bechtel estimation manual

INTRODUCTION

In the late 1950's and early 1960's, Bechtel accumulated a wealth ofstatistical data of labor performance in the Bay area from variousSOCAL and Tidewater jobs. These statistics in total led to theestablishment 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 theiradoption as the current "BPI Standards" in 1982. These standards werereviewed and revised for errors, anomalies and changes in the reportingpractice in 1984, but the fundamental standard rates eachcommodity remain essentially unchanged.

Unless instructed otherwise by division management, all estimates willuse the STANDARD UNIT MANHOURS detailed herein. Conversation ofestimated standard manhours to site manhours, calculation of directlabor 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 (letteraccount) as follows:

1. BPI Standard Manhours2. BPI Code of AccountsThese define the scope chargeable to each major commodity group(letter account).

The standard now incorporate an alternate method of estimatingstandard piping manhours using detailed work operation derived from"page & Nation" publications. These alternate piping standard shouldonly be used where significantly greater precision is required (suchas lump sum construction bidding).

TABLE OF CONTENTS.

C Columns & Pressure VesselsD TanksE ExchangerF Fired HeatersG Pumps & DriversK Compressors & DriversL PipingT Special EquipmentJ InstrumentsM SteelN Insulation & FireproofingP ElectricalQ ConcreteS Site WorkY Other Area Directs

SUR-PIPING Standard Unit Rates- PipingSUR-SPOOL Standard Unit Rates- SpoolSUR-VALVES Standard Unit Rates- ValvesSUR-BOLT-UPS Standard Unit Rates- Bolt-UpsSUR-WELDS Standard Unit Rates- WeldSUR-BEVELS Standard Unit Rates- BevelsSUR-PIPE Standard Unit Rates- PipeSUR-FITTINGS Standard Unit Rates- Fittings

R&C Manhour Standard SAMEStand. Unit Manhours Standard Unit ManhoursEst. Basic Piping Mhours Estimating Basic Piping ManhoursLabor Productivity SAMEMASONRY SAME

The subsequent described below are group into Sheet "L" of this book:

C4

Refer to Sheet C of this Book.

C5

Refer to Sheet D of this Book.

C6

Refer to Sheet E of this Book.

C7

Refer to Sheet F of this Book.

C8

Refer to Sheet G of this Book.

C9

Refer to Sheet K of this Book.

C10

Refer to Sheet L of this Book.

C11

Refer to Sheet T of this Book.

C12

Refer to Sheet J of this Book.

C13

Refer to Sheet M of this Book.

C14

Refer to Sheet N of this Book.

C15

Refer to Sheet P of this Book.

C16

Refer to Sheet Q of this Book.

C17

Refer to Sheet S of this Book.

C18

Refer to Sheet Y of this Book.

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

AccountQ (Conc) 0.85 0.95 0.80P (Elec) 0.85 0.95 0.80L (Pipe) 1.05 1.15 1.00S (Site) 0.90 1.00 0.90M (Steel) 0.95 1.10 0.95J (Instr) 0.95 1.00 0.90

1.05 1.10 1.00Overall Aug. 0.98 1.10 0.94

Northern Calif.

Southern Calif.

Pacific North West

C Vol/Vess Equip.

Bechtel Construction, Inc.BPI ESTIMATING REFERENCEBPI MANHOUR STANDARDS

TABLE OF CONTENTS

C Columns & Pressure VesselsD TanksE ExchangerF Fired HeatersG Pumps & DriversK Compressors & DriversT Special EquipmentJ InstrumentsM SteelN Insulation & FireproofingP ElectricalQ ConcreteS Site WorkY Other Area Directs

SUR-PIPING Standard Unit Rates- PipingSUR-SPOOL Standard Unit Rates- SpoolSUR-VALVES Standard Unit Rates- ValvesSUR-BOLT-UPS Standard Unit Rates- Bolt-UpsSUR-WELDS Standard Unit Rates- WeldSUR-BEVELS Standard Unit Rates- BevelsSUR-PIPE Standard Unit Rates- PipeSUR-FITTINGS Standard Unit Rates- Fittings

R&C Manhour Standard SAMEStand. Unit Manhours Standard Unit ManhoursEst. Basic Piping Mhours Estimating Basic Piping ManhoursLabor Productivity SAMEMASONRY SAME

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

AccountQ (Conc) 0.85 0.95 0.80P (Elec) 0.85 0.95 0.80L (Pipe) 1.05 1.15 1.00S (Site) 0.90 1.00 0.90M (Steel) 0.95 1.10 0.95J (Instr) 0.95 1.00 0.90

1.05 1.10 1.00Overall Aug. 0.98 1.10 0.94

INTRODUCTION

In the late 1950's and early 1960's, Bechtel accumulated a wealth ofstatistical data of labor performance in the Bay area from variousSOCAL and Tidewater jobs. These statistics in total led to theestablishment 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 theiradoption as the current "BPI Standards" in 1982. These standards werereviewed and revised for errors, anomalies and changes in the reportingpractice in 1984, but the fundamental standard rates eachcommodity remain essentially unchanged.

Unless instructed otherwise by division management, all estimates willuse the STANDARD UNIT MANHOURS detailed herein. Conversation ofestimated standard manhours to site manhours, calculation of directlabor 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.

account) as follows:1. BPI Standard Manhours2. BPI Code of AccountsThese define the scope chargeable to each major commodity group(letter account).

The standard now incorporate an alternate method of estimatingstandard piping manhours using detailed work operation derived from"page & Nation" publications. These alternate piping standard shouldonly be used where significantly greater precision is required (suchas lump sum construction bidding).

INDEX

Commodity Group .2 -

MAJOR EQUIPMENTC Columns and Pressure Vessels 3D Tanks and Storage Facilities 8E Exchangers 10F Fired Heaters 12G Pumps & Drivers 16K Compressors & Drivers 18T Special Equipment 20

OTHER DIRECT MATERIALJ Instrumentation 22L Piping 34M Structural Steel 58N Insulation and Fireproofing 62P Electrical 67Q Concrete Work 94R Building -S Site Improvement 106X Painting -Y Other Area Directs: Scaffolding, 113

Temporary Electrical Facilitiesand General Clean-up

Attachment:A. Piping Standards by Work Operation.

ATTACHMENT BSUMMARY OF PROPOSED CHANGES TO BPI MANHOUR STANDARDS JULY 1984GENERAL

References to cost codes for material costs have beendeleted throughout the manhour standards, because they werein conflict with the cost code definitions in the "ProjectCost Control Code of Accounts" procedure 302 issued May1978. These definitions are more up to date and consistentwith current practice.The Project Cost Control Code of Account will be includedin the Estimating Reference in the next issue.

Scaffolding standards have been included for the first time.

EQUIPMENTMinor revisions have been made to small vessels and pumpsup to 600 HP. We are still reviewing potential changes toair coolers and compressors.

INSTRUMENTSDifferent type of flow switches, displacement levelinstruments and differential pressure gauges have been"broken out" from the previous averages. Other changes arevery minor and we have resisted the temptation to changebecause we have had good success with the account.

PIPINGMultipliers (on the C.S. Rates) for:

Alloy Field Fabrication (normally a small item) have beenincreased by around 30% based on similar shop rates fromShop Fabricators

Alloy Pipe Installation (normally a significant item) havebeen increased by around 5% based on Field Welds.

Small bore piping rates for Fabrication and erection are

Letter Account

Code

now based on size and not method of fabrication. Thisincreases small Bore Fab + Install Standard Rates fromaround 0.6 to 0.9 MH/LF, which is close to actual practicein both Houston and San Francisco.

We have included a new (low) rate for installing 2" rackpiping and we will be using account L11 in future to trackrack 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 ourpiping standards by 5% overall excluding the small-borepiping changes.

STRUCTURAL STEELMinor changes of little significance.

