket Pipe Size (Inch) 2 3 4 6 8 10 12 14 16 18 20 24 30

1"

Thick 0.18 0.19 0.19 0.21

1 1/2" Thick 0.20 0.21 0.21 0.25 0.34 0.36 0.42 0.46 0.50 0.54 0.60 0.78 1.11

2"

Thick 0.21 0.22 0.25 0.33 0.34 0.38 0.46 0.51 0.56 0.61 0.67 0.94 1.24

2 1/2" Thick 0.25 0.26 0.26 0.34 0.36 0.42 0.51 0.57 0.63 0.68 0.79 1.14 1.49

3"

Thick

0.40 0.44 0.52 0.57 0.65 0.70 0.81 1.17 1.51 1.73

Manhours include Supervision, Material Handling and Scaffolding. For low temperature work, multiply the above by 3.

N21 Hot Equipment Insulation MH' per Effective Square Foot Thickness (Inch) 1 1 1/2 2 2 1/2 3

Large Shells 0.38 0.39 0.41 0.44 0.48

Exch. Shells Large Heads Exch. Heads 0.41 0.77 1.02 0.42 0.78 1.04 0.44 0.81 1.04 0.47 0.84 1.10 0.51 0.89 1.16

Square Footage is figured from the O.D. of the insulation Effective Square Foot - Actual Square Foot x Fitting Factor. For typical refinery equipment, this fitting factor will be approximately 1.1. For equipment with a large number of nozzle or stiffener rings, use a factor of 1.3. For Mineral Wool use 95 percent of above manhours. For Stainless Jacket use 105 percent of above manhours. For each inner layer of multi-layer work, use 75 percent of above rates, which will exclude the jacket.

N22 Cold Equipment Insulation MH' per Effective Square Foot Thickness (Inch) 1 1 1/2 2 2 1/2 3

Large Shells 0.86 0.88 0.92 0.99 1.08

Exch. Shells Large Heads Exch. Heads 0.92 1.73 2.30 0.95 1.76 2.34 0.99 1.82 2.41 1.06 1.89 2.48 1.15 2.00 2.61

These unit-rates include fitting of insulation, buttering joints, installing vapor barier 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% of above rates, which will exclude the jacket, vapor-barier and mastic work.

N30 Fireproof Vessel Skirts Usually required on skirt of all vertical vessels containing liquid hydrocarbons. Area includes outer surface and inner surface as required by specifications.

2" Gunite with 1/2" sq. mesh embedded

Allow 0.2 MH/SF

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

Allow 60 MH/CY Allow 12°MM/SF

Intumescent Paint 2 Hour = 1/2" Thick build Up 3 Hour = 1 1/16" Thick Build Up

Allow .06 MH/SF Allow .13 MH/SF

N50 Miscellaneous Fireproofing 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.

Evaluated on an Individual Job basis

N60 Soundproofed (Y10) Insulation Scaffolds) That portion of the scaffolding manhours (Y10) attributable to insulation fireproofing may be estimated at zero since, for this letter account only, scaffolding manhours are included in all unit rates above.

Evaluated on an Individual Job basis

* Suitable for pouring of joints and patching steelwork which has been fireproofed off site. Assume 0.7 CY for each field joint.

3 1/2" Thick

0.59 0.67 0.72 0.85 1.23 1.53 1.82

low 0.2 MH/SF

"P" - ELECTRICAL GENERAL These standard provides the estimator a referance tools to develop estimates. When the manhour units are used for the installation of electrical equipment and materials, the following must be considered: 1 2 3 4 5 6

Type of construction Position relative to the ground level Concentration of work in the area Quantities Weight Associated items of material.

Includes Installation of all electrical materials. Distribution, power and control, emergency, lighting, fire alarm and communication equipment. Interconnecting conduit, tray, wire and cable. Grounding, cathodic protection, electric heat tracing and overhead distribution systems. Excludes Electrical equipment foundations. Conduit racks and supports between pipe atanchions, when detailed and located on structural drawings. Motor drivers. Fences around Electrical equipment. Electrical services in buildings, if subcontracted. Temporary electrical facilities. Excavation and concrete work.

Control Code P-10 ELECTRICAL EQUIPMENT

Fld. Lbr. Code

P-11 Distribution Equipment

Includes all labor cost associated with the handling, setting and testing of the following electrical equipment: High voltage master substations, power transformer, 15 KV switchgear, distribution transformer associated with power distribution system (see Control Code P-50) and all device for the distribution and control of electrical power to plant substations. Exclude Motor Lighting Transformers All wire and cable connections Small Transformers on poles. High Voltage Master Substation I-beam and/or box steel structures Lattice steel structures

UNIT MANHOURS 15.00 35.00

15 KV METALCLAD SWITCHGEAR 500 MVA-1200 A ACB-2000 A ACB 750 MVA-1200 A ACB-2000 A ACB 1000 MVA-1200 A ACB-2000 A ACB-3000 A ACB Starters-Full Voltage Induction Starters-Reduce Voltage Induction Generator-ACB and Control Starters-Full Voltage Synchronous Starters-Reduced Voltage Synchronous 600 A Fused Switch-1200 A Unfused Switch 1200 A Fused Switch

Control Code P-11 Distribution Equipment

(Continued)

Power and Distribution Transformers - Oil Immersed, Self Cooled, Three Phase MH/EA WT-LBS 112 1/2 KVA 32 2,900 150 KVA 36 3,100 225 KVA 44 4,000 300 KVA 51 5,000 500 KVA 65 7,000 750 KVA 78 10,000 1,000 KVA 90 12,000

MANHOURS/EACH Indoor 60.00 65.00 95.00 +15 +30 +30 +30 +60 25.00 30.00

Fld. Lbr. Code

1,500 2,000 2,500 3,750 5,000 7,500 10,000 12,000 15,000 20,000 25,000 30,000

KVA KVA KVA KVA KVA KVA KVA KVA KVA KVA KVA KVA

110 125 140 170 195 235 270 295 327 375 417 455

15,000 16,000 19,000 27,000 33,000 43,000 46,000 55,000 65,000 91,000 106,000 130,000

Fused Primary Switch (on XFMR) Transition Connection Throat Connection Neutral Grounding Resistor Metal-Clad Primary Fused Switch ( 5KV & 15KV ) Disconnect & Remove Existing Transformer Remove Bushings & Pressurize for Storage

Control Code P-11 Distribution Equipment

(Continued)

MH/EA +10 30 50 30 30 40% above MH's 30% above MH's

Fld. Lbr. Code

BUS DUCT - Three Phase, Non-segregate AMPACITY

800 1200 1600 2000 3000 4000 P-12 Distribution Equipment

600V 0.80 0.90 1.15 1.30 1.90 2.50 (Continued)

MH/LF Bus 5KV 1.20 1.40 1.70 2.00 3.00 4.00

15KV 1.40 1.60 2.00 2.30 3.40 4.60

Includes all labor cost associated with the handling, setting and testing of the electrical equipment: 5 KV and 600 V switchgear, 5 KV and 600 V motor control centers, motor starters and circuit breakers, local controls (e.g., pushbuttons stations), power distribution panel boards. MANHOURS/EACH Indoor 5 KV METALCLAD SWITCHGEAR 75 MVA-1200 A ACB 250 MVA-1200 A ACB-2000 A ACB

30 45

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 Swith-1200 A Unfused Switch 1200 A Fused Switch

Control Code P-12 Power And Control Equipment

(Continued)

60 +10 +20 +20 +20 +40 20 25

Fld. Lbr. Code

600 V 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 Generator-ACB and Control

9 11 18 24 30 40 +5 +10 +10

MOTOR CONTROL CENTER - CUBICLE TYPE 2300V MCC 200MVA

2300V and 4160V MANHOURS/EACH

4160V MCC 400MVA Indoor

FULL VOLTAGE NON-REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP FULL VOLTAGE REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP REDUCED VOLTAGE NON-REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 700 A 4500 HP REDUCED VOLTAGE REVERSING-INDUCTION 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP

25 30 35 35 40 45 40 45 55 60 50 60 65

FULL VOLTAGE NON-REVERSING-SYNCHRONOUS 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP REDUCED VOLTAGE NON-REVERSING-SYNCHRONOUS 200 A 700 HP 1250 HP 400 A 1500 HP 2500 HP 700 A 2500 HP 4500 HP

35 40 45 45 55 60

MANHOURS/EACH Indoor 600 V MOTOR CONTROL CENTER - CUBICLE TYPE AND PREFABRICARED SWITCHRACK FULL VOLTAGE NON-REVERSING Size 1 1 x 20" Wide 10 HP Max 3 2 2x 20" Wide 25 HP Max 4 3 2x 20" Wide 50 HP Max 6 4 2 1/2 x 20" Wide 100 HP Max 9 5 3 1/2 x 20" Wide 200 HP Max 16 6 6x 30" Wide 400 HP Max 22 FULL VOLTAGE REVERSING Size 1 1 1/2 x 20" Wide 5 2 1 1/2 x 20" Wide 6 3 4x 20" Wide 14 4 4 1/2 x 20" Wide 16 5 6x 20" Wide 18 6 6x 40" Wide 30 REDUCED VOLTAGE NON-REVERSING Size 2 3 1/2 x 20" Wide 14 3 4x 20" Wide 16 4 4 1/2 x 20" Wide 18 5 6x 20" Wide 20 2 @ 30" 6 12 x Wide 38 TWO-SPEED FULL VOLTAGE NON-REVERSING Size 1 1 1/2 x 20" Wide 5 2 2 1/2 x 20" Wide 9 3 4x 20" Wide 14 4 4 1/2 x 20" Wide 16 5 6x 20" Wide 18 6 6x 30" Wide 22

MANHOURS/EACH Indoor Outdoor Walk-In AIR CIRCUIT BREAKERS MOLDED CASE TYPE 100 A 1/2 X 20" Wide 225 A 1 x 20" Wide 400 A 2 x 20" Wide

3 5 8

4 6 10

5 7 12

600 A 2 x 800 A 2 1/2 x 1000 A 2 1/2 x 1200 A 2 1/2 x SWITCHGEAR TYPE 225 A 3 x 600 A 3 x 1600 A 6 x

20" Wide 20" Wide 20" Wide 20" Wide

9 13 14 16

11 16 17 19

13 19 20 22

20" Wide 20" Wide 30" Wide

11 13 30

15 17 40

19 21 50

Local Control

600 V Individual Mounted Combination Starters-FVNR Size 1 2 3 4 5 Combination Starters-FVNR Size 1 2 3 4 5 Circuit Breakers Molded Case Type Frame F 100A J 225A K 400A L 600A M 800A Power Type AK-15 225A AK-25 600A AK-50 1600A AK-75 3000A AK-100 4000A AL-100 6000A Starter FV Starter FV Push Buttons Weld Receptacle w/ 100A CB Weld Receptacle w/ 225A CB Note: Add support MH's (31 Steel)

MANHOURS/EACH Support Units

Indoor NEMA 1 & WP NEMA 2 3&4

2 3 4 6 10

6 8 12 20 30

7 9 15 25 35

3 4 5 7 11

8 10 15 25 35

9 12 18 30 40

1 2 2 2 3

5 8 10 12 15

6 9 12 15 18

4 4 5 7 8 10 +1 +60% 1 2 2

10 12 15 30 45 60 +5 +40% 2 6 9

12 15 20 35 50 65 +8 +40% 3 7 10

1 Unit

MH 3.00

MH 3.50

Equipment Support Fabrication & Erection Unistruct Light Steel

150 250

MH/Ton MH/Ton

Control Code P-13 Emergency and Standby Equipment

Fld. Lbr. Code

Includes all labor costs associated with handling, setting and testing of the following electrical equipment: Emergency generators, static inverters and an interrupted power supply (UPS) system (including batteries and battery charging facilities).

Diesel Generators Size 100-500 KW 550-1000 KW 1100-2000 KW 2100-3000 KW 3100-4000 KW Batteries & Racks Size 40-80 Amp-Hr 100-160 Amp-Hr 200-360 Amp-Hr 400-580 Amp-Hr 600-960 Amp-Hr 1000-1800 Amp-Hr Battery Chargers Sizes 15-30 Amps 35-100 Amps 150-200 Amps 300-400 Amps

MANHOURS/EACH 300 600 900 1200 1400 MANHOURS (per cell) 1.5 2 2.5 3 4 5 MANHOURS/EACH 25 40 50 60

P-14 Lighting Equipment Includes all labor costs associated with the handling, Installing and testing the following lighting equipment: Transformers and panels, fixtures, switches and receptacles, poles and/or lighting standards with outreach arm for street lighting and area flood lighting. Ecludes pole mounted lighting system transformers, pole mounted light standards (see Control Code P-50). Illuminator for gauge glass (with "J" Acct.). Supports, and building lights if subcontracted.

Transformers 10, 480 V - 120 / 240 V KVA MH/EA WT-LBS 3 6 83 5 7 116 7.5 9 140 10 10 160 15 12 250 25 16 320 37.5 19 430 50 22 600 75 26 750 100 30 1150 167 38 1550

30, 480 V - 208 / 120 V MH/EA WT-LBS 3 6 70 6 8 150 9 10 260 15 12 380 30 17 500 45 21 650 75 26 850 112.5 32 1250 150 36 1500 225 44 2700 300 51 2800

KVA

Panels No. of Circuits

Indoor 4 6 8 12 16 20 24 30 36 42

5 7 9 12 15 18 21 26 31 36

MANHOURS/EACH Weather Explosion Proof Proof In 7 10 9 14 12 18 16 24 20 30 24 36 28 42 35 41 48

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

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 (Dual)

MANHOURS/EACH Recessed WP-VP 1 2 3 4 9 12 4 5 3 4 2 3 8 12 6 10 4 8 3 4 4 6 50 10

XP 3 5 6 6 5 4 14 12 10

Devices Indoor Receptacle (110V) Switch Time Switch or Photo Cell Contactor (Oil Switch) C.C. Transformer (10-25KVA) Ballast (External) Gooseneck Stanchion Pole or Standard Mast Arm Thompson Hanger

MANHOURS/EACH WP-VP 1 1.5 1 1.5 2 3 6 8 10 10 1 2 4 10 5 10 20

XP 2 2 4

3 4

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, PBX consoles and outlets, intercoms, paging devices, sirens. P-20 CONDUIT AND CABLE RACEWAYS P-211 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, ericksons, 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).

P-211 A/G CONDUIT - RIGID METALLIC

Size

(Inch) 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2

X P Hazardous A/G RGS A/G ALUM 0.29 0.22 0.31 0.23 0.34 0.25 0.39 0.28 0.43 0.30 0.54 0.36 0.68 0.44

MANHOURS/LF V P Semi - Hazardous A/G RGS A/G ALUM 0.26 0.20 0.28 0.21 0.31 0.23 0.35 0.25 0.39 0.27 0.49 0.33 0.62 0.40

W P Non - Hazardous A/G RGS 0.23 0.25 0.28 0.32 0.35 0.44 0.56

3 3 1/2 4 5 6 1 & Under 1 1/4 - 2 2 1/2 & Over All Sizes Flexible Plastic Coated RGS Conduit and Flexible Metallic Conduit MH of RGS Conduit x 1.20

0.86 1.08 1.30 1.75 2.20 0.32 0.47 1.26 0.42 0.70

0.54 0.64 0.76 1.02 1.32 0.24 0.33 0.74 0.30 0.70

0.78 0.98 1.18 1.59 2.00 0.29 0.43 1.14 0.39 0.45

0.49 0.58 0.69 0.93 1.20 0.22 0.30 0.67 0.27 0.45

0.70 0.88 1.06 1.43 1.80 0.26 0.38 1.03 0.34 0.35

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

Above manhours include all supports and brackets. "Rack-Bank" MH RGS Conduit x 0.60

Control Code P-212 Install Rigid Metallic Conduit Underground

Fld. Lbr. Code

Inscludes all labor associated with handling and installing rigid metallic conduit into a below grade "Duct Bank" along with its couplings and fittings. Also includes the risers to the grade and the installation of required supports and/or spacers. Excludes the excavation and backfill of the duct bank (Codes S-11 and S-12) and the concrete envelope (Code Q-73). P-212 U/G CONDUIT - RIGID METALLIC

XP Size (Inch) 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6

MANHOURS/LF U/G V P U/G RGS RGS 0.09 0.10 0.11 0.14 0.19 0.25 0.32 0.40 0.57 0.76

Plastic Coated RGS Conduit

0.08 0.09 0.10 0.13 0.17 0.23 0.29 0.36 0.52 0.69

W P U/G RGS 0.07 0.08 0.09 0.12 0.15 0.21 0.26 0.32 0.47 0.62

Size (Inch) 1 & Under 1 1/4 - 2

MANHOURS/LF U/G RGS 0.09 0.13

2 1/2 & Over

0.39

All Sizes

0.12

XP

MH of RGS Conduit x 1.20

Control Code P-23 Non-Metallic Conduit

Fld. Lbr. Code

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 MANHOURS/LF MANHOURS/LF Size (Inch) A/G PVC U/G PVC Size (Inch) A/G PVC U/G PVC 1/2 0.15 1 & Under 0.17 0.05 3/4 0.16 1 1/4 - 2 0.22 0.09 1 0.18 0.05 2 1/2 & Over 0.50 0.24 1 1/4 0.20 0.06 All Sizes 0.21 0.08 1 1/2 0.21 0.07 2 0.25 0.10 2 1/2 0.30 0.13 3 0.36 0.16 3 1/2 0.43 0.20 4 0.51 0.25 5 0.68 0.34 6 0.89 0.45 DUCT - NON - METALLIC - UNDERGROUND - LONG, FEEDER TYPE RUNS MANHOURS/LF Type I Type II ABS I ABS II Size (Inch) Korduct Transite Plastic Plastic 2 0.07 0.10 0.03 0.05 3 0.08 0.11 0.04 0.06 4 0.10 0.14 0.05 0.07 5 0.12 0.17 0.06 0.08 6 0.15 0.20 0.08 0.10 All Sizes 0.09 0.12 0.04 0.06 Includes labor to install conduit, fittings, supports, spacers and adapters. Excludes earthwork and concrete work. Control Code P-24 Thinwall Metallic Conduit 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

Fld. Lbr. Code

hangers, unistruts and supports. Excludes the labor costs of flexible conduit and fitting, (see code P211) and terminal and pull boxes (12 inch and larger) (see ControlCode P-29).

CONDUIT - THINWALL METALLIC Non-Hazardous Area Hazardous Area Size (Inch) A/G EMT Size (Inch) A/G EMT 1/2 0.16 1 & Under 0.18 3/4 0.17 1 1/4 - 2 0.26 1 0.19 2 1/2 & Over 0.59 1 1/4 0.21 All Sizes 0.23 1 1/2 0.24 2 0.30 2 1/2 0.39 3 0.50 3 1/2 0.61 4 0.72 5% should be added to the above manhours to cover unistruts and support. Control Code P-25 Cable Trays and Channels

Fld. Lbr. Code

Includes the labor cost associated with the handline 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. Cable tray and Channel - Galvanized Steel, Ladder type with 10 inch support spacing.

Size (Inch) 6 9 12 18 24 36 4 Channel Divider Aluminum Tray

Tray MH/LF 0.570 0.640 0.700 0.790 0.950 1.420

Cover MH/LF 0.085 0.110 0.130 0.170 0.180 0.210

0.500 0.080 MH of Steel Tray x 0.85

FRP Tray

MH of Metal Tray x 1.30

The above rates include manhours to cover unistruts and supports. P-29 Installation Materials (Large Boxes) Includes the labor cost for terminal boxes, O/H Pull Boxes, Junction Boxes (12 inch and larger), for conduit, lighting transformers, panels, terminal boxes, pull boxes, local control stations and other electrical devices.

TERMINAL BOX/PULL BOXES - Surface Mounting MANHOURS/EA size (Inch) NEMA 1 NEMA 4 6x6x4 1.5 2.5 16 x 16 x 8 3.5 7.5 24 x 74 x 8 or larger 8 19.2

NEMA 7 4.8 16.2 32

This account will be estimated at 5% of account P211, P24 and P25 if box quantities are not available. Control Code P-30 WIRE AND CABLE

Fld. Lbr. Code

P-31 600V AND 1000V wire and cable (Excluding Connections) Inscludes the labor cost for handling and installing all 1000V and under wire and cable for power and control circuits and lighting circuits, including direct burial cable and ground wire whwn pulled in raceway system. Connections are included with code P-34. Manhour 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 MANHOURS/LF MANHOURS/LF size (Inch) 1/C 3/C size (Inch) 1/C 3/C 14 0.010 0.250 3/0 0.043 0.093 12 0.011 0.028 4/0 0.049 0.110 10 0.012 0.031 250 0.055 0.120 8 0.014 0.031 300 0.010 0.130 6 0.017 0.042 350 0.067 0.145 4 0.021 0.049 400 0.073 0.160

2 1 1/0 2/0

0.025 0.029 0.033 0.038

0.058 0.064 0.073 0.082

500 600 750 1000

0.083 0.095 0.110 0.140

0.180 0.200 0.230 0.300

CONTROL - 14 RUBBER INSULATED NEOPRENE JACKET-INSTALLED IN CONDUIT AND TRAY size (Inch) MH/LF size (Inch) MH/LF size (Inch) MH/LF 1/C 0.010 5/C 0.034 18/C 0.060 2/C 0.025 7/C 0.037 24/C 0.070 3/C 0.028 9/C 0.045 36/C 0.080 4/C 0.031 12/C 0.050 48/C 0.090 Lighting - 600V 1/C 12 and 10 - .02 MH.LF - (Includes Connections) Direct Burial - MH of Insulated Jacketed Cable x .70

POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY MANHOURS/LF MANHOURS/LF size (Inch) 3/C size (Inch) 3/C 14 0.055 3/C 0.150 12 0.060 4/C 0.160 10 0.065 250 0.170 8 0.070 300 0.180 6 0.075 350 0.185 4 0.090 400 0.190 2 0.100 500 0.200 1 0.110 600 0.210 1/C 0.120 750 0.240 2/C 0.130 1000 0.310 POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY size (Inch) 2/C 3/C 4/C

MANHOURS / LF

0.050 0.055 0.060

size (Inch) 5/C 7/C 9/C 12/C

MANHOURS / LF

0.070 0.090 0.130 0.150

size (Inch) 18/C 24/C 36/C 48/C

MANHOURS / LF

0.180 0.210 0.240 0.270

PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10 Direct Burial Cable-MH of Interlocked Armor x 0.70

Control Code P-32 5KV and over wire cable (Excluding Connections) Includes the labor cost for handling and installing all wire and cable in 5KV and over power circuits including direct burial

Fld. Lbr. Code

cable and ground wire when pulled in raceway system. Connections are included with code P-35. Manhour 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 MANHOURS/LF size (Inch) 5 KV Non-Shielded 5 KV Shielded 15 KV Shielded 1/C 3/C 1/C 3/C 1/C 8 0.023 0.048 0.030 0.048 6 0.026 0.063 0.036 0.063 4 0.030 0.067 0.041 0.067 2 0.034 0.076 0.045 0.076 0.064 1 0.037 0.080 0.048 0.080 0.066 1/0 0.042 0.090 0.053 0.090 0.072 2/0 0.047 0.100 0.058 0.100 0.079 3/0 0.052 0.115 0.066 0.115 0.085 4/0 0.058 0.130 0.073 0.130 0.093 250 0.065 0.140 0.078 0.140 0.100 300 0.071 0.150 0.085 0.150 0.105 350 0.077 0.165 0.092 0.165 0.110 400 0.083 0.180 0.098 0.180 0.120 500 0.095 0.200 0.110 0.200 0.130 600 0.105 0.220 0.120 0.220 0.140 750 0.120 0.250 0.140 0.250 0.170 1000 0.150 0.320 0.170 0.320 0.200 Direct Burial Cable-MH of Insulated/Jacketed x 0.70 Distribution ( 1000' ) Runs-MH of Insulated/Jacketed x 0.70 Ground Wire - MH of 600X Wire. POWER - INSULATEDSTEEL/ALUMINUM INTERLOCKED ARMOR-INSTALLED IN TRAY MANHOURS/LF size (Inch) 5KV 3/C 15KV 3/C 8 0.085 0.120 6 0.100 0.140 4 0.110 0.150 2 0.125 0.160 1 0.135 0.165 1/0 0.140 0.170 2/0 0.150 0.175 3/0 0.160 0.180 4/0 0.170 0.185 250 0.180 0.190 300 0.190 0.200

350 400 500 600 750 1000

0.195 0.200 0.210 0.230 0.260 0.330

0.220 0.240 0.260 0.280 0.310 0.380

PVC Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10 Direct Burial Cable-MH of Interlocked Armor x 0.70 Distribution ( 1000' ) Runs-MH of Interlocked Armor x 0.70

Control Code P-33 Electronic and Thermocouple Wire and Cable (Excluding Connections) Includes labor costs for handling and installing single pair wire and multi-pair cable for electronic signal transmission systems associated with instrumentation and communication circuits and thermocouple wire associated with remote reading and controlling temperature devices. Includes the use of installation materials.

THERMOCOUPLE AND ELECTRONIC INSULATED/SHIELDED/JACKETED - INSTALLED IN CONDUIT OR TRAY MANHOURS / LF

1 Pr 4 Pr 6 Pr 8 Pr 10 Pr 12 Pr 16 Pr 20 Pr 24 Pr 36 Pr 50 Pr

0.020 0.030 0.035 0.040 0.045 0.050 0.060 0.070 0.080 0.100 0.120

MANHOURS / LF

(3/C) 1 Triple 4 Triples 12 Triples 16 Triples 36Triples

0.025 0.035 0.065 0.080 0.130

INSULATED - STEEL/ALUMINUM INTERLOCKED ARMOR-INSTALLED IN TRAY MANHOURS / LF

1 Pr 4 Pr 6 Pr 8 Pr 10 Pr

0.050 0.055 0.060 0.070

MANHOURS / LF

(3/C) 1 Triple 4 Triples 12 Triples 16 Triples 36Triples

0.055 0.110 0.140 0.210

Fld. Lbr. Code

12 Pr 16 Pr 20 Pr 24 Pr 36 Pr 50 Pr

0.080 0.100 0.120 0.140 0.170 0.200

PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10

Control Code P-34 Connections - 600V and 1000V Wire and Cable

Fld. Lbr. Code

Includes the labor to connect 600V and 1000V wire or cable associated with power, control and lighting circuits to their terminals, attaching markers and lugs, splicing (if required), installing cable glands and the ringout of each conductor. Excludes connections for overhead (e.g., pole line) distribution.

MANHOURS/EA Insulated/Jacketed Type 1/C Wire Lug M/C Cable Gland M/C Power Splice M/C Control Splice

0.35 2 4 5

Interlocked Armor Type 3/C Power (Gland and Lugs) M/C Control (Gland and Lugs) 3/C Power Splice M/C Control Splice

3 4 6 7

Control Code P-35 Connections - 5 KV and Over Wire and Cable

Fld. Lbr. Code

Includes the labor to connect all wire and cables 5 KV and over circuits to their terminals,attaching markers and lugs, splicing (if required), installing cable glands, potheads, and stress cones, and the ringout of each conductor. Excludes connections for overhead (e.g., pole line) distribution

Insulated/Jacketed Type MANHOURS/EA

MANHOURS/EA

5KV

1/ C

Non-Shield Lug

1/ C

Shield Stress Cone-Indr.

1/ C 1/ C 3/C 3/C 1/C

1/C 3/C 3/C

1/ C

1.3 15KV

Shield Stress Cone-Outdr. Pothead Pothead Cable Gland Non-Shield Splice

Shield Splice Non-Shield Splice Shield Splice

1/C

3

1/C

5 3 6 3

1/C 3/C 3/C 1/C

4

3/C

7

1/C

10 18

Shield Stress Cone-

2

Premolded

Interlocked Armor Type MANHOURS/EA

5KV

MANHOURS/EA

3/ C

Non-Shielded (Gland & Lugs)

6 15KV

3/ C

3/ C

Shielded (Gland & Stress Cones)

9

3/ C

12

3/ C

3/ C 3/ C

Shielded (Pothead & Stress Cones) Shielded Splice

Control Code P-36 Connections - Electronic and Thermocouple Wire and Cable Includes the labor to connect all electronic signal transmissions and the thermocouple wire and cable to their terminals, attaching

14

Fld. Lbr. Code

markers and lugs, splicing (if required), installing cable glands and the ringout of each conductor.

Insulated Type 1/C Wire Terminal 1/C Shield Terminal M/C Cable Gland P-39 Wire and Cable Installation Materials

MH/EA 0.35 0.35 2.00

Includes the labor cost for pre-fab concrete pull boxes for underground wire and cable system. P-40 ELECTRICAL SYSTEMS P-41 Grounding Includes the labor cost of handling and installing all items associated with electric grounding system such as: Wire and cable,cadwell and clamp connections, ground rods, ground wells, copper ground plates, lightning rods and arrestors. Excludes Earthwork.

GROUNDING SYSTEM - .20 MH/LF COMPLETE P-42 Cathodic Protection Includes the labor costs for handling and installing all items associated with a cathodic protection system such as: Anodes, rectifiers, wire and cable, etc. P-43 Electric Heat Tracing Includes the labor cost to handle and install items associated with an electric heat tracing system such as: the heat tracer wire, heat conducting mastic, tracer wire banding, controls thermostats, power/splice junction boxes, tapes, end seals, and system test and checking. Excludes transformers and power distribution panels (Code P-14), conduits from distribution panels to terminal box (Code P-21) and the terminal box (Code P-29), wire from the panel to the terminal box (Code P-31) and all connections (P-34).

Auto-Tracer, self limiting Thermostat assembly

MANHOUR/LF 0.05 MANHOUR/EA 3.00

Interlocked Armor Type 1/C M/C

Power/Splice Junction Boxes End Seal Tape P-50 Overhead (Pole Line) Distribution

1.50 0.50 0.20

Includes the subcontract and labor cost for handling and installing all items associated with overhead distribution system such as: Towers, poles, street lighting fixtures attached to poles, cross arms, pole line hardware, guy wire and guy anchors, pole mounted transformers, disconnect switches, lightning arrestors, pots and aerial wire or cable. Excludes street lighting fixtures (Code P-14) and the labor cost of non-aerial wire or cable (Code P-31 or P-32). P-80 Overhead (Pole Line) Distribution 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) 5KV & 15KV - 1/C

MH/EA 5.00

Electrical Motors MH/EA 600V 8.00 5KV 40.00 15KV 300.00 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 manhours (Y10) attributable to electrical may be estimated at: 4% of total P manhours

d. Lbr. Code

P-11

UNIT MANHOURS MH/TON MH/TON MANHOURS/EACH Outdoor 65.00 70.00 100.00 +15 +35 +35 +35 +70 30.00 35.00

Walk-in 75.00 80.00 115.00 +15 +45 +45 +45 +90 40.00 45.00

d. Lbr. Code P-11

0% above MH's 0% above MH's

d. Lbr. Code P-11

P-12

MANHOURS/EACH Outdoor Walk-In 40 45

45 55

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

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

d. Lbr. Code P-12

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

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

2300V and 4160V MANHOURS/EACH

Outdoor

Walk-In

25 35 40

35 45 50

35 45 50

45 55 60

40 50 60 65

55 65 75 80

50 65 70

65 80 85

35 45 50

45 55 60

45 60 65

60 75 80

MANHOURS/EACH Outdoor Walk-In FABRICARED SWITCHRACK 4 5 8 12 21 30

5 6 10 15 26 38

7 8 19 21 24 40

9 10 24 26 30 50

19 21 24 26

24 26 30 32

50

62

7 12 19 21 24 30

9 15 24 26 30 38

S/EACH XP NEMA 7&9 8 11 18 30 40 11 15 23 35 50 7 11 15 18 23

4 8 12

MH 4.00

d. Lbr. Code P-13

P-14

P-15

P-20

P-21

WP

Non - Hazardous

A/G

ALUM 0.18 0.19 0.21 0.23 0.24 0.30 0.36

0.44 0.52 0.62 0.84 1.08 0.20 0.26 0.60 0.23 0.35

pout Conduit

d. Lbr. Code P-22

P-22 MANHOURS/LF V P U/G RGS 0.08 0.12

W P U/G RGS 0.07 0.11

0.35

0.31

0.11

0.10

d. Lbr. Code P-23

d. Lbr. Code P-24

d. Lbr. Code P-25

d. Lbr. Code

P-31

d. Lbr. Code P-32

NDUIT OR TRAY 15 KV Shielded 3/C

0.110 0.120 0.130 0.140 0.150 0.170 0.170 0.180 0.200 0.220 0.250 0.270 0.300 0.370

d. Lbr. Code P-33

d. Lbr. Code P-34

d. Lbr. Code P-35

MANHOURS/EA

Shield Stress Cone-Indr.

5

Shield Stress Cone-Outdr.

7

Pothead Pothead Cable Gland Shield Splice

4 8 4 10

Shield Splice

28

Shield Stress Cone-

3

Premolded

MANHOURS/EA Shielded (Gland & Stress Cones)

13

Shielded (Pothead & Stress Cones)

17

Shielded Splice

20

d. Lbr. Code P-36

Interlocked Armor Type Wire Terminal Cable Gland

P-41

P-42

P-43

MH/EA 0.35 3.00

P-50

P-80

P-50

"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. Tank pads and ring walls including sand, mastic oil, rock , etc. Cone or other cover for concrete trenches. Saw filer labor included with form charges. Temporary ramps for concrete truck and buggies. Concrete structures. Concrete pipe stanchions. Concrete electrical envelope. Concrete paving. Manholes - electrical or sewers.

Excludes Construction of fabricating bays/shops. Grouting.

Earth work for under ground piping, sewers and electrical work. welding rod. Earth 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-01 Fabricate Rebar (Labour Only)

10 Includes

all labour associated with on - site fabrication of reinforcing steel

MH/TON

to be incorporated into permanent plant concrete pours.Includes the delivery of the material to the fabricaion shop/ area, the bending, cutting and assembly thereof and delivery of the material to a storage area , after assembly Excludes

labour to deliver rebar from storage area to point of installation which labour is included in the appropriate installation codes (see below) Q-02 Fabricated Forms (Labour Only) Includes

0.1

MH/SF

1

MHRS/CY

All labour 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 form work and delivery thereof to a storage area Excludes

Labour to deliver formwork from storage area to point of installation which labour is included in the appropriate installation codes (see below) FURNISHED AND PLACE CONCRETE Q-11 Place Foundations Concrete for Permanent Plant Equipment,Structures and Pipeways Includes

All labour 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

MHRS/CY

Includes

All labour associated with the Pouring and finishing of colums ,beams and elevated slabs within a concrete structure and the columns and beams of cast in place concrete pipeways. Includes to provide weather protection and temporary ramps for access to form work .(Note : these items are normally shown on "M" drawings.) Q-13 Place Building Substructure Concrete Includes

1

MHRS/CY

All labour 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 form work Excludes

Placing of seal slabs.(see Q-17) Q-14 Place Building Superstructure Concrete Includes

2

All labour associated with the placing ,patching,sacking and finishing of columns,beams and elevated slabs of buildings. Included labour to provide weather protection and temporary ramps f or access to form work Q-16 Precast concrete items 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 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,

"Q" - CONCRETE

MHRS/CY

retaining walls, footings or piers for stiles, and slabs (see Code Q7X for the labor for this quantity). FURNISH AND PLACE REINFORCING STEEL Q-21 Place Foundation Rebar 20

MHR/TON

10

MHR/TON

20

MHR/TON

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 cassions. Q-22 Place Structural Rebar 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 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 ,labs for building substructure concrete. Q-24 Place Building Superstructure Rebar -24 "Q" - CONCRETE

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

10

MHR/TON

Includes the installed quantity only of rebar for "Other Concrete Work". See control code Q-17 for listings of items in this category. FURNISH FORMING, PLACE FORMING, ANCHOR BOLTS, EMBEDDED METAL Q-31 Place and Strip Foundation Forms MH/SF 5-31 0.2

MH/SF

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.

"Q" - CONCRETE

Q-32 Place and Strip Structural Forms 0.25

MH/SF

0.2

MH/SF

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 0.20 F 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. Q-34 Place and Strip Building SuperstructureForms

0.6

MH/SF

1.5

MHR/CY

10

MHRS/TON

Includes all labor associated with form work and embedded metal for columns, beams and elevated slabs of buildings. Includes the delivery of prefabricated forms from a storage area, setting them is place, placing and aligning anchor bolts and embedded metal, placing screeds for slabs and stripping, cleaning and oiling forms for reuse. Q-36 Formwork - Precast Concrete Items Includes the 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 Formwork for Other Concrete Work 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 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). PRECAST CONCRETE ITEMS, Q-61 Place Concrete Includes all labor associated with the Pouring, finishing and delivering the set up concrete to a curing area and curing operations while in said area. Q-62 Rebar for Precast Concrete 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

0.18

MH/SF

Columns & Beams

10

Bents

5

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 secure anchor bolts and other embedded metal. Q-69 Place Precast Structural Concrete Items Includes labor to deliver all precast structural 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).

OTHER CONCRETE WORK Q-71 Place Concrete Paving 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.

4"-6"8''-10" -

0.1 0.14

Excludes grade slabs within buildings which are with control codes Q*3 as appropriate.

"Q" - CONCRETE

Q-72 Miscellaneous Cast in Place Concrete- 15 MHR/CY 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, curbs and gutters, concrete trenches,

12" wall 8" wall -

15 20

pipe sleepers, etc. Q-73 Place U/G Electrical Conduit Envelope 4

MHR/CY

5

MHR/CY

15

MHR/CY

Includes all labor associated with the formwork, rebar and pouring of concrete for conduit envelopes. Q-74 Place Seal Slabs Includes all labor associated with the placing of concrete seal slabs. Q-75 Place All Other Concrete 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-90 Furnish Shims and Grout 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.

Concrete Work (Alternate "Overall" Technique) Forms - Fabricate, Place, Remove (Incl. Embeds) Rebar - Fabricate and Install Concrete - Pour, Finish, Patch Composite Standards: Process Area Average (15 SF + .075 T) Equipment Foundations Mass Slabs (Several Feet thick) (4 SF + .1 T) Cooling Tower Basins, Excl. Pump Pit Tank Ringwalls (8 SF + 0 .03 T) Trenches, Pits, Boxes, etc. - 12" Wall 8" Wall Concrete Electrical Envelope . (Allow 0.02 CY/LF U/G Conduit) Concrete Paving 4" to 6" 8" to 10" Concrete Anchors, Thrust Blocks

Concrete Pipe Stanchions Precast beams and columns - Precast

Precast as whole bents -

Erect Precast Erect

Cast in place

Concrete Structures Formwork Rebar - Fabricate and Install Concrete Work Embedded Metal R&C Average (22 SF + 0.15 TON + 11 LB) 22.00

Q-01

Q-02

Q-11

Q-12

Q-13

Q-14

Q-21

Q-22

Q-23

Q-24

Q-31

Q-33

Q-34

Q-61

Q-62

Q-63

Q-67 MHRS/CY

Q-69

MHRS/CY

MHR/SF MHR/SF

" - CONCRETE MHR/CY MHR/CY

Q-71

Q-73

Q-74

Q-75

"Q" - CONCRETE 0.30

MH/SF

20.00

MH/TON

1.00

MH/CY

7.00

MH/CY

10.00

MH/CY

4.00

MH/CY

8.00

MH/CY

4.00

MH/CY

15.00

MH/CY

20.00

MH/CY

4.00

MH/CY

0.10

MH/SF

0.14

MH/SF

25.00

MH/CY

20.00

MH/CY

10.00

MH/CY

10.00

MH/CY

5.00

MY/CY

35.00

MY/CY

0.70

MH/SF

18.00

MH/TON

2.40

MH/CY

0.13

MH/LB

22.00

MH/CY

"S" - SITE WORK GENERAL Includes clearing, grubbing, grading, fencing, signs, railroads, roads, walks, parking areas, landscaping, paving, sewers and drainage systems. 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. Plumbing within building. Painting. Pits, sumps, basins, valve boxes. Temporary railroads, walk roads, fencing parking lot drainage. Dike stiles

S-01 Clearing and Grubbing

Includes the subcontract and/or labor cost to clear and grub the construction site including the area which will be used for temporary facilities.

15.00 25.00

MH/ACRE MH/ACRE

0.10 0.10

MH/CY MH/CY

S-02 Stripping and Rough Grading

Includes the subcontract and/or labor cost associated with the stripping, and rough grading of the construction site. Includes the cut and fill operation required to bring the site to design elevation including disposal of excess cut materials, the cost of imported fill material and the compaction thereof. Essentially includes all operations performed by a large "belly-opening" scraper working unassisted. Excludes the excavation and backfill operations for specific items such as foundation, tank dikes, underground system. Surface drainage ditches unless incorporated into the site grading S-03 Dewatering

Includes all dewatering operations (well points, etc.) for general drain age of the site as well as specific dewatering operations. S-11 Excavation Includes the subcontract and/or labor cost for all excavation operations following rough 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

Estimated on an Individual Basis.

S-02). U/G Pipes - Excavation, Disposal and Backfill On Plot or Short Runs Off Plot Long Runs

1.50 0.75

MH/CY MH/CY

1.50

MH/CY

0.50 0.90

MH/CY MH/CY

Excavated Backfill

0.20 0.40

MH/CY MH/CY

Excavated Backfill

5.00 1.00

MH/CY MH/CY

Underground Conduit (Allow 0.04 CY/LF U/G Conduit) For small excavations (Foundations that are individually excavated) using backhoes and the like, with some hand digging. Excavation and Disposal Backfill & Compaction For large bulk or mas excavation performed by earthmoving equipment such as dozers, scrapers and clamshells. Work include open pits, lagoons but not activities similar to rough grading. Excavation and Disposal Backfill and Compaction Removal of rock or concrete by blasting or chipping Chipping Blasting S-12 Backfill Includes the subcontract and/or labor see S-11 for unit rates. cost associated with backfilling the excavations of control Code S-11. Excludes the cost of acquiring and hauling selected material to the area and the compaction of the backfill. S-20 Piling Includes the material, direct labor and/or subcontract cost to furnish and place bearing and/or uplift piling. Also includes the drilling and lining of caissons. Excludes forms, rebar and concrete for pile caps and the placing of rebar and concrete in caisson excavation. These cost are included with the appropriate

control codes in the "Q" account. Wood Pile Drilled Caissons incl. Concrete Fill Steel or Concrete Piles Wood Sheet Piles - Install & Remove Steel Sheet Piles - Install Piles Install Wales (Steel Bracing) Remove Wales Remove Piles

5.00 3.00 16.00 0.20 0.20 20.00 5.00 0.10

MH/EA MY/CY MH/EA MH/SF MH/SF MH/TON MH/TON MH/SF

0.50 0.75 1.00 1.50 2.00

MH/LF MH/LF MH/LF MH/LF MH/LF

S-31 Sewer and Drainage System Includes all costs associated with the furnishing and installation of sewer and drainage piping regardless of materials of construction (e.g., cast iron, vitrified clay, concrete pipe, carbon steel pipe, corrugated metal pipe, etc.). Pertains to system normally shown on "S" drawings. Cast Iron Sewer Pipe

Non-Metallic Pipe Corrugated Metal Pipe

to 10" 12" to 24" over 24" to 12" 15" to 30" 36" to 48" 54" to 72" over 72"

Carbon Steel Pipe - Use Standards in "L" Account S-32 Precast Manholes and Catch Basins 40 MH/EA Includes the material cost of manufactured components associated with manholes and catch basins in sewer and drainage system 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).

60.00 20.00 10.00

S-41 Fine Grading (Hand) on Plot

0.030

MH/SF

(Mach) off Plot

0.003

MH/SF

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 Includes the subcontract and/or material 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. Rock or Shell Paving 2" to 4" (Hand) (ON Plot) 0.02 MH/SF (Mach OFF Plot) 0.002 MM/SF 6" to 8" (Hand) (ON Plot) 0.03 MH/SF (Mach OFF Plot) 0.003 MH/SF Sand Tank Pads (Hand) (ON Plot) 0.10 MH/SF (Mach OFF Plot) 0.001 S-43 Asphalt Paving Small are as 2" topping 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.

0.05

Note: Estimate base for A/C paving separately. S-51 Dikes 0.03 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 0.15 Includes the subcontract, material and labor cost associated with furnishing and installing fencing along the site perimeter, around parking lots and

buildings, substations, etc. S-53 Railroad Trackage 1.20 Includes the subcontract, material and labor cost to install railroad trackage including ballast, ties, turnouts, and stops. Excludes earthwork and rough grading required to be done before placing of ballast. (With S-02) S-59 Landscaping Includes the subcontract, material and labor costs associated with landscaping operations.

To be estimated on an individual basis.

S-8* Miscellaneous Sitework 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.)

To be estimated on an individual basis.

S-01 Farm Land Wooded

S-02 Excavation & Disposal Backfill

S-03

S-11

S-12

S-20

S-31

S-32 MH/EA MH/EA MH/EA

Manholes Catchbasins Cleanouts

S-41

S-42

MH/SF

S-43

MH/CY

S-51

MH/LF

S-52

MH/LF

S-53

S-59

S-8*

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

Fld. Lbr. Code Y-10

Includes the labor only associated with the erection, moving and dismantling of all scaffolding required for direct labor operations. Scaffolding manhours will be estimated with each letter account (see Standards for "J", "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 Manhours 7% of "L" A/C Manhours 1% of "M" A/C Manhours 0% (Included in "N" rates) 4% of "P" A/C Manhours 0% of "Q" A/C Manhours 0% (included in "R" rates) 0% of "S" A/C Manhours

Y-20 Temporary Electrical Facilities

Y-20

Includes the labor only for the repair, relocation and maintenance or temporary power facilities after initial installation within Direct Plant construction areas. Excludes initial installation associated with temporary electrical facilities (with code 150). These manhours are initially estimated in the field distributables. The major portion of the manhours are then budgeted to the appropriate area. Y-30 Clean-up 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 be 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 manhours are initially estimated in the field

Y-30

distributables. The major portion of the manhours are then budgeted to the appropriate area.

Description roadway gravel 12" water line w/ fittings 8" water line w/ fittings 12" gate valve 8" gate valve hydrant w/ valve water service excluding meter 18" curb & gutter sidewalk driveway asphalt incl. crushed rock 48" manhole sanitary 8" pvc side sewer 4" pvc side sewer 48" cb type 2 48" cb type 1 21" sanitary 24" pvc storm 18" pvc storm 15" pvc storm 12" pvc storm 10" pvc storm 8" pvc storm 6" pvc storm

Unit Measure CY. LF. LF. EA. EA. EA. EA. LF. S.Y. S.Y. S.Y. EA. LF. LF. LF. LF. LF. LF. LF. LF. LF. LF. LF. LF.

Amount ($) 10.80 20.10 14.95 695.00 400.00 1,490.00 350.00 6.00 14.00-12.50 17.95 0.80 1,250.00 15.00-13.00 9.00-7.00 1,200.00-1,000.00 500.00 20.00-25.00 40.00 34.00 29.00 13.00-15.00 11.00 9.25 8.00

d. Lbr. Code

Amount ($) 10.80 20.10 14.95 695.00 400.00 1,490.00 350.00 6.00 14.00-12.50 0.80 1,250.00 15.00-13.00 9.00-7.00 1,200.00-1,000.00 500.00 20.00-25.00 40.00 34.00 29.00 13.00-15.00 11.00 9.25 8.00