Bechtel Estimation Manual

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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).

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.

C

Columns & Pressure Vessels

D

Tanks

E

Exchanger

F

Fired Heaters

G

Pumps & Drivers

K

Compressors & Drivers

L

Piping

T

Special Equipment

J

Instruments

M

Steel

N

Insulation & Fireproofing

P

Electrical

Q

Concrete

S

Site Work

Y

Other Area Directs

SUR-PIPING

Standard Unit Rates- Piping

SUR-SPOOL

Standard Unit Rates- Spool

SUR-VALVES

Standard Unit Rates- Valves

SUR-BOLT-UPS

Standard Unit Rates- Bolt-Ups

SUR-WELDS

Standard Unit Rates- Weld

SUR-BEVELS

Standard Unit Rates- Bevels

SUR-PIPE

Standard Unit Rates- Pipe

SUR-FITTINGS

Standard Unit Rates- Fittings

R&C Manhour Standard

SAME

Stand. Unit Manhours

Standard Unit Manhours

Est. Basic Piping Mhours

Estimating Basic Piping Manhours

Labor Productivity

SAME

MASONRY

SAME

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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)

0.85

0.95

0.80 P (Elec)

0.85

0.95

0.80 L (Pipe)

1.05

1.15

1.00 S (Site)

0.90

1.00

0.90 M (Steel)

0.95

1.10

0.95 J (Instr)

0.95

1.00

0.90

1.05

1.10

1.00 Overall Aug.

0.98

1.10

0.94 Northern

Calif.

Southern

Calif.

Pacific North

West

C Vol/Vess

Equip.

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Bechtel Construction, Inc.

BPI ESTIMATING REFERENCE

BPI MANHOUR STANDARDS

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 Northern

Calif. Southern Calif. Pacific North West

C Vol/Vess Equip.

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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

Commodity Group Page 5.2 -

MAJOR EQUIPMENT

C Columns and Pressure Vessels 3

D Tanks and Storage Facilities 8

E Exchangers 10

F Fired Heaters 12

G Pumps & Drivers 16

K Compressors & Drivers 18

T Special Equipment 20

OTHER DIRECT MATERIAL

J Instrumentation 22

L Piping 34

M Structural Steel 58

N Insulation and Fireproofing 62

P Electrical 67

Q Concrete Work 94

R Building

-S Site Improvement 106

X Painting

-Y Other Area Directs: Scaffolding, 113

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

Letter Account

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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

OLD NEW UNIT

Q11 Place Concrete 1.50 1.00 MH/CY

Q21 Place Rebar 15.00 20.00 MH/TON

Q02 Fabricate Forms 0.10 0.10 MH/SF

Q31 Place/Strip Forms 0.15 0.20 MH/SF

Overall Rate (1CY + 15SF + 0.075T) 6.4 / 7.0MH/CY 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 0.50 0.20 MH/CY

S12 Backfill 0.25 0.40 MH/CY

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

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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 Fld. Lbr. Code L-01 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

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 Fld. Lbr. Code L-02 fabrication of all 2 1/2" and larger carbon steel pipe for

installation aboveground and underground, including fire hydrants if applicable.

Pipe Erection Butt Weld Socket Weld Saddle Weld Cut Prep

MH/LF MH/EA .5 0.06 0.40 0.50 1.00 3.00 0.23 0.50 0.50 0.10 0.10 .75 0.06 0.60 0.60 1.20 4.00 0.26 0.50 0.50 0.10 0.10 1 0.07 0.08 0.90 0.70 1.40 4.60 0.56 0.50 0.60 0.10 0.10 1.25 0.07 0.10 1.10 0.80 1.60 5.60 0.60 0.50 0.70 0.15 0.15 1.5 0.08 0.12 1.20 0.90 1.80 6.00 0.68 0.50 0.70 0.18 0.18 2 0.09 0.15 1.30 1.00 2.20 6.60 0.90 0.60 0.80 0.20 0.20 2.5 0.12 0.18 1.40 1.30 2.40 8.00 1.20 0.80 0.90 0.22 0.22 3 0.13 0.21 1.50 1.50 2.90 9.60 1.50 0.80 0.90 0.25 0.25 4 0.14 0.26 1.60 1.70 3.60 12.00 2.00 1.00 0.28 0.28 5 0.17 0.32 2.00 4.20 14.00 2.50 1.50 0.29 0.29 6 0.25 0.39 2.40 5.00 16.60 2.50 2.00 0.30 0.30 8 0.31 0.50 3.20 6.00 20.00 3.00 2.50 0.32 0.40 10 0.38 0.62 4.00 7.50 25.00 3.50 3.00 0.39 0.50 12 0.43 0.76 4.80 9.00 29.60 4.00 3.50 0.47 0.60 14 0.50 0.84 5.60 10.00 32.60 5.00 4.00 0.60 0.70 16 0.60 0.90 6.40 11.00 37.00 5.50 4.50 0.70 0.80 18 0.68 0.96 7.20 12.50 42.00 6.00 5.00 0.80 0.10 20 0.78 1.00 8.00 14.00 46.60 7.00 6.00 0.90 1.20 24 0.80 1.10 9.60 16.80 56.00 7.50 7.00 1.10 1.50 30 0.85 1.20 12.00 20.90 69.60 8.00 8.00 1.20 2.00 36 0.90 1.30 14.40 10.50 9.00 1.60 2.50 42 0.95 1.40 16.80 12.00 10.00 2.00 3.00

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%

includes the direct labor associated with on-site shop

Excludes the labor to deliver the material to the fabrication

Includes the direct labor associated with on-site shop

Pipe Size

(inch) ErectionSpool

Reinforced

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10. HYDROTEST ADD 5% TO LABOR HOURS 11. STRESS RELIEVING AS REQUIRED

SHOP FABRICATION LABOR COST IN HOURS

Butt Welds Mitre Weld Install Valve

MH/EA. 1 0.70 1.80 3.60 1.10 0.50 0.50 0.50 0.40 1.25 0.70 1.80 3.60 1.10 0.60 0.50 0.50 0.50 1.50 0.80 2.00 4.00 1.20 0.70 0.50 0.50 0.60 2 0.80 2.00 4.00 1.20 0.80 0.50 0.50 0.70 2.50 1.00 2.50 5.00 1.50 0.90 1.30 0.80 0.80 3 1.10 2.80 5.60 1.70 1.50 0.80 3.50 1.30 3.30 6.60 2.00 1.80 0.80 4 1.40 3.50 7.00 2.10 2.00 1.00 5 1.70 4.30 8.60 2.60 2.50 1.50 6 1.80 4.50 9.00 2.70 2.50 2.00 8 2.40 6.00 12.00 3.60 3.00 2.50 10 3.00 7.50 15.00 4.50 3.50 3.00 12 3.50 8.80 17.60 5.30 4.00 3.50 14 3.90 9.80 19.60 5.90 5.00 4.00 16 4.40 11.00 22.00 6.60 5.50 4.50 18 5.00 12.50 25.00 7.50 6.00 5.00 20 5.50 13.80 27.60 8.30 7.00 5.50 24 6.70 16.80 33.60 10.10 7.50 6.00 30 8.30 20.80 41.60 12.50 8.00 6.50

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

Install Valves Mitre Welds

MH/L.F. MH/EA. 1 0.07 0.07 0.90 0.50 0.50 2.30 4.60 1.40 0.60 0.50 1.25 0.08 0.08 1.10 0.50 0.50 2.80 5.60 1.70 0.70 0.60 1.50 0.12 0.09 1.20 0.50 0.50 3.00 6.00 1.80 0.80 0.70 2 0.15 0.10 1.30 0.50 0.50 3.30 6.60 2.00 1.00 0.90 2.50 0.18 0.11 1.60 1.40 0.80 4.00 8.00 2.40 1.30 1.20 3 0.21 0.12 1.90 1.70 0.80 4.80 9.60 2.90 1.50 3.50 0.24 0.13 2.20 1.90 0.80 5.50 11.00 3.30 4 0.27 0.14 2.40 2.00 1.00 6.00 12.00 3.60 5 0.33 0.17 2.80 2.50 1.50 7.00 14.00 4.20 6 0.39 0.20 3.30 2.50 2.00 8.30 16.60 5.00 8 0.52 0.26 4.00 3.00 2.50 10.00 20.00 6.00 10 0.66 0.33 5.00 3.50 3.00 12.50 25.00 7.50 12 0.76 0.38 5.90 4.00 3.50 14.80 29.60 8.90 14 0.84 0.42 6.50 5.00 4.00 16.30 32.60 9.80 16 0.90 0.45 7.40 5.50 4.50 18.50 37.00 11.10 18 0.96 0.48 8.40 6.00 5.00 21.00 42.00 12.60 20 1.00 0.50 9.30 7.00 6.00 23.30 46.60 14.00 24 1.10 0.55 11.20 7.50 7.00 28.00 56.00 16.80 30 1.20 0.60 13.90 8.00 8.00 34.80 69.60 20.90

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 Pipe Size

(inch) Nozzle Welds

Reinforced

Nozzle

Welds Socket Welds Flange Bolt-up Screwed Joints

Pipe Size

(inch) Pipe Spool Erection Field Butt Welds Flange Bolt-up Nozzle Welds

Reinforced

Nozzle

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* Use work operation method and manhour standards if detailed available.

L-021 Field Fabricated Alloy Pipe - 2" and Smaller L-03

fabrication of all 2" and smaller alloy pipe for installation aboveground or underground.

L-022 Field Fabricated Alloy Pipe - 2 1/2" and Larger L-04 fabrication of all 2 1/2" and larger alloy pipe for

installation aboveground or underground.

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

Field Fabrication Multipliers

Material Classification - Group Numbers Multiplier

Group 1 0.50% Moly to 1.5-2.00 Chr. 1.70

Group 2 1.75-2.25% Chr. To 4.00 - 6.00% Chr. 2.00

Group 3 6.00-8.00% Chr. To 10.00-15.00% Chr., 2.40

3.5% Nickel

Group 4 Stainless Steel Type 304, 309, 310, 316 2.00

Group 5 Copper, Brass, Everdur 2.00

Group 6 ASTM A-333-GR1*, GR4, GR9* 2.00

Group 7 Hasteloy, Titanium, 99% NI. 3.00

Group 8 Stainless Steel Types 321 & 347, CU-NI, 2.40

Monel, Inconel, Incoloy, Alloy 20

Group 9 Alluminum 2.70

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

L-05 Field Fabricated Specialty Piping

Unit Rates

fabrication of all specialty piping to be established

on a job by job basis 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

Unit Rates

aboveground pipe hangers and supports (e.g., to be established

brackets, braces, shoes, etc.) made from on a

structural steel shapes. job by job basis

L-111 Install A/G C.S. Piping - 2" and smaller Fld. Lbr. Code L-11 The installation of 2" and smaller A/G carbon steel piping, both

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 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

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 Includes the direct labor associated with on-site shop

Includes the direct labor associated with on-site shop

Includes the direct labor associated with on-site shop Excludes the labor to deliver the material to the fabrication

Includes the on site fabrication of all

straight run and spooled, includes the labor to cut straight run

supports associated with said piping. Also includes all labor

Excludes for the delivery of pipe, fittings and valves

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installation of piping furnished with equipment (e.g., lube and/or seal oil piping furnished with a compressor). The 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 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 Fld. Lbr. Code

L-122 Install Straight Run A/G Piping 2 1/2" to 6" L-12

L-123 Install Straight Run A/G Piping 8" to 12" L-13

L-125 Install Straight Run A/G Piping 26" & Larger L-15

L-126 Install Spooled A/G Piping 2 1/2" to 6" L-16

L-127 Install Spooled A/G Piping 8" to 12" L-17

L-129 Install Spooled A/G Piping 26" & Larger L-19

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

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 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. Epoxy Rubber (Flgd. 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

installation of this material will be included with the control

piping includes the labor to cut straight run piping to length,

Install Carbon Steel piping - On Plot (and complex off plot) Manhours/L.F. (Aboveground)

Excluded is the installation of hangers and supports (w/L-94)

(Plain ends for solvent welded connections)

Cement Lined (Welded Ends)

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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 Install FRP Pipe (Flange Ends) Manhours/L.F.

Size (inch) MH/L.F. Size (inch) MH/L.F.

1 0.12 12 1.35 1.50 0.17 14 1.58 2 0.22 16 1.80 3 0.28 18 2.03 4 0.36 20 2.25 6 0.48 24 2.70 8 0.90 30 3.38 10 1.13 36 4.05 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. Size (inch) Mortar Joint

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

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 Manhours/L.F. Size (inch) MH/L.F. Install Asbestos - Cement

Pipe

Rubber Ring Joint (inch)

Excluded is the installation of hangers and supports (w/L-94)

Install Bordsilicate Glass Pipe

(With Beaded Ends for Compression Couplings)

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1.50 0.21

2 0.22

3 0.23

4 0.25

6 0.26

(Assumes Double Random length Pipe) Manhours/L.F.

Aboveground

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

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

code which covers the item(s) of equipment with which the piping was supplied.

L-17 Carbo Steel Piping Specialties Fld. Lbr. Code L-50

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 manhours per unit

Install Safety Shower Units 25 manhours per unit

Fire Hydrants 25 manhours per unit

L-211 Install Alloy A/G Piping - 2" and smaller Fld. Lbr. Code L-21 The installation of 2" and smaller A/G Alloy piping, both

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 expended in correcting "moan lists" resulting from P&ID checks and the repairing of defects detected by testing and inspection activities.

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

Install Carbon Steel Piping - Off Plot Interconnecting Lines

Under-ground On Elevated

Racks

Excludes the installation of hangers and supports (with L-94)

installation of this material will be included with the control

straight run and spooled, includes the labor to cut straight run

supports associated with said piping. Also includes all labor

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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-229 Install Spooled A/G Piping 26" & Larger L-29

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.

Installation Multipliers

Material Classification - Group Numbers Multiplier

Group 1 0.50% Moly to 1.50-2.00% Chr. 1.2

Group 2 1.75-2.25% Chr. to 4.00-6.002 Chr. 1.3

Group 3 6.00-8.00% Chr. to 10.00-15.00%Chr.,3.5% Nickel 1.5

Group 4 Stainless Steals Types 304, 309,310, 316 1.3

Group 6 ASTM A-333-GRI*, CR4, GR9* 1.3

Group 7 Hastelloy, Titanium, 99% NI. 1.7

Group 8 Stainless Steel Types 321 b 347,

1.5 Cu-Ni, Monel, Inconel, Incoloy,Alloy 20

Group 9 Aluminum 1.6

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

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L-70 Install Underground Carbon Steel Piping Fld. Lbr. Code L-70 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 installation of pipe sleeves at road crossings and dike.penetrations.

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

Size (inch) MH/L.F. Size (inch) MH/L.F.

2.5 0.50 18 1.40 3 0.55 20 1.50 4 0.60 24 1.70 6 0.72 30 2.00 8 0.86 36 2.40 10 0.98 42 2.70 12 1.10 48 3.00 14 1.20 60 3.60 16 1.30

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 Soil Pipe Bell & Mechanical Rubber Ring (inch) Caulked Spigot Joint 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 L-80

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 steel tubing, copper tubing fittings, valves, traps, condensate pots, strainers, clips, supports, guides, anchors, wire and straps. Includes the labor for installing all underground coated and

testing and inspection activities. Also includes the

Includes the fabrication, installation, support and testing of

header. The material to be installed includes all steel pipe,

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

Manhours/LF Unit

Tracer Copper tubing 0.3 MH/LF

Carbon Steel (tubing) 0.4 MH/LF

Pipe 0.8 MH/LF

Stainless steel tubing 0.6 MH/LF

Tracer Leads Supply and return

Scrd. 0.4 MH/LF

Scrd. Backwelded 0.7 MH/LF

Socket Weld 0.6 MH/LF

Unitherms (pre insulated tubi 0.5 MH/LF Miscellaneous Piping Items and Operations

L-91 Stress Relieving L-91

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 Allow 2.0 MH/Diameter-Inch Exothermic Allow 0.6 MH/D.I. Multipliers for Alloy Piping

Chrome-1/2-13X

Moly-to 1% Add 35% to above manhours

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 L-92

(subcontract) and/or the labor to perform the inspection if done by Bechtel direct hire labor.

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 L-93

To be evaluated

repairs (i.e., replacement of work valve seats on an individual

and steams) of existing piping system, dismantling job basis*

and disposal of existing piping and tie-in work, including "hot" and "cold" "taps" of piping systems.

*Use work operation estimating method and manhour standards.

L-94 Hangers and Supports L-94

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,

Group 1 Chrome Molybdenum Steel

Group 2-18.8 Stainless Steel

Includes the labor required to assist a third party inspector

Radiographic Inspection - Usually subcontracted

Includes the labor only for the relocation and

Excludes all labor for the installation of new piping systems.

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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).

smaller pipe (with codes L-111 and L-211) and steel and/or concrete pipeway stanchions (with "H" and "Q" accounts). Also 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 L-98

testing, the flushing and draining of piping systems including

the installation and removal of temporary lines, screens,blinds, spacers, etc. (A/G + U/G) Installation MHS x 0.075

Excludes labor expended to correct" moan lists" resulting from P&ID checks and the repairing of defects detected by testing and inspection activities (said labor is included with the

appropriate installation accounts), and the testing of steam tracing systems.

L-99 Material Handling L-99

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.

(Y10) Piping Scaffolding

That portion of the scaffolding manhours (Y10) attributable to piping may be estimated at: 7 x of total 'L' manhours

or 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 Page

HANDLING & ERECTING STRAIGHT RUN PIPE 2

HANDLING & ERECTING PREFABRICATED SPOOLS 3

HANDLING LINE VALVES 4

HANDLING CONTROL VALVES 5

ERECTION BOLT-UPS 6

MANUAL BUTT WELDS 7

90° NOZZLE WELDS 8

90° REINFORCED NOZZLE WELDS 9

45° NOZZLE WELDS 10

45° REINFORCED NOZZLE WELDS 11

INERT GAS SHIELDED ROOT PASS WELDS 12

MISCELLANEOUS WELDING 13

CUTTING PIPE & THREADING PIPE 14

FLAME CUT BEVELS 15

"V" & "U" TYPE BEVELS 16

ATTACHING SLIP-ON FLANGES 17

SCREWED FITTINGS, FLANGES & VALVES 18

INSTALLING SHOES & SUPORTS 19

PREHEATING BUTT & FLANGE WELDS (Incl. N.W.) 20

LOCAL STRESS RELIEVING 21

FACTORS FOR FIELD MANHOURS 22

SOLDERED NON-FERROUS FITTINGS 23

POLYVINYL CHLORIDE PIPE (PVC) 24

FIBERGLASS REINFORCED PLASTIC PIPE 25

SARAN & RUBBER LINED PIPE & FITTINGS 26

LEAD LINED PIPES & FITTINGS 27

CEMENT LINED SCH. 40 C.S. PIPE 28

HYDROSTATIC - TESTING OF PIPE 29

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

Excludes the installation of hangers and supports for 2" and excludes the on-site. fabrication of hangers and supports (with

Includes the labor required for hydrostatic, service, or air

Includes the handling of all pipe material from the original

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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.

GENERAL: Applicable for any length spools or segment of work. For Brass, Copper & Everdur, double the above units.

ATTACHMENT A

HANDLING LINE VALVES MH/EA.

SIZE FLANGE RATING

(inch) 150 300/400 600/900 1,500 1 0.27 0.30 0.50 0.60 1.5 0.40 0.43 1.00 1.30 2 0.52 0.80 1.40 1.60 3 1.30 1.70 2.20 2.60 4 1.90 2.20 2.80 3.40 6 2.55 3.25 3.75 4.35 8 3.25 3.85 4.65 6.15 10 3.95 4.65 5.55 7.55 12 4.65 5.55 6.95 9.35 14 5.65 6.60 8.15 11.90 16 6.45 7.70 9.65 14.15 18 7.30 8.85 11.35 16.75 20 8.45 10.00 12.85 24 9.30 11.25 15.00 30 12.00 14.50 19.50 36 14.40 17.45 42 16.80 20.35 48 19.20 23.20

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54 21.60 26.15

60 24.00 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

HANDLING CONTROL VALVES MH/EA.

SIZE FLANGE RATING

(inch) 150 300/400 600/900 1,500 1 0.68 0.75 1.25 1.50 1.5 1.00 1.08 2.50 3.25 2 1.30 2.00 3.50 4.00 3 3.25 4.25 5.50 6.50 4 4.75 5.50 7.00 8.50 6 6.40 8.15 9.35 10.90 8 8.15 9.65 11.60 15.40 10 9.85 11.65 13.85 18.90 12 11.65 13.90 17.40 23.40 14 14.15 16.50 20.40 29.75 16 16.15 19.25 24.15 18 18.25 22.10 28.20 20 21.15 25.00 32.15 24 23.25 28.10 37.40 30 30.00 36.20 36 36.00 43.60 42 42.00 50.80 48 48.00 58.00

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

EXCLUDES: Bolt-ups & Instrument Tubing.

ATTACHMENT A

ERECTION BOLT-UPS MH/EA.

SIZE FLANGE RATING

(inch) 150 300/400 600 900 1,500 2,500 1 0.67 0.84 0.93 1.5 0.70 0.88 0.98 2 0.77 0.96 1.07 1.56 2.07 3 0.84 1.05 1.47 1.69 2.15 2.86 4 1.50 1.88 2.09 2.25 2.81 3.73 6 1.80 2.05 2.28 2.62 3.28 4.35 8 2.00 2.30 2.55 2.93 3.66 4.85 10 2.60 3.00 3.32 3.82 4.77 7.32 12 3.50 4.05 4.37 5.02 6.27 8.34 14 4.20 4.85 5.23 6.04 7.55 16 4.90 5.65 6.45 7.32 9.15 18 5.50 6.35 7.40 8.51 10.65 20 6.50 7.50 8.80 10.11 12.66 24 7.60 8.85 10.40 11.97 14.95 30 9.00 10.35 12.15 36 10.90 12.55 14.70 42 13.50 15.55 48 15.40 17.75 54 16.90 19.50 60 19.80 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.

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MANUAL BUTT WELDS MH/EA. SIZE SCHEDULE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 1 0.70 0.80 0.70 0.80 1.00 1.5 0.80 0.90 0.80 0.90 1.30 2 1.00 1.10 1.00 1.10 1.60 3 1.30 1.40 1.30 1.40 2.10 4 1.50 1.80 1.50 1.80 2.80 3.00 6 2.00 2.50 2.00 2.50 3.80 4.90 8 2.60 3.30 2.60 2.60 2.60 3.00 3.30 4.60 6.00 7.50 8.60 10 3.10 4.00 3.10 3.10 3.10 4.00 5.10 6.80 9.40 11.40 13.10 12 3.60 4.70 3.60 3.60 4.10 5.20 6.60 9.90 12.20 15.30 17.90 14 4.30 5.70 4.30 4.30 5.00 6.80 9.60 13.20 16.20 19.20 22.70 16 5.00 6.60 5.00 5.50 6.60 8.40 12.40 19.50 20.70 25.00 27.70 18 5.90 7.70 5.90 6.80 8.60 11.20 16.40 21.80 25.60 29.90 33.70 20 6.30 8.40 6.30 8.40 9.40 13.80 19.50 26.00 31.90 37.00 40.80 24 6.90 10.10 6.90 13.30 20.10 25.20 35.80 43.50 49.30 59.30 30 8.60 12.60 36 10.40 15.20 42 12.10 17.70 48 13.80 20.20 54 15.50 22.70 60 17.30 25.30

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.

ATTACHMENT A 90° NOZZLE WELDS MH/EA. SIZE SCHEDULE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 1 2.10 2.20 2.10 2.20 3.10 1.5 2.40 2.60 2.40 2.60 4.00 2 2.80 3.10 2.80 3.10 5.30 3 3.20 4.00 3.20 4.40 6.60 4 4.00 5.20 4.00 5.60 7.00 8.60 6 5.40 7.50 5.40 7.50 10.90 13.90 8 6.30 8.90 6.30 6.30 6.30 8.30 8.90 12.00 15.20 18.60 21.50 10 7.10 10.30 7.10 7.10 7.10 10.30 12.60 16.40 21.10 27.30 32.80 12 8.10 11.80 8.10 8.10 9.90 13.10 17.00 23.50 28.70 34.70 39.20 14 9.30 13.60 9.30 9.30 11.60 16.00 22.70 28.90 34.60 38.90 16 10.60 15.20 10.60 10.60 15.20 20.20 26.80 36.50 41.40 18 11.60 16.30 11.60 15.10 19.10 25.40 30.10 44.10 20 13.00 18.30 13.00 18.30 22.30 32.60 35.40 24 14.20 19.80 14.20 27.70 41.70 30 17.90 24.80 36 21.40 29.70 42 25.00 34.70 48 28.60 39.60 54 32.20 44.50 60 35.80 49.50

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.

ATTACHMENT A

90° REINFORCED NOZZLE WELDS MH/EA. SIZE SCHEDULE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 1 1.5 5.00 5.40 5.00 5.40 7.70 2 5.30 5.90 5.30 5.90 9.90 3 6.70 7.90 6.70 7.90 12.00 4 8.10 10.00 8.10 10.00 12.50 15.30 6 10.20 12.80 10.20 12.80 18.50 23.10 8 11.70 14.50 11.70 11.70 11.70 13.40 14.50 19.80 24.50 29.30 32.80 10 12.70 16.30 12.70 12.70 12.70 16.30 20.20 26.00 31.00 34.80 39.10 12 14.20 18.30 14.20 14.20 15.30 20.30 26.30 35.50 39.50 44.60 47.70

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14 16.00 20.70 16.00 16.00 17.80 24.30 34.50 44.00 46.80 52.60 16 17.90 23.20 17.90 17.90 22.80 20.10 40.10 54.80 57.50 18 19.10 24.80 19.10 22.10 30.00 37.40 45.00 59.50 20 21.10 26.60 21.10 26.40 32.30 47.20 55.50 24 22.30 32.30 22.30 36.50 52.50 30 28.60 40.50 36 34.60 48.50 42 40.30 56.60 48 46.00 64.80 54 53.00 73.90 60 59.00 81.00

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

45° NOZZLE WELDS (All Angles Other Than 90°)

MH/EA. SIZE SCHEDULE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 1 2.80 2.90 2.80 2.90 4.10 1.5 3.20 3.60 3.20 3.60 5.40 2 3.50 4.10 3.50 4.10 7.10 3 4.40 5.90 4.40 5.90 8.90 4 5.50 7.60 5.50 7.60 9.40 11.40 6 7.10 10.00 7.10 10.10 14.50 18.40 8 8.60 11.50 8.60 8.60 8.60 11.10 11.70 15.90 20.10 25.10 28.60 10 9.70 13.70 9.70 9.70 9.70 13.70 16.60 21.80 28.10 36.20 43.70 12 10.90 15.70 10.90 10.90 13.00 17.50 22.90 24.20 38.60 45.70 52.20 14 12.40 18.40 12.40 12.40 15.30 21.40 30.10 38.40 45.90 51.60 16 14.20 20.20 14.20 14.20 20.30 26.80 35.30 48.70 54.80 18 15.50 21.60 15.50 20.10 25.50 34.30 40.60 59.10 20 17.10 23.70 17.10 22.70 29.60 43.30 46.90 24 18.80 26.60 18.80 35.50 55.20 30 23.50 33.30 36 28.20 40.00 42 32.90 46.60 48 39.90 57.50 54 44.80 64.60 60 50.00 72.00

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.

ATTACHMENT A

45° REINFORCED NOZZLE WELDS (All Angles Other Than 90°)

MH/EA. SIZE SCHEDULE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 1 1.5 6.80 7.10 6.80 7.10 10.20 2 7.20 8.30 7.20 8.30 13.30 3 8.70 10.50 8.70 10.50 16.10 4 11.20 13.50 11.20 13.50 20.20 6 13.80 17.10 13.80 17.10 31.40 8 15.80 21.60 15.80 15.80 15.80 18.10 21.60 26.40 32.80 39.80 44.50 10 17.30 22.70 17.30 17.30 17.30 21.70 26.00 32.10 44.50 48.90 53.20 12 19.20 24.30 19.20 19.20 20.50 27.10 35.40 45.70 51.70 60.80 70.90 14 21.00 27.60 21.00 21.00 23.40 32.60 45.90 52.60 62.20 16 23.70 30.20 23.70 23.70 30.20 40.10 52.90 65.70 82.60 18 25.50 31.60 25.50 29.40 37.40 50.20 59.50 20 28.20 35.60 28.20 35.60 43.40 62.90 71.30 24 29.50 38.40 29.50 51.10 71.20 30 38.00 55.20 36 45.00 66.30 42 52.50 77.20 48 60.00 88.30 54 67.50 99.40 60 75.00 110.10

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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 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.

ATTACHMENT A

MISCELLANEOUS WELDING MH/EA.

SIZE WELDOLET THREADOLET COUPLING S'K'T' WELD

(inch) STD. X.H. 100+ 3000 6000 3000 6000 40/80 100+ 1 1.80 2.20 3.00 1.80 2.20 1.90 2.30 0.60 0.70 1.5 3.00 3.80 4.90 2.90 3.70 2.60 3.20 0.90 1.20 2 3.80 4.70 6.30 3.80 4.70 3.30 4.00 1.00 1.50 3 5.00 6.50 10.50 5.10 6.60 4.40 5.50 1.40 2.00 4 7.00 8.30 11.50 6 8.70 10.00 16.00 8 10.00 11.00 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

CUTTING PIPE & THREADING PIPE MH/EA.

SIZE CUTTING THREADING

(inch) 20/30/40 60/80 100+ 20/30/40 60/80 100+ 1 0.06 0.08 0.11 0.11 0.13 0.16 1.5 0.07 0.10 0.14 0.13 0.16 0.20 2 0.08 0.11 0.15 0.14 0.17 0.22 3 0.09 0.13 0.18 0.16 0.19 0.24 4 0.15 0.21 0.28 6 0.24 0.34 0.46 8 0.33 0.50 0.70 10 0.55 0.83 1.16 12 0.75 1.13 1.52 14 0.95 1.42 1.97 16 1.25 1.88 2.63 18 1.50 2.26 3.16 20 1.75 2.53 3.54 24 2.25 3.37 4.72 30 3.24 4.85 6.80 36 3.88 5.80 8.15 42 4.54 6.80 9.55 48 5.17 7.25 10.90 54 5.83 8.74 12.28 60 6.47 9.70 13.60

INERT GAS SHIELDED ROOT PASS WELDS

(23)

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.

ATTACHMENT A

FLAME CUT BEVELS MH/EA. SIZE SCHEDULE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 2 0.13 0.17 0.13 0.17 0.20 3 0.20 0.23 0.20 0.23 0.27 4 0.23 0.27 0.23 0.27 0.35 0.35 6 0.30 0.38 0.30 0.38 0.43 0.52 8 0.40 0.52 0.40 0.40 0.40 0.43 0.52 0.62 0.68 10 0.52 0.67 0.52 0.52 0.52 0.67 0.75 0.93 12 0.65 0.82 0.65 0.65 0.75 0.82 1.03 14 0.80 0.93 0.80 0.80 0.93 1.20 1.60 16 1.07 1.33 1.07 1.07 1.33 1.67 18 1.60 1.87 1.60 1.60 1.94 2.33 20 2.00 2.40 2.00 2.40 2.73 24 2.94 3.67 2.94 3.74 3.93 30 3.67 4.59 36 4.40 5.51 42 5.15 6.43 48 5.88 7.35 54 6.62 8.25 60 7.35 9.20

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.

ATTACHMENT A

END BEVELS "V" TYPE & "U" TYPE BEVELS MH/EA.

SIZE V-TYPE U-TYPE

(inch) 20/30/40 60/80 100+ to 100 120+ 1 0.05 0.06 0.07 1.5 0.06 0.07 0.08 2 0.07 0.08 0.09 3 0.10 0.11 0.12 4 0.12 0.13 0.15 1.70 2.20 6 0.20 0.25 0.28 2.40 2.80 8 0.33 0.41 0.43 2.80 3.30 10 0.41 0.50 0.54 3.30 3.80 12 0.52 0.63 3.80 4.50 14 0.65 0.73 4.40 5.30 16 0.81 0.95 5.20 6.10 18 0.98 1.15 5.90 7.20 20 1.35 7.10 8.50 24 1.76 9.60 11.60 30 2.50 12.00 14.40 36 3.30 14.40 17.30 42 4.60 16.80 20.20 48 5.25 19.20 23.00 54 5.90 21.60 25.90 60 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

ATTACHING SLIP-ON TYPE FLANGES MH/EA.

SIZE FLANGE RATING

(inch) 150 300 600 900 1,500 1.5 & Under 0.90 1.00 1.30 1.70 1.80 2 1.20 1.30 1.70 2.30 2.50 3 1.70 2.00 2.70 3.40 3.90 4 2.30 2.50 3.70 4.70 5.60 6 3.30 3.70 5.70 6.90 8.10 8 4.70 5.10 7.80 9.40 11.00

(24)

10 5.90 6.50 10.50 11.90 13.30 12 7.30 8.10 13.10 14.70 16.20 14 8.70 9.80 15.70 17.30 16 10.30 11.30 18.20 20.00 18 11.90 13.40 21.20 23.60 20 14.20 15.80 24.20 27.60 24 16.90 18.90 29.70 33.40 30 21.10 23.60 37.10 41.80 36 25.30 28.30 44.50 50.00 42 29.40 34.00 52.00 58.50 48 33.70 37.80 59.40 66.70 54 37.90 42.50 66.90 75.00 60 42.10 47.20 74.20 82.50

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

MH/EA.

SIZE ONE CONNECTION

(inch) PLAIN BACK WELD

3/4 & Under 0.138 0.407 1 0.205 0.504 1.5 0.295 0.738 2 0.325 0.907 3 0.435 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. IPS RANGE 12 Up to 8" 1.10 .55/.80 10" & Over 2.20 1.05/1.90 18 Up to 8" 1.70 .75/1.10 10" & Over 2.80 1.10/2.00 24 Up to 8" 2.60 1.35/1.50 10" & Over 4.10 1.15/2.50 36 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 STD X. H. 20 30 40 60 80 100 120 140 160 1 0.15 0.20 - - - 0.40 1.5 0.18 0.25 - - 0.18 - 0.25 - - - 0.43 2 0.20 0.27 - - 0.20 - 0.27 - - - 0.45 3 0.45 0.55 - - 0.45 - 0.55 - - - 0.63 4 0.55 0.63 - - 0.55 - 0.63 - 0.80 - 0.80 6 0.72 0.90 - - 0.72 - 0.90 - 1.15 - 1.35 8 0.80 1.17 0.80 0.80 0.80 1.17 1.17 1.62 1.70 2.15 2.25 10 1.20 1.62 1.20 .1.20 1.20 1.62 1.80 2.15 2.45 2.95 3.40 12 1.35 1.80 1.35 1.35 1.35 1.95 2.50 3.00 3.40 3.95 4.75

SCREWED FITTINGS, FLANGES & VALVES

SHOE LENGTH

(inch) WELDED ON CLAMPEDON

SIZE (inch)

(25)

14 1.70 2.25 1.70 1.70 1.95 2.70 3.15 3.95 4.50 5.25 5.95 16 1.95 2.70 1.95 1.95 2.70 3.40 4.05 4.95 5.40 6.55 7.65 18 2.30 3.15 2.30 2.80 3.70 4.50 5.40 6.10 7.10 7.65 9.50 20 2.80 3.70 2.80 3.70 4.65 5.65 6.65 7.85 8.85 10.10 11.50 24 3.30 4.50 3.30 4.75 5.75 7.00 8.40 9.35 10.50 12.00 13.70 30 4.15 5.65 - - - -36 4.96 6.75 - - - -42 5.80 7.90 - - - -48 6.60 9.00 - - - -54 7.45 10.10 - - - -60 8.25 11.25 - - -

-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 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 4.50 4.90 - - 4.50 - 4.90 - - - 5.30 3 5.10 5.30 - - 5.10 - 5.30 - - - 6.10 4 5.30 6.10 - - 5.30 - 6.10 - 6.30 - 6.80 6 6.50 7.20 - - 6.50 6.50 7.20 - 7.20 - 8.60 8 7.40 8.20 7.40 7.40 7.40 7.70 8.20 8.90 9.30 9.80 10.30 10 8.10 9.00 8.10 8.10 8.10 8.90 9.30 10.00 10.30 11.10 11.30 12 8.90 9.60 8.90 8.90 9.30 10.00 10.50 11.40 11.90 12.00 13.00 14 9.60 10.40 9.60 . 9.6 10.30 11.10 11.70 12.40 13.30 13.80 14.50 16 10.30 11.20 10.30 10.30 11.20 11.90 12.60 13.70 14.00 14.90 16.10 18 11.20 11.90 11.20 11.60 11.90 12.80 13.70 14.50 15.20 16.10 17.70 20 11.70 12.30 11.70 12.40 12.80 13.70 14.60 16.10 16.80 17.50 19.40 24 12.40 12.90 12.40 13.30 14.00 14.90 16.10 17.70 18.40 19.60 21.90 30 15.50 16.20 - - - -36 18.60 19.40 - - - -42 21.70 22.70 - - - -48 24.80 25.90 - - - -60 31.00 32.40 - - -

-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.

Group 1 0.50% Holy to 1.50-2.00 Chr. 1.75

Group 2 1.75-2.25% Chr. to 4.00 - 6.00% Chr. 2.00

Group 3 6.00 - 8.00% Chr. to 10.00-15.00% Chr.,

3.5% Nickel 2.50

Group 4 Stainless Steel Types 304, 309, 310, 316 2.00

Group 6 ASTM A-333-GRI*, GR4, GR9** 2.00

Group 8 Stainless Steel Types 321 b 347, CU-NI,

Money Inconel, Incoloy, Alloy 20 2.50

(26)

Steel Piping

Group 1 0.50% Holy to 1.50-2.00 Chr. 1.70

Group 2 1.75-2.25% Chr. to 4.00 - 6.00% Chr. 1.85

Group 3 6.00 - 8.00% Chr. to 10.00-15.00% Chr.,

3.5% Nickel 2.20

Group 4 Stainless Steel Types 304, 309, 310, 316 1.95

Group 6 ASIi A-333-GRI*, GR4, GR9** 1.85

Group 8 Stainless Steel Types 321 & 347, CU-NI,

Monel, Inconel, Incoloy, Alloy 20 2.30

*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 ELL TEE FLG. RED. ADPT UNION VLV.

0.38 0.16 0.17 0.24 0.16 0.18 0.15 0.18 0.08 0.35 0.5 0.22 0.23 0.33 0.22 0.25 0.2 0.25 0.11 0.4 0.75 0.28 0.29 0.42 0.28 0.32 0.25 0.35 0.14 0.45 1 0.43 0.44 0.63 0.32 0.5 0.4 0.55 0.22 0.6 1.5 0.85 0.9 1.26 0.7 0.9 0.8 1.00 0.42 1.15 2 0.96 1.00 1.44 0.9 1.00 0.92 1.15 0.5 1.25 3 1.95 2.00 2.91 1.4 2.00 1.8 2.25 0.95 2.5 4 2.00 2.25 3.00 1.65 2.15 1.9 2.75 1.00 3.00

INCLUDES: Handling, preheating and soldering of fittings. EXCLUDES: Handling and installing tubing or pipe.

Bending, bolt-ups, cutting and threading. POLYVINYL CHLORIDE PIPE (PVC)

SIZE PIPE JOINTS SADDLES VALVES

(inch) PER L.F. EA. EA. EA.

0.5 0.090 0.215 0.385 0.135 0.75 0.091 0.223 0.393 0.162 1 0.092 0.230 0.410 0.174 1.5 0.096 0.279 0.449 0.248 2 0.098 0.338 0.508 0.350 3 0.110 0.452 0.622 0.840 4 0.116 0.565 0.735 1.230 6 0.130 0.722 0.892 1.560 8 0.154 0.820 0.995 1.930 10 0.190 1.019 1.021 2.520 12 0.218 1.246 1.326 3.000

INCLUDES: * 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

FIBERGLASS REINFORCED PLASTIC PIPE

SIZE PIPE JOINTS SADDLES VALVES

(inch) PER L.F. EA. EA. EA.

2 0.17 0.68 1.02 0.35 3 0.172 0.91 1.24 0.84 4 0.174 1.13 1.47 1.23 6 0.179 1.45 1.78 1.56 8 0.194 1.64 1.98 1.93 10 0.238 2.04 2.36 2.52 12 0.308 2.45 2.78 3.00

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

CAP /PLUG

(27)

GENERAL: This is "Bondatrand" or equal. For metal & lined valves, see page 3.

For flange bolt-ups, see page 5.

SARAN & RUBBER LINED PIPE & FITTINGS

SIZE HANDLE CUT & MAKE-UP HANDLE

PIPE THREAD JOINTS VALVES

(inch) L.F. EA. EA. EA.

1 0.195 0.322 0.175 0.295 1.5 0.224 0.438 0.315 0.436 2 0.245 0.479 0.36 0.568 3 0.292 0.517 0.49 1.42 4 0.341 0.739 0.633 2.08 6 0.39 1.315 0.709 2.76 8 0.492 2.209 0.797 3.56 10 ,589 3.475 0.895 4.32 12 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 HANDLE CUT & MAKE-UP BUTT WELD

PIPE THREAD JOINTS INCL.

(inch) L.F. EA. EA. LEAD BURN

1 0.22 0.15 0.3 0.9 1.5 0.25 0.16 0.35 1.1 2 0.33 0.25 0.38 1.3 3 0.4 0.33 0.45 1.55 4 0.5 0.5 0.55 1.85 6 0.85 - - 2.5 8 1.2 - - 3.4 10 1.6 - - 4.35 12 2.25 - - 5.55

INCLUDES: Pipe hauling, erecting & aligning. Cutting & threading 2" & smaller by hand. Joints assembled & tightened.

Manual arc weld & fusing of lead in joint. EXCLUDES: Bolt-ups, shop handling, factory assemblies.

GENERAL: If pipe is supplied with lined fittings in place, add 20% to pipe handling units to cover extra weight..

For bolt-ups, see page 5

CEMENT LINED SCH. 40 C.S. PIPE

SIZE HANDLE PIPE BUTT SLEEVE 90° NOZ. PATCH

PIPE CUTS WELDS (2 WELDS) WELD CEMENT

(inch) L.F. EA. EA. EA. EA. EA.

6 0.30 0.65 2.00 3.30 6.10 0.40 8 0.38 1.00 2.60 4.60 7.30 0.50 10 0.48 1.20 3.10 5.70 8.30 0.60 12 0.60 1.45 4.10 6.90 11.40 0.70 14 0.71 2.30 5.00 7.00 13.90 0.80 16 0.94 2.95 6.60 9.20 18.20 0.90 18 1.05 3.70 8.60 10.40 22.80 1.10 20 1.31 4.65 10.40 12.40 27.00 1.30 24 1.65 5.90 13.30 15.50 33.60 1.50

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.

PIPE MAN-HOURS SIZE (Inch) PER L.F.

1 0.0234

HYDROSTATIC - TESTING OF PIPE

(28)

2 0.0282 3 0.0358 4 0.0458 6 0.0290 8 0.0334 10 0.0384 12 0.0432 14 0.0512 16 0.0556 18 0.0634 20 0.0720 24 0.0858 30 0.1088

INCLUDES: 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 Handling & erecting straight run pipe 3 Handling & erecting prefabricated spools 4 Handling line valves

5 Handling control valves 6 Erection bolt-ups 7 Manual butt welds 8 900 Nozzle welds

9 900 Reinforced nozzle welds 10 450 Nozzle weld

11 450 Reinforced nozzle weld 12 Flame cut bevels 13 Machine end bevels

14 Preheating butt & flange welds (incl. N. W. ) 15 Inert gas for shielded root pass

16 Attaching slip-on type flanges 17 Miscellaneous welding 18 Cutting pipe & threading pipe 19 Screwed fittings, flanges & valves 20 Hangers & supports

21 Alloy or stainless steel pipe 22 Soldered non-ferrous fittings 23 Polyvinyl chloride pipe (PVC) . 24 Fiberglass reinforced plastic pipe 25 Saran & rubber lined pipe & fittings 26 Lead lined pipe & fittings 27 Cement lined pipe & fittings 28 Local stress relieving 29 Hydrostatic testing pipe

HANDLING & ERECTING STRAIGHT RUN PIPE MH/L.F.

SIZE (inch) SCHEDULE

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 -

(29)

-48 2.10 -

-54 2.38 -

-60 2.64 -

-INCLUDES: Loading & hauling pipe & fittings from storage yard to erection site. Hoisting & setting in place.

GENERAL: Applicable for pipe 6 & small quantity of associated fittings.

HANDLING & ERECTING FABRICATED SPOOLS MH/L.F. SCHEDULE SIZE (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 0.48 - -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 spool or segment of work. For Brass, Copper & Everdur, double the above units.

HANDLING LINE VALVES MH/EA. SIZE (inch) FLANGE RATING

150 300/400 600/900 1500 1 0.27 0.30 0.50 0.60 1.5 0.40 0.43 1.00 1. 0 2 0.52 0.80 1.40 1.60 3 1.30 1.70 2.20 2.60 4 1.90 2.20 2.80 3.40 6 2.55 3.25 3.75 4.35 8 3.25 3.85 4.65 6.15 10 3.95 4.65 5.55 7.55 12 4.65 5.55 6.95 9.35 14 5.65 6.60 8.15 11.90 16 6.45 7.70 9.65 14.15 18 7.30 8.85 11.35 16.75 20 8.45 10.00 12.85 -24 9.30 11.25 15.00 -30 12.00 14.50 19.50 -36 14.40 17.45 - -42 16.80 20.35 - -48 19.20 23.20 - -54 21.60 26.15 - -60 24.00 29.00 -

-INCLUDES: 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

(30)

MH/EA.

SIZE FLANGE RATING

(inch) 150 300 / 400 600 / 900 1 500 1 0.7 0.8 1.3 1.5 1.5 1.0 1.1 2.5 3.3 2.0 1.3 2.0 3.5 4.0 3.0 3.3 4.3 5.5 6.5 4.0 4.8 5.5 7.0 8.5 6.0 6.4 8.2 9.4 10.9 8.0 8.2 9.7 11.6 15.4 10.0 9.9 11.7 13.9 18.9 12.0 11.7 13.9 17.4 23.4 14.0 14.2 16.5 20.4 29.8 16.0 16.2 19.3 24.2 -18.0 18.3 22.1 28.2 -20.0 21.2 25.0 32.2 -24.0 23.3 28.1 37.4 -30.0 30.0 36.2 - -36.0 36.0 43.6 - -42.0 42.0 50.8 - -48.0 48.0 58.0 -

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

ERECTION BOLT-UPS MH/EA.

SIZE FLANGE RATING

(inch) 150 300 / 400 600 900 1500 2500 1 0.67 0.84 0.93 - - - 1.50 0.70 0.88 0.98 - - - 2.00 0.77 0.96 1.07 - 1.56 2.07 3.00 0.84 1.05 1.47 1.69 2.15 2.86 4.00 1.50 1.88 2.09 2.25 2.81 3.73 6.00 1.80 2.05 2.28 2.62 3.28 4.35 8.00 2.00 2.30 2.55 2.93 3.66 4.85 10.00 2.60 3.00 3.32_ 3.82 4.77 7.32 12.00 3.50 4.05 4.37 5.02 6.27 8.34 14.00 4.20 4.85 5.23 6.04 7.55 16.00 4.90 5.65 6.45 7.32 9.15 -18.00 5.50 6.35 7.40 8.51 10.65 -20.00 6.50 7.50 8.80 10.11 12.66 -24.00 7.60 8.85 10.40 11.97 14.95 -30.00 9.00 10.35 12.15 - - -36.00 10.90 12.55 14.70 - - -42.00 13.50 15.55 - - - -48.00 15.40 17.75 - - - -54.00 16.90 19.50 - - - -60.00 19.80 22.80 - -

-INCLUDED: 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 sizes based on Mss, 175 & 350 standards.

MANUAL BUTT WELDS MH/EA. SCHEDULE SIZE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160 1 0.70 0.80 - - 0.70 - 0.80 - - - 1.00 1.5 0.80 0.90 - - 0.80 - 0.90 - - - 1.30 2.0 1.00 1.10 - - 1.00 - 1.10 - - - 1.60 3.0 1.30 1.40 - - 1.30 - 1.40 - - - 2.10 4.0 1.50 1.80 - - 1.50 - 1.80 - 2.80 - 3.00 6.0 2.00 2.50 - - 2.00 - 2.50 - 3.80 - 4.90 8.0 2.60 3.30 2.60 2.60 2.60 3.00 3.30 4.60 6.00 7.50 8.60 10.0 3.10 4.00 3.10 3.10 3.10 4.00 5.10 6.80 9.40 11.40 13.10 12.0 3.60 4.70 3.60 3.60 4.10 5.20 6.60 9.90 12.20 15.30 17.90 14.0 4.30 5.70 4.30 4.30 5.00 6.80 9.60 13.20 16.20 19.20 22.70 16.0 5.00 6.60 5.00 5.50 6.60 8.40 12.40 19.50 20.70 25.00 27.70 18.0 5.90 7.70 5.90 6.80 8.60 11.20 16.40 21.80 25.60 29.90 33.70 20.0 6.30 8.40 6.30 8.40 9.40 13.80 19.50 26.00 31.90 37.00 40.80