INSULATION/FIREPROOFINGPiping insulation rates have been increased by a factor ofaround 1.75 because we have discovered the previousstandards excluded the installation of the jacket.Standard for cryogenic insulation have been added.Fireproofing standards are unchanged

ELECTRICALDefinition for U/G PVC conduit installation have beenimproved, based on jobsite feedback.

Account P29 has been made a labor account exclusively forthe installation of large electrical boxes. We areexpecting our estimators to interpret these standardsstrictly, and to show any allowances they have added as a"bottom-line" entry so that it can be reviewed easily.

CONCRETEThe rates for foundation concrete/rebar placing andformwork have been revised as follows

OLD NEW UNITQ11 Place Concrete 1.50 1.00 MH/CYQ21 Place Rebar 15.00 20.00 MH/TONQ02 Fabricate Forms 0.10 0.10 MH/SFQ31 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 beenrevised accordingly.

The increase in rates in this account is balanced by adecrease in the "S" account.

BUILDINGSMinor changes of little significance.

SITEWORKDescription of earthmoving operations have been revised toensure that the (low) rough grading rate is used whereverappropriate.

Rates for mass excavation/backfill have ben revised asfollows:

OLD NEW UNITS11 Excavation 0.50 0.20 MH/CYS12 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/backfillcounterbalances the concrete increase and is closer toactual experience.

"L" - PIPING

GENERALIncludesThe 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 includingstrong strong backs and bridles).

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

5. Fire protection systems.ExcludesThe following is a list of piping system that belong in the otherAccounts.

"J" Account1. Instrument Air Sub-header2. Instrument tubing

"S" Account1. Sewers (incl.oily water storm and sanitary sewers)2. Surface drainage

"R" Account1. Building Plumbing2. Heating and Ventilating Piping

A supplemental method using work operation is included - SeeAttachment 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 forinstallation aboveground or underground.

Size (inch) MH/LF1/2 0.263/4 0.271 0.29

1 1/2 0.342 0.39

area, and the delivery of the fabricated items to a storage areaor 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 forinstallation aboveground and underground, including fire hydrantsif applicable.


Pipe Erection Butt Weld Socket Weld Saddle Weld Cut PrepMH/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 0.101 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 0.151.5 0.08 0.12 1.20 0.90 1.80 6.00 0.68 0.50 0.70 0.18 0.182 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 0.223 0.13 0.21 1.50 1.50 2.90 9.60 1.50 0.80 0.90 0.25 0.254 0.14 0.26 1.60 1.70 3.60 12.00 2.00 1.00 0.28 0.285 0.17 0.32 2.00 4.20 14.00 2.50 1.50 0.29 0.296 0.25 0.39 2.40 5.00 16.60 2.50 2.00 0.30 0.308 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 0.5012 0.43 0.76 4.80 9.00 29.60 4.00 3.50 0.47 0.6014 0.50 0.84 5.60 10.00 32.60 5.00 4.00 0.60 0.7016 0.60 0.90 6.40 11.00 37.00 5.50 4.50 0.70 0.8018 0.68 0.96 7.20 12.50 42.00 6.00 5.00 0.80 0.1020 0.78 1.00 8.00 14.00 46.60 7.00 6.00 0.90 1.2024 0.80 1.10 9.60 16.80 56.00 7.50 7.00 1.10 1.5030 0.85 1.20 12.00 20.90 69.60 8.00 8.00 1.20 2.0036 0.90 1.30 14.40 10.50 9.00 1.60 2.5042 0.95 1.40 16.80 12.00 10.00 2.00 3.00

1. FOREMAN ADD 14% TO LABOR HOURS2. EQUIPMENT ADD 23% TO LABOR HOURS3. CONSUMABLES ADD 2% TO LABOR HOURS4. SMALL TOOLS ADD 3% TO LABOR HOURS5. FIELD STAFF AS REQUIRED6. SUPPORT CRAFT ADD 21% TO LABOR HOURS7. MOBILIZATION ADD MOVEOUT AS REQUIRED8. 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)

Spool Erection

Reinforced Weld

Thread Connection

Flange Connection Valve Intall

10. HYDROTEST ADD 5% TO LABOR HOURS11. STRESS RELIEVING AS REQUIRED

SHOP FABRICATION LABOR COST IN HOURS

Butt Welds Mitre Weld Install ValveMH/EA.

1 0.70 1.80 3.60 1.10 0.50 0.50 0.50 0.401.25 0.70 1.80 3.60 1.10 0.60 0.50 0.50 0.501.50 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 0.702.50 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 0.803.50 1.30 3.30 6.60 2.00 1.80 0.80

4 1.40 3.50 7.00 2.10 2.00 1.005 1.70 4.30 8.60 2.60 2.50 1.506 1.80 4.50 9.00 2.70 2.50 2.008 2.40 6.00 12.00 3.60 3.00 2.50

10 3.00 7.50 15.00 4.50 3.50 3.0012 3.50 8.80 17.60 5.30 4.00 3.5014 3.90 9.80 19.60 5.90 5.00 4.0016 4.40 11.00 22.00 6.60 5.50 4.5018 5.00 12.50 25.00 7.50 6.00 5.0020 5.50 13.80 27.60 8.30 7.00 5.5024 6.70 16.80 33.60 10.10 7.50 6.0030 8.30 20.80 41.60 12.50 8.00 6.50

1. ADD 2.00 MANHOURS FOR SHOP2. ADD FOR LOADING & HAULING3. ADD FOR Q.A.4. ADD 0.50 MANHOURS FOR CONSUMABLES5. ADD SHOP SUPT.6. ADD EQUIPMENT CRANE & ETC.

FIELD PIPING LABOR COST IN HOURS

Install Valves Mitre WeldsMH/L.F. MH/EA.

1 0.07 0.07 0.90 0.50 0.50 2.30 4.60 1.40 0.60 0.501.25 0.08 0.08 1.10 0.50 0.50 2.80 5.60 1.70 0.70 0.601.50 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 0.902.50 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 1.503.50 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 3.605 0.33 0.17 2.80 2.50 1.50 7.00 14.00 4.206 0.39 0.20 3.30 2.50 2.00 8.30 16.60 5.008 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 7.5012 0.76 0.38 5.90 4.00 3.50 14.80 29.60 8.9014 0.84 0.42 6.50 5.00 4.00 16.30 32.60 9.8016 0.90 0.45 7.40 5.50 4.50 18.50 37.00 11.1018 0.96 0.48 8.40 6.00 5.00 21.00 42.00 12.6020 1.00 0.50 9.30 7.00 6.00 23.30 46.60 14.0024 1.10 0.55 11.20 7.50 7.00 28.00 56.00 16.8030 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 PipingNormal 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 0.704 0.55 4 0.946 0.72 6 1.448 0.85 8 1.70

10 0.98 10 1.9612 1.11 12 2.2214 1.22 14 2.4416 1.34 16 2.6818 1.43 18 2.8620 1.60 20 3.2024 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


Socket Welds

Screwed Joints

* 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 forinstallation 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 forinstallation aboveground or underground.

Use C.S. piping field fabrication manhour standards inconjunction with field fabrication multipliers for all alloypiping fabrication.

Field Fabrication MultipliersMaterial Classification - Group Numbers Multiplier

Group 1 0.50% Moly to 1.5-2.00 Chr. 1.70Group 2 1.75-2.25% Chr. To 4.00 - 6.00% Chr. 2.00Group 3 6.00-8.00% Chr. To 10.00-15.00% Chr., 2.40

3.5% NickelGroup 4 Stainless Steel Type 304, 309, 310, 316 2.00Group 5 Copper, Brass, Everdur 2.00Group 6 ASTM A-333-GR1*, GR4, GR9* 2.00Group 7 Hasteloy, Titanium, 99% NI. 3.00Group 8 Stainless Steel Types 321 & 347, CU-NI, 2.40

Monel, Inconel, Incoloy, Alloy 20Group 9 Alluminum 2.70

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


L-05 Field Fabricated Specialty PipingUnit Rates

fabrication of all specialty piping to be establishedon a job by job basis


L-09 Fabricate Pipe Hangers and SupportsUnit Rates

aboveground pipe hangers and supports (e.g., to be establishedbrackets, 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-11The 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, thethe installation of piping specialities, and all hangers and

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

Aboveground Erection MH/41/2" 0.593/4" 0.611" 0.63

1 1/2" 0.662" (Spooled) 0.682" (Rack) 0.28

from their original storage/warehouse location to the area ofinstallation (with code L-99), the installation of instrumentair sub-header piping (with code J-74) and the installation of







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

steam tracing leads (with code L-80). Also excludes the

installation of piping furnished with equipment (e.g., lubeand/or seal oil piping furnished with a compressor). The

code which covers the item(s) of equipment with which the pipingwas 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 connectionsincluding the installation of control and relief valves, andother valves, in line specialties, all labor expended incorrecting "moan list" resulting from P&ID checks, and the repairing of defects detected by testing and inspectionoperations. The installation operation will be segregatedbetween straight run and spooled piping by size grouping asfollows:

Control Code Fld. Lbr. CodeL-122 Install Straight Run A/G Piping 2 1/2" to 6" L-12L-123 Install Straight Run A/G Piping 8" to 12" L-13L-124 Install Straight Run A/G Piping 14" to 24" L-14L-125 Install Straight Run A/G Piping 26" & Larger L-15L-126 Install Spooled A/G Piping 2 1/2" to 6" L-16L-127 Install Spooled A/G Piping 8" to 12" L-17L-128 Install Spooled A/G Piping 14" to 24" L-18L-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 Spooled3 0.31 0.76 0.32 1.014 0.33 0.90 0.37 1.206 0.47 1.03 0.62 1.368 0.57 1.21 0.73 1.60

10 0.84 1.29 1.26 1.9412 1.01 1.34 1.41 2.1614 1.16 1.40 1.53 2.3416 1.39 1.46 2.34 2.5318 1.45 1.52 2.46 2.7420 1.60 1.60 2.59 2.9524 1.80 1.80 3.36 3.3630 2.10 2.10 3.93 3.9336 2.40 2.4042 2.70 2.7048 3.00 3.0060 3.60 3.60

and the labor to deliver pipe, fittings, flanges and valves fromtheir original storage/warehouse location to the area ofinstallation (w/L-99).

Install PVC Pipe

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

.50 0.11

.75 0.121 0.12

1.50 0.162 0.163 0.234 0.266 0.458 0.55

Install Lined Carbon Steel PipeManhours/L.F.

Epoxy Rubber (Flgd. Ends)Size (inch) Size (inch)

1 0.17 2 0.231.50 0.25 3 0.27

2 0.32 4 0.373 0.49 6 0.534 0.63 8 0.646 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)

8 1.56 12 1.1310 2.65 14 1.3012 3.18 16 1.47

18 1.6220 1.8024 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 1.582 0.22 16 1.803 0.28 18 2.034 0.36 20 2.256 0.48 24 2.708 0.90 30 3.38

10 1.13 36 4.05

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

3 0.194 0.26 0.28 0.28

10 0.3112 0.3614 0.416 0.44

Install Clay Tile PipeManhours/L.F.

Size (inch) Mortar Joint4 0.20 0.106 0.25 0.148 0.40 0.20

10 0.50 0.2512 0.66 0.3315 0.74 0.3518 0.80 0.4021 1.00 0.5024 1.40 0.70


Install Concrete PipeManhours/L.F.

Size (inch) Plain End T & G8 0.30 0.29

10 0.34 0.3312 0.35 0.3415 0.40 0.3818 0.44 0.4420 0.46 0.4424 0.50 0.48

Install Reinforced Concrete PipeManhours/L.F.

Size (inch) Plain End Bell End T & G30 0.46 0.83 0.7433 0.49 0.90 0.8136 0.50 0.98 0.8839 0.51 1.05 0.9442 0.53 1.13 1.0045 0.54 1.20 1.0648 0.55 1.28 1.1154 0.60 1.35 1.1860 0.68 1.50 1.45


Install Asbestos - Cement Pipe

Rubber Ring Joint (inch)


Install Bordsilicate Glass Pipe

(With Beaded Ends for Compression Couplings)

1.50 0.212 0.223 0.234 0.256 0.26

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

Aboveground

Size (inch) On Sleeper T & G2 0.19 0.24 0.223 0.23 0.29 0.264 0.25 0.31 0.286 0.30 0.38 0.348 0.38 0.48 0.43

10 0.47 0.66 0.5712 0.55 0.77 0.6614 0.69 0.96 0.8216 0.80 1.20 1.0018 0.90 1.30 1.1020 1.00 1.40 1.2024 1.20 1.60 1.4030 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., lubeand/or seal oil piping furnished with a compressor). The


L-17 Carbo Steel Piping Specialties Fld. Lbr. Code L-50Items covered by this code encompass such things as: exhaustheads, flame arrestors, strainers, steam traps, expansionjoints, oil and steam separators, spectacle blinds, flexiblehose and hose racks, fire hydrants, fire monitors, fire hose,product loading racks or arms mechanical coupling, sampleoutlet and coolers, eye wash and shower stations, etc.(Material only)

Install Utility Hose and Hose Rack 10 manhours per unitInstall Safety Shower Units 25 manhours per unitFire Hydrants 25 manhours per unit

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



from their original storage/warehouse location to the area of installation (with code L-99). For installation rates refer toL-22 multipliers.

Install A/G Alloy Piping - 2-1/2" and LargerThe installation of 2-1/2" and larger A/C alloy piping includesthe 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)




Excludes labor for the delivery of pipe, fittings and valves

L-223 Install Straight Run A/G Piping 8" to 12" L-23


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-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 carbonsteel 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 whichshould 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 "SpecialtyPiping." 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 beL31, and the Home Office M/R number(s) will be L31*). Itis 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 fromP&ID checks, and the repairing of defects detected by testing and inspection operations.

Installation MultipliersMaterial Classification - Group Numbers Multiplier

Group 1 0.50% Moly to 1.50-2.00% Chr. 1.2Group 2 1.75-2.25% Chr. to 4.00-6.002 Chr. 1.3Group 3 6.00-8.00% Chr. to 10.00-15.00%Chr.,3.5% Nickel 1.5Group 4 Stainless Steals Types 304, 309,310, 316 1.3Group 5 Copper, Brass, Everdur 1.3Group 6 ASTM A-333-GRI*, CR4, GR9* 1.3Group 7 Hastelloy, Titanium, 99% NI. 1.7Group 8 Stainless Steel Types 321 b 347,

1.5Cu-Ni, Monel, Inconel, Incoloy,Alloy 20Group 9 Aluminum 1.6

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


L-70 Install Underground Carbon Steel Piping Fld. Lbr. Code L-70

wrapped carbon steel piping (other than sewers and drains whichare 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 fromP&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 1.30For 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 PipeProcess 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 commerciallyApply one prime coat of pipeline primerApply 3/32" pipeline enamelApply two ply of 15 lb. tarred feltApply one seal coat of pipeline enamel

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

.75 0.04 10 0.251 0.04 12 0.28

1.50 0.06 14 0.322 0.07 16 0.373 0.09 18 0.414 0.12 20 0.456 0.16 24 0.618 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 thecondensate from the steam trap to a drain or the condensate

steel tubing, copper tubing fittings, valves, traps, condensatepots, 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,

Excludes shields and insulation (N-10 account). Excludes labor

B811

2.50 & Under

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

Manhours/LF Unit

Tracer Copper tubing 0.3 MH/LFCarbon Steel (tubing) 0.4 MH/LFPipe 0.8 MH/LFStainless steel tubing 0.6 MH/LF

Tracer Leads Supply and returnScrd. 0.4 MH/LFScrd. Backwelded 0.7 MH/LFSocket Weld 0.6 MH/LFUnitherms (pre insulated tubi 0.5 MH/LF

Miscellaneous Piping Items and Operations

L-91 Stress Relieving L-91Includes 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 weldduring the stress-relieving operation and Brinell Testing of the weld.

Manhours Each for Carbon Steel

Electric-Resistance Allow 2.0 MH/Diameter-InchExothermic Allow 0.6 MH/D.I.

Multipliers for Alloy Piping

Chrome-1/2-13XMoly-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 wallthickness of 3/4" or greater must be stress relieved to complywith 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 doneby 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-93To 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 0.17Off Plot -A/G installation MHS x 0.15

Definition of Installation ManhoursTotal 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.

Includes the labor for the handling and erection of all hangers

testing & inspection etc. in the L90 series accounts.

For construction reporting purposes, account L-94 should beabsorbed 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 shopand 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 andinspection 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 ofpipe, valves, and fittings to the area of installation or to the on-site spool fabrication shop. Delivery of on-site fabricatedspools 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 0.05plus 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 AWORK OPERATIONS, FIELD HANDLING, FABRICATION & ERECTION

TABLE OF CONTENTSSection 5.2-A Page

HANDLING & ERECTING STRAIGHT RUN PIPE 2HANDLING & ERECTING PREFABRICATED SPOOLS 3HANDLING LINE VALVES 4HANDLING CONTROL VALVES 5ERECTION BOLT-UPS 6MANUAL BUTT WELDS 790° NOZZLE WELDS 890° REINFORCED NOZZLE WELDS 945° NOZZLE WELDS 1045° REINFORCED NOZZLE WELDS 11INERT GAS SHIELDED ROOT PASS WELDS 12MISCELLANEOUS WELDING 13CUTTING PIPE & THREADING PIPE 14FLAME CUT BEVELS 15"V" & "U" TYPE BEVELS 16ATTACHING SLIP-ON FLANGES 17SCREWED FITTINGS, FLANGES & VALVES 18INSTALLING SHOES & SUPORTS 19PREHEATING BUTT & FLANGE WELDS (Incl. N.W.) 20LOCAL STRESS RELIEVING 21FACTORS FOR FIELD MANHOURS 22SOLDERED NON-FERROUS FITTINGS 23POLYVINYL CHLORIDE PIPE (PVC) 24FIBERGLASS REINFORCED PLASTIC PIPE 25SARAN & RUBBER LINED PIPE & FITTINGS 26LEAD LINED PIPES & FITTINGS 27CEMENT LINED SCH. 40 C.S. PIPE 28HYDROSTATIC - TESTING OF PIPE 29

ATTACHMENT AHANDLING & 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

Excludes the handling of all pipe material within the area of installation.

B1039

1 AND UNDER

1.5 0.17 0.22 0.272 0.19 0.24 0.293 0.21 0.28 0.354 0.23 0.31 0.396 0.25 0.38 0.508 0.30 0.48 0.65

10 0.39 0.60 0.8212 0.48 0.73 1.0014 0.57 0.87 1.1916 0.70 1.02 1.3918 0.80 1.17 1.6020 0.90 1.32 1.8124 1.04 1.49 2.0430 1.2936 1.5742 1.8548 2.1054 2.3860 2.64

INCLUDES: Loading & hauling pipe & fittings from storage yard to erectionsite. 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 SPOOLSMH/L.F.

SIZE SCHEDULE(inch) 10 to 60 80 to 100 120 to 160

1 0.28 0.32 0.351.5 0.32 0.37 0.452 0.34 0.40 0.493 0.39 0.48 0.594 0.41 0.52 0.666 0.47 0.64 0.848 0.57 0.81 0.99

10 0.72 1.00 1.3812 0.88 1.23 1.6914 1.01 1.46 2.0116 1.27 1.71 2.3418 1.48 1.96 2.6920 1.74 2.22 3.0424 1.94 2.51 3.4330 2.4336 2.9842 3.4848 3.9654 4.4860 4.98

INCLUDES: Loading & hauling from storage yard to erectionsite. 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 AHANDLING LINE VALVES

MH/EA.SIZE FLANGE RATING(inch) 150 300/400 600/900 1,500

1 0.27 0.30 0.50 0.601.5 0.40 0.43 1.00 1.302 0.52 0.80 1.40 1.603 1.30 1.70 2.20 2.604 1.90 2.20 2.80 3.406 2.55 3.25 3.75 4.358 3.25 3.85 4.65 6.15

10 3.95 4.65 5.55 7.5512 4.65 5.55 6.95 9.3514 5.65 6.60 8.15 11.9016 6.45 7.70 9.65 14.1518 7.30 8.85 11.35 16.7520 8.45 10.00 12.8524 9.30 11.25 15.0030 12.00 14.50 19.5036 14.40 17.4542 16.80 20.3548 19.20 23.20

B1070

1 AND UNDER

B1103

1 AND UNDER

54 21.60 26.1560 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 AHANDLING CONTROL VALVES


1 0.68 0.75 1.25 1.501.5 1.00 1.08 2.50 3.252 1.30 2.00 3.50 4.003 3.25 4.25 5.50 6.504 4.75 5.50 7.00 8.506 6.40 8.15 9.35 10.908 8.15 9.65 11.60 15.40

10 9.85 11.65 13.85 18.9012 11.65 13.90 17.40 23.4014 14.15 16.50 20.40 29.7516 16.15 19.25 24.1518 18.25 22.10 28.2020 21.15 25.00 32.1524 23.25 28.10 37.4030 30.00 36.2036 36.00 43.6042 42.00 50.8048 48.00 58.00

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

EXCLUDES: Bolt-ups & Instrument Tubing.

ATTACHMENT AERECTION BOLT-UPS

MH/EA.SIZE FLANGE RATING(inch) 150 300/400 600 900 1,500 2,500

1 0.67 0.84 0.931.5 0.70 0.88 0.982 0.77 0.96 1.07 1.56 2.073 0.84 1.05 1.47 1.69 2.15 2.864 1.50 1.88 2.09 2.25 2.81 3.736 1.80 2.05 2.28 2.62 3.28 4.358 2.00 2.30 2.55 2.93 3.66 4.85

10 2.60 3.00 3.32 3.82 4.77 7.3212 3.50 4.05 4.37 5.02 6.27 8.3414 4.20 4.85 5.23 6.04 7.5516 4.90 5.65 6.45 7.32 9.1518 5.50 6.35 7.40 8.51 10.6520 6.50 7.50 8.80 10.11 12.6624 7.60 8.85 10.40 11.97 14.9530 9.00 10.35 12.1536 10.90 12.55 14.7042 13.50 15.5548 15.40 17.7554 16.90 19.5060 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.

ATTACHMENT A

B1142

1 AND UNDER

B1171

1 AND UNDER

MANUAL BUTT WELDSMH/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 1.001.5 0.80 0.90 0.80 0.90 1.302 1.00 1.10 1.00 1.10 1.603 1.30 1.40 1.30 1.40 2.104 1.50 1.80 1.50 1.80 2.80 3.006 2.00 2.50 2.00 2.50 3.80 4.908 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 13.1012 3.60 4.70 3.60 3.60 4.10 5.20 6.60 9.90 12.20 15.30 17.9014 4.30 5.70 4.30 4.30 5.00 6.80 9.60 13.20 16.20 19.20 22.7016 5.00 6.60 5.00 5.50 6.60 8.40 12.40 19.50 20.70 25.00 27.7018 5.90 7.70 5.90 6.80 8.60 11.20 16.40 21.80 25.60 29.90 33.7020 6.30 8.40 6.30 8.40 9.40 13.80 19.50 26.00 31.90 37.00 40.8024 6.90 10.10 6.90 13.30 20.10 25.20 35.80 43.50 49.30 59.3030 8.60 12.6036 10.40 15.2042 12.10 17.7048 13.80 20.2054 15.50 22.7060 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 A90° 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 3.101.5 2.40 2.60 2.40 2.60 4.002 2.80 3.10 2.80 3.10 5.303 3.20 4.00 3.20 4.40 6.604 4.00 5.20 4.00 5.60 7.00 8.606 5.40 7.50 5.40 7.50 10.90 13.908 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 32.8012 8.10 11.80 8.10 8.10 9.90 13.10 17.00 23.50 28.70 34.70 39.2014 9.30 13.60 9.30 9.30 11.60 16.00 22.70 28.90 34.60 38.9016 10.60 15.20 10.60 10.60 15.20 20.20 26.80 36.50 41.4018 11.60 16.30 11.60 15.10 19.10 25.40 30.10 44.1020 13.00 18.30 13.00 18.30 22.30 32.60 35.4024 14.20 19.80 14.20 27.70 41.7030 17.90 24.8036 21.40 29.7042 25.00 34.7048 28.60 39.6054 32.20 44.5060 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 A90° REINFORCED NOZZLE WELDS


11.5 5.00 5.40 5.00 5.40 7.702 5.30 5.90 5.30 5.90 9.903 6.70 7.90 6.70 7.90 12.004 8.10 10.00 8.10 10.00 12.50 15.306 10.20 12.80 10.20 12.80 18.50 23.108 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 39.1012 14.20 18.30 14.20 14.20 15.30 20.30 26.30 35.50 39.50 44.60 47.70

A1207

1 AND UNDER

A1243

1 AND UNDER

A1276

1 AND UNDER

14 16.00 20.70 16.00 16.00 17.80 24.30 34.50 44.00 46.80 52.6016 17.90 23.20 17.90 17.90 22.80 20.10 40.10 54.80 57.5018 19.10 24.80 19.10 22.10 30.00 37.40 45.00 59.5020 21.10 26.60 21.10 26.40 32.30 47.20 55.5024 22.30 32.30 22.30 36.50 52.5030 28.60 40.5036 34.60 48.5042 40.30 56.6048 46.00 64.8054 53.00 73.9060 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.


(All Angles Other Than 90°)MH/EA.


1 2.80 2.90 2.80 2.90 4.101.5 3.20 3.60 3.20 3.60 5.402 3.50 4.10 3.50 4.10 7.103 4.40 5.90 4.40 5.90 8.904 5.50 7.60 5.50 7.60 9.40 11.406 7.10 10.00 7.10 10.10 14.50 18.408 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 43.7012 10.90 15.70 10.90 10.90 13.00 17.50 22.90 24.20 38.60 45.70 52.2014 12.40 18.40 12.40 12.40 15.30 21.40 30.10 38.40 45.90 51.6016 14.20 20.20 14.20 14.20 20.30 26.80 35.30 48.70 54.8018 15.50 21.60 15.50 20.10 25.50 34.30 40.60 59.1020 17.10 23.70 17.10 22.70 29.60 43.30 46.9024 18.80 26.60 18.80 35.50 55.2030 23.50 33.3036 28.20 40.0042 32.90 46.6048 39.90 57.5054 44.80 64.6060 50.00 72.00






11.5 6.80 7.10 6.80 7.10 10.202 7.20 8.30 7.20 8.30 13.303 8.70 10.50 8.70 10.50 16.104 11.20 13.50 11.20 13.50 20.206 13.80 17.10 13.80 17.10 31.408 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 53.2012 19.20 24.30 19.20 19.20 20.50 27.10 35.40 45.70 51.70 60.80 70.9014 21.00 27.60 21.00 21.00 23.40 32.60 45.90 52.60 62.2016 23.70 30.20 23.70 23.70 30.20 40.10 52.90 65.70 82.6018 25.50 31.60 25.50 29.40 37.40 50.20 59.5020 28.20 35.60 28.20 35.60 43.40 62.90 71.3024 29.50 38.40 29.50 51.10 71.2030 38.00 55.2036 45.00 66.3042 52.50 77.2048 60.00 88.3054 67.50 99.4060 75.00 110.10

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

A1311

1 AND UNDER

A1345

1 AND UNDER

EXCLUDES: Preheating, Grinding, Stress Relieving.GENERAL: Reinforcement by weld build-up ring, or saddles.


ATTACHMENT A

SIZE MH/EA.(inch)

2 0.1873 0.2804 0.3336 0.4668 0.520

10 0.56012 0.60014 0.73316 0.86518 1.00020 1.16024 1.44030 2.88036 4.80042 6.17048 8.30054 10.04060 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 AMISCELLANEOUS 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 0.701.5 3.00 3.80 4.90 2.90 3.70 2.60 3.20 0.90 1.202 3.80 4.70 6.30 3.80 4.70 3.30 4.00 1.00 1.503 5.00 6.50 10.50 5.10 6.60 4.40 5.50 1.40 2.004 7.00 8.30 11.506 8.70 10.00 16.008 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 ACUTTING 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 0.161.5 0.07 0.10 0.14 0.13 0.16 0.202 0.08 0.11 0.15 0.14 0.17 0.223 0.09 0.13 0.18 0.16 0.19 0.244 0.15 0.21 0.286 0.24 0.34 0.468 0.33 0.50 0.70

10 0.55 0.83 1.1612 0.75 1.13 1.5214 0.95 1.42 1.9716 1.25 1.88 2.6318 1.50 2.26 3.1620 1.75 2.53 3.5424 2.25 3.37 4.7230 3.24 4.85 6.8036 3.88 5.80 8.1542 4.54 6.80 9.5548 5.17 7.25 10.9054 5.83 8.74 12.2860 6.47 9.70 13.60

INERT GAS SHIELDED ROOT PASS WELDS

B1378

2 & Under

A1408

1 AND UNDER

B1428

1 AND UNDER

INCLUDES: Flame or machine cutting & machine threading. Threading manhoursinclude 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 AFLAME CUT BEVELS


2 0.13 0.17 0.13 0.17 0.203 0.20 0.23 0.20 0.23 0.274 0.23 0.27 0.23 0.27 0.35 0.356 0.30 0.38 0.30 0.38 0.43 0.528 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 0.9312 0.65 0.82 0.65 0.65 0.75 0.82 1.0314 0.80 0.93 0.80 0.80 0.93 1.20 1.6016 1.07 1.33 1.07 1.07 1.33 1.6718 1.60 1.87 1.60 1.60 1.94 2.3320 2.00 2.40 2.00 2.40 2.7324 2.94 3.67 2.94 3.74 3.9330 3.67 4.5936 4.40 5.5142 5.15 6.4348 5.88 7.3554 6.62 8.2560 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 AEND 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 0.071.5 0.06 0.07 0.082 0.07 0.08 0.093 0.10 0.11 0.124 0.12 0.13 0.15 1.70 2.206 0.20 0.25 0.28 2.40 2.808 0.33 0.41 0.43 2.80 3.30

10 0.41 0.50 0.54 3.30 3.8012 0.52 0.63 3.80 4.5014 0.65 0.73 4.40 5.3016 0.81 0.95 5.20 6.1018 0.98 1.15 5.90 7.2020 1.35 7.10 8.5024 1.76 9.60 11.6030 2.50 12.00 14.4036 3.30 14.40 17.3042 4.60 16.80 20.2048 5.25 19.20 23.0054 5.90 21.60 25.9060 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 AATTACHING 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 1.802 1.20 1.30 1.70 2.30 2.503 1.70 2.00 2.70 3.40 3.904 2.30 2.50 3.70 4.70 5.606 3.30 3.70 5.70 6.90 8.108 4.70 5.10 7.80 9.40 11.00

A1462

2 & Under

B1492

1 AND UNDER

10 5.90 6.50 10.50 11.90 13.3012 7.30 8.10 13.10 14.70 16.2014 8.70 9.80 15.70 17.3016 10.30 11.30 18.20 20.0018 11.90 13.40 21.20 23.6020 14.20 15.80 24.20 27.6024 16.90 18.90 29.70 33.4030 21.10 23.60 37.10 41.8036 25.30 28.30 44.50 50.0042 29.40 34.00 52.00 58.5048 33.70 37.80 59.40 66.7054 37.90 42.50 66.90 75.0060 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 WELD3/4 & Under 0.138 0.407

1 0.205 0.5041.5 0.295 0.7382 0.325 0.9073 0.435 1.2984 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 AINSTALLING SHOES & SUPPORTS

MH/EA.

IPS RANGE WELDED ON12 Up to 8" 1.10 .55/.80

10" & Over 2.20 1.05/1.9018 Up to 8" 1.70 .75/1.10

10" & Over 2.80 1.10/2.0024 Up to 8" 2.60 1.35/1.50

10" & Over 4.10 1.15/2.5036 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 1601 0.15 0.20 - - - - - - - - 0.40

1.5 0.18 0.25 - - 0.18 - 0.25 - - - 0.432 0.20 0.27 - - 0.20 - 0.27 - - - 0.453 0.45 0.55 - - 0.45 - 0.55 - - - 0.634 0.55 0.63 - - 0.55 - 0.63 - 0.80 - 0.806 0.72 0.90 - - 0.72 - 0.90 - 1.15 - 1.358 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 3.4012 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)CLAMPED

ON

SIZE (inch)

14 1.70 2.25 1.70 1.70 1.95 2.70 3.15 3.95 4.50 5.25 5.9516 1.95 2.70 1.95 1.95 2.70 3.40 4.05 4.95 5.40 6.55 7.6518 2.30 3.15 2.30 2.80 3.70 4.50 5.40 6.10 7.10 7.65 9.5020 2.80 3.70 2.80 3.70 4.65 5.65 6.65 7.85 8.85 10.10 11.5024 3.30 4.50 3.30 4.75 5.75 7.00 8.40 9.35 10.50 12.00 13.7030 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 RELIEVINGMH/ 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 - - - 5.303 5.10 5.30 - - 5.10 - 5.30 - - - 6.104 5.30 6.10 - - 5.30 - 6.10 - 6.30 - 6.806 6.50 7.20 - - 6.50 6.50 7.20 - 7.20 - 8.608 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 11.3012 8.90 9.60 8.90 8.90 9.30 10.00 10.50 11.40 11.90 12.00 13.0014 9.60 10.40 9.60 . 9.6 10.30 11.10 11.70 12.40 13.30 13.80 14.5016 10.30 11.20 10.30 10.30 11.20 11.90 12.60 13.70 14.00 14.90 16.1018 11.20 11.90 11.20 11.60 11.90 12.80 13.70 14.50 15.20 16.10 17.7020 11.70 12.30 11.70 12.40 12.80 13.70 14.60 16.10 16.80 17.50 19.4024 12.40 12.90 12.40 13.30 14.00 14.90 16.10 17.70 18.40 19.60 21.9030 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.

Material Classification - Group Numbers Multiplier

Group 1 0.50% Holy to 1.50-2.00 Chr. 1.75Group 2 1.75-2.25% Chr. to 4.00 - 6.00% Chr. 2.00Group 3 6.00 - 8.00% Chr. to 10.00-15.00% Chr.,

3.5% Nickel 2.50Group 4 Stainless Steel Types 304, 309, 310, 316 2.00Group 5 Copper, Brass, Everdur 2.00Group 6 ASTM A-333-GRI*, GR4, GR9** 2.00Group 7 Hastelloy, Titanium, 99% NI. 3.00Group 8 Stainless Steel Types 321 b 347, CU-NI,

Money Inconel, Incoloy, Alloy 20 2.50Group 9 Alluminum 3.00

3 Welding Including Cutting and Beveling of Alloy and Stainless

Steel Piping

Material Classification - Group Numbers Multiplier

Group 1 0.50% Holy to 1.50-2.00 Chr. 1.70Group 2 1.75-2.25% Chr. to 4.00 - 6.00% Chr. 1.85Group 3 6.00 - 8.00% Chr. to 10.00-15.00% Chr.,

3.5% Nickel 2.20Group 4 Stainless Steel Types 304, 309, 310, 316 1.95Group 5 Copper, Brass, Everdur 1.70Group 6 ASIi A-333-GRI*, GR4, GR9** 1.85Group 7 Hastelloy, Titanium, 99% NI. 3.00Group 8 Stainless Steel Types 321 & 347, CU-NI,

Monel, Inconel, Incoloy, Alloy 20 2.30Group 9 Alluminum 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 FITTINGSMH/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 0.350.5 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 0.451 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 1.152 0.96 1.00 1.44 0.9 1.00 0.92 1.15 0.5 1.253 1.95 2.00 2.91 1.4 2.00 1.8 2.25 0.95 2.54 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 0.1350.75 0.091 0.223 0.393 0.162

1 0.092 0.230 0.410 0.1741.5 0.096 0.279 0.449 0.2482 0.098 0.338 0.508 0.3503 0.110 0.452 0.622 0.8404 0.116 0.565 0.735 1.2306 0.130 0.722 0.892 1.5608 0.154 0.820 0.995 1.930

10 0.190 1.019 1.021 2.52012 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 teeAdd joint hours to valve handlingFor Lined valves use Page 3

FIBERGLASS REINFORCED PLASTIC PIPESIZE PIPE JOINTS SADDLES VALVES(inch) PER L.F. EA. EA. EA.

2 0.17 0.68 1.02 0.353 0.172 0.91 1.24 0.844 0.174 1.13 1.47 1.236 0.179 1.45 1.78 1.568 0.194 1.64 1.98 1.93

10 0.238 2.04 2.36 2.5212 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

GENERAL: This is "Bondatrand" or equal.For metal & lined valves, see page 3.For flange bolt-ups, see page 5.

SARAN & RUBBER LINED PIPE & FITTINGSSIZE HANDLE CUT & MAKE-UP HANDLE

PIPE THREAD JOINTS VALVES(inch) L.F. EA. EA. EA.

1 0.195 0.322 0.175 0.2951.5 0.224 0.438 0.315 0.4362 0.245 0.479 0.36 0.5683 0.292 0.517 0.49 1.424 0.341 0.739 0.633 2.086 0.39 1.315 0.709 2.768 0.492 2.209 0.797 3.56

10 ,589 3.475 0.895 4.3212 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 WELDPIPE THREAD JOINTS INCL.

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

1 0.22 0.15 0.3 0.91.5 0.25 0.16 0.35 1.12 0.33 0.25 0.38 1.33 0.4 0.33 0.45 1.554 0.5 0.5 0.55 1.856 0.85 - - 2.58 1.2 - - 3.4

10 1.6 - - 4.3512 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.


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. PIPESIZE 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 0.408 0.38 1.00 2.60 4.60 7.30 0.50

10 0.48 1.20 3.10 5.70 8.30 0.6012 0.60 1.45 4.10 6.90 11.40 0.7014 0.71 2.30 5.00 7.00 13.90 0.8016 0.94 2.95 6.60 9.20 18.20 0.9018 1.05 3.70 8.60 10.40 22.80 1.1020 1.31 4.65 10.40 12.40 27.00 1.3024 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

B1778

1 AND UNDER

B1802

1 AND UNDER

B1848

1 AND UNDER

2 0.02823 0.03584 0.04586 0.02908 0.0334

10 0.038412 0.043214 0.051216 0.055618 0.063420 0.072024 0.085830 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 pipe3 Handling & erecting prefabricated spools4 Handling line valves5 Handling control valves6 Erection bolt-ups7 Manual butt welds8 900 Nozzle welds9 900 Reinforced nozzle welds

10 450 Nozzle weld11 450 Reinforced nozzle weld12 Flame cut bevels13 Machine end bevels14 Preheating butt & flange welds (incl. N. W. )15 Inert gas for shielded root pass16 Attaching slip-on type flanges17 Miscellaneous welding18 Cutting pipe & threading pipe19 Screwed fittings, flanges & valves20 Hangers & supports21 Alloy or stainless steel pipe22 Soldered non-ferrous fittings23 Polyvinyl chloride pipe (PVC) .24 Fiberglass reinforced plastic pipe25 Saran & rubber lined pipe & fittings26 Lead lined pipe & fittings27 Cement lined pipe & fittings28 Local stress relieving29 Hydrostatic testing pipe

HANDLING & ERECTING STRAIGHT RUN PIPEMH/L.F.

SIZE (inch) SCHEDULE

10 to 60 80 to 100 120 to 160

1 0.16 0.18 0.201.5 0.17 0.22 0.272 0.19 0.24 0.293 0.21 0.28 0.354 0.23 0.31 0.396 0.25 0.38 0.508 0.30 0.48 0.65

10 0.39 0.60 0.8212 0.48 0.73 1.0014 0.57 0.87 1.1916 0.70 1.02 1.3918 0.80 1.17 1.6020 0.90 1.32 1.8124 1.04 1.49 2.0430 1.29 - -36 1.57 - -42 1.85 - -

B1914

1 AND UNDER

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 6 & small quantity of associated fittings.

HANDLING & ERECTING FABRICATED SPOOLSMH/L.F.

SCHEDULE

SIZE (inch) 10 to 60 80 to 100 120 to 160

1 0.28 0.32 0.351.5 0.32 0.37 0.452 0.34 0.40 0.493 0.39 0.48 0.594 0.41 0.52 0.666 0.47 0.64 0.848 0.57 0.81 0.99

10 0.72 1.00 1.3812 0.88 1.23 1.6914 1.01 1.46 2.0116 1.27 1.71 2.3418 1.48 1.96 2.6920 1.74 2.22 3.0424 1.94 2.51 3.4330 2.43 - -36 2.98 - -42 0.48 - -48 3.96 -54 4.4860 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 VALVESMH/EA.

SIZE (inch) FLANGE RATING

150 300/400 600/900 1500

1 0.27 0.30 0.50 0.601.5 0.40 0.43 1.00 1. 02 0.52 0.80 1.40 1.603 1.30 1.70 2.20 2.604 1.90 2.20 2.80 3.406 2.55 3.25 3.75 4.358 3.25 3.85 4.65 6.15

10 3.95 4.65 5.55 7.5512 4.65 5.55 6.95 9.3514 5.65 6.60 8.15 11.9016 6.45 7.70 9.65 14.1518 7.30 8.85 11.35 16.7520 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 operatorsUse 150# table x 2.2 for socket weld or scwd , installedUse 75% above tables for mission checks & butterflys

HANDLING CONTROL VALVES

B1945

1 AND UNDER

B1976

1 AND UNDER

MH/EA.SIZE FLANGE RATING

(inch) 150 300 / 400 600 / 900 1 500

1 0.7 0.8 1.3 1.51.5 1.0 1.1 2.5 3.32.0 1.3 2.0 3.5 4.03.0 3.3 4.3 5.5 6.54.0 4.8 5.5 7.0 8.56.0 6.4 8.2 9.4 10.98.0 8.2 9.7 11.6 15.4

10.0 9.9 11.7 13.9 18.912.0 11.7 13.9 17.4 23.414.0 14.2 16.5 20.4 29.816.0 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.


ERECTION BOLT-UPSMH/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 2.073.00 0.84 1.05 1.47 1.69 2.15 2.864.00 1.50 1.88 2.09 2.25 2.81 3.736.00 1.80 2.05 2.28 2.62 3.28 4.358.00 2.00 2.30 2.55 2.93 3.66 4.85

10.00 2.60 3.00 3.32_ 3.82 4.77 7.3212.00 3.50 4.05 4.37 5.02 6.27 8.3414.00 4.20 4.85 5.23 6.04 7.5516.00 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.


SCHEDULESIZE (inch) STD. X.H. 20 30 40 60 80 100 120 140 160

1 0.70 0.80 - - 0.70 - 0.80 - - - 1.001.5 0.80 0.90 - - 0.80 - 0.90 - - - 1.302.0 1.00 1.10 - - 1.00 - 1.10 - - - 1.603.0 1.30 1.40 - - 1.30 - 1.40 - - - 2.104.0 1.50 1.80 - - 1.50 - 1.80 - 2.80 - 3.006.0 2.00 2.50 - - 2.00 - 2.50 - 3.80 - 4.908.0 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 13.1012.0 3.60 4.70 3.60 3.60 4.10 5.20 6.60 9.90 12.20 15.30 17.9014.0 4.30 5.70 4.30 4.30 5.00 6.80 9.60 13.20 16.20 19.20 22.7016.0 5.00 6.60 5.00 5.50 6.60 8.40 12.40 19.50 20.70 25.00 27.7018.0 5.90 7.70 5.90 6.80 8.60 11.20 16.40 21.80 25.60 29.90 33.7020.0 6.30 8.40 6.30 8.40 9.40 13.80 19.50 26.00 31.90 37.00 40.80

B2015

1 AND UNDER

B2043

1 AND UNDER

A2081

1 AND UNDER

24.0 6.90 10.10 6.90 - 13.30 20.10 25.20 35.80 43.50 49.30 59.3030.0 8.60 12.60 - - - - -36.0 10.40 15.20 - - - - -42.0 12.10 17.70 - - - - -48.0 13.80 20.20 - - - - -54.0 15.50 22.70 - - - - -60.0 17.30 25.30 - - - - -


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 .58" thru 14" by .4, 16" thru 24 " by .3

90° DEGREE NOZZLE WELDSMH/EA.

SCHEDULE

SIZE (inch) STD. X. H. 20 30 40 60 80 100 120 140 160

1 2.10 2.20 - - 2.10 - 2.20 - - - 3.101.5 2.40 2.60 - - 2.40 - 2.60 - - - 4.002.0 2.80 3.10 - - 2.80 - 3.10 - - - 5.303.0 3.20 4.00 - - 3.20 - 4.40 - - - 6.604.0 4.00 5.20 - - 4.00 - 5.60 - 7.00 - 8.606.0 5.40 7.50 - - 5.40 - 7.50 - 10.90 - 13.908.0 6.30 8.90 6.30 6.30 6.30 8.30 8.90 12.00 15.20 18.60 21.50

10.0 7.10 10.30 7.10 7.10 7.10 10.30 12.60 16.40 21.10 27.30 32.8012.0 8.10 11.80 8.10 8.10 9.90 13.10 17.00 23.50 28.70 34.70 39.2014.0 9.00 1.60 9.30 9.30 11.60 16.00 22.70 28.90 34.60 38.90 -16.0 10.60 15.20 10.60 10.60 15.20 20.20 26.80 36.50 41.40 - -18.0 11.60 16.30 11.60 15.10 19.10 25.40 30.10 44.10 - - -20.0 13.00 18.30 13.00 18.30 22.30 32.60 35.40 - - - -24.0 14.20 19.80 14.20 - 27.70 41.70 - - - - -30.0 17.90 24.80 - - - - - - - - -36.0 21.40 2.00 - - - - - - - - -42.0 25.00 34.70 - - - - - - - - -48.0 28.60 39.60 - - - - - - - - -54.0 32. 2 44. 5 - - - - - - - - -60.0 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 Ex. Hvy. sizes 8" through 60" are 1/2" wall.Standard sizes 12" through 60" are 3/8" wall.

90° REINFORCED NOZZLE WELDSMH/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 - - - 7.702 5.30 5.90 - - 5.30 - 5.90 - - - 9.903 6.70 7.90 - - 6.70 - 7.90 - - - 12.004 8.10 10.00 - -. 8.10 - 10.00 - 12.50 - 15.306 10.20 12.80 - - 10.20 - 12.80 - 18.50 - 23.108 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 39.1012 14.20 18.30 14.20 14.20 15.30 20.30 26.30 35.50 39.50 44.60 47.7014 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 30.10 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 - - - - - - - - -

A2119

1 AND UNDER

A2156

1 AND UNDER

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 X H 20 30 40 60 80 100 120 140 160

1 2.80 2.90 - - 2.80 - 2.90 - - - 4.101.5 3.20 3.60 - - 3.20 - 3.60 - - - 5.402 3.50 4.10 - - 3.50 - 4.10 - - - 7.103 4.40 5.90 - - 4.40 - 5.90 - - - 8.904 5.50 7.60 - - 5.50 - 7.60 - 9.40 - 11.406 7.10 10.00 - - 7.10 - 10.10 - 14.50 - 18.408 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 43.7012 10.90 15.70 10.90 10.90 13.00 17.50 22.90 24.20 38.60 45.70 52.2014 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.


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 SCHEDULE(in) STD X.H. 20 30 40 60 80 100 120 140 160

11.5 6.8 7.1 6.8 7.1 10.22 7.2 8.3 7.2 8.3 13.33 8.7 10.5 8.7 10.5 16.14 11.2 13.5 11.2 13.5 20.26 13.8 17.1 13.8 17.1 31.48 15.8 21.6 15.8 15.8 15.8 18.1 21.6 26.4 32.8 39.8 44.5

10 17.3 22.7 17.3 17.3 17.3 21.7 26 32.1 44.5 48.9 53.212 19.2 24.3 19.2 19.2 20.5 27.1 35.4 45.7 51.7 60.8 70.914 21 27.6 21 21 23.4 32.6 45.9 52.6 62.216 23.7 30.2 23.7 23.7 30.2 40.1 52.9 65.7 82.618 25.5 31.6 25.5 29.4 37.4 50.2 59.520 28.2 35.6 28.2 35.6 43.4 62.9 71.324 29.5 38.4 29.5 51.1 71.230 38 55.236 45 66.342 52.5 77.248 60 88.354 67.5 99.460 75 110.1


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.

A2191

1 AND UNDER

A2228

1 AND UNDER

FLAME CUT BEVELSMH/EA.


2 0.13 0.17 0.13 0.17 0.23 0.2 0.23 0.2 0.23 0.274 0.23 0.27 0.23 0.27 0.35 0.356 0.3 0.38 0.3 0.38 0.43 0.528 0.4 0.52 0.4 0.4 0.4 0.43 0.52 0.62 0.68

10 0.52 0.67 0.52 0.52 0.52 0.67 0.75 0.9312 0.65 0.82 0.65 0.65 0.75 0.82 1.0314 0.8 0.93 0.8 0.8 0.93 1.2 1.616 1.07 1.33 1.07 1.07 1.33 1.6718 1.6 1.87 1.6 1.6 1.94 2.3320 2 2.4 2 2.4 2.7324 2.94 3.67 2.94 3.74 3.9330 3.67 4.5936 4.4 5.5142 5.15 6.4348 5.88 7.3554 6.62 8.2560 7.35 9.2

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 BEVELSMH/EA.

SIZE V-TYPE U-TYPE(in) 20/30/40 60/80 100+ to 100 120+

1 0.05 0.06 0.071.5 0.06 0.07 0.082 0.07 0.08 0.093 0.1 0.11 0.124 0.12 0.13 0.15 1.7 2.26 0.2 0.25 0.28 2.4 2.88 0.33 0.41 0.43 2.8 3.3

10 0.41 0.5 0.54 3.3 3.812 0.52 0.63 3.8 4.514 0.65 0.73 4.4 5.316 0.81 0.95 5.2 6.118 0.98 1.15 5.9 7.220 1.35 7.1 8.524 1.76 9.6 11.630 2.5 12 14.436 3.3 14.4 17.342 4.6 16.8 20.248 5.25 19.2 2354 5.9 21.6 25.960 6.55 24 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 WELDSMH/EA.


1 0.15 0.2 0.15 0.2 0.41.5 0.18 0.25 0.18 0.25 0.432 0.2 0.27 0.2 0.27 0.453 0.45 0.55 0.45 0.55 0.634 0.55 0.63 0.55 0.63 0.8 0.86 0.72 0.9 0.72 0.9 1.15 1.358 0.8 1.17 0.8 0.8 0.8 1.17 1.17 1.62 1.7 2.15 2.25

10 1.2 1.62 1.2 1.2 1.2 1.62 1.8 2.15 2.45 2.95 3.412 1.35 1.8 1.35 1.35 1.35 1.95 2.5 3 3.4 3.95 4.7514 1.7 2.25 1.7 1.7 1.95 2.7 3.15 3.95 4.5 5.25 5.95

A2263

2 AND UNDER

B2294

1 AND UNDER

A2327

1 AND UNDER

16 1.95 2.7 1.95 1.95 2.7 3.4 4.05 4.95 6.4 6.55 7.6518 2.3 3.15 2.3 2.8 3.7 4.5 5.4 6.1 7.1 7.65 9.520 2.8 3.7 2.8 3.7 4.65 5.65 6.65 7.85 8.85 10.1 11.524 3.3 4.5 3.3 4.75 5.75 7 8.4 9.35 10.5 12 13.730 4.15 5.6536 4.96 6.7542 5.8 7.948 6.6 954 7.45 10.160 8.25 11.25



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.

SIZE (in) M/H's2 0.1873 0.2804 0.3336 0.4668 0.520

10 0.56012 0.60014 0.73316 0.86518 1.00020 1.16024 1.44030 2.88036 4.80042 6.17048 8.30054 10.04060 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 FLANGESMH/EA.

SIZE FLANGE RATING(in) 150 300 600 900 15001.5 0.9 1 1.3 1.7 1.82 1.2 1.3 1.7 2.3 2.53 1.7 2 2.7 3.4 3.94 2.3 2.5 3.7 4.7 5.66 3.3 3.7 5.7 6.9 8.18 4.7 5.1 7.8 9.4 11

10 5.9 6.5 10.5 11.9 13.312 7.3 8.1 13.1 14.7 16.214 8.7 9.8 15.7 17.316 10.3 11.3 18.2 2018 11.9 13.4 21.2 23.620 14.2 15.8 24.2 27.624 16.9 18.9 29.7 33.430 21.1 23.6 37.1 41.836 25.3 28.3 44.5 5042 29.4 34 52 58.548 33.7 37.8 59.4 66.754 37.9 42.5 66.9 7560 42.1 47.2 74.2 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

INERT GAS FOR SHIELDED ROOT

PASS

C2359

2 AND UNDER

B2390

1.5 AND UNDER

with pipe, add 25%.

MISCELLANEOUS WELDINGMH/EA.

FITTINGSSIZE WELDOLET THREADOLET COUPLING SOCKET WELD(in) STD X.H. 100+ 3000 6000 3000 6000 40/80 100+

1 1.8 2.2 3 1.8 2.2 1.9 2.3 0.6 0.71.5 3 3.8 4.9 2.9 3.7 2.6 3.2 0.9 1.22 3.8 4.7 6.3 3.8 4.7 3.3 4 1 1.53 5 6.5 10.5 5.1 6.6 4.4 5.5 1.4 24 7 8.3 11.56 8.7 10 168 10 11 20

INCLUDES: Layout, cutting, fitting, tacking and welding.


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

CUTTING PIPE - THREADING PIPEMH/EA.

SIZE CUTTING CUTTING & THREADING

(in) 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 0.1 0.14 0.13 0.16 0.22 0.08 0.11 0.15 0.14 0.17 0.223 0.09 0.13 0.18 0.16 0.19 0.244 0.15 0.21 0.286 0.24 0.34 0.468 0.33 0.5 0.7

10 0.55 0.83 1.1612 0.75 1.13 1.5214 0.95 1.42 1.9716 1.25 1.88 2.6318 1.5 2.26 3.1620 1.75 2.53 3.5424 2.25 3.37 4.7230 3.24 4.85 6.836 3.88 5.8 8.1542 4.54 6.8 9.5548 5.17 7.25 10.954 5.83 8.74 12.2860 6.47 9.7 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.

MH/EA.

SIZE ONE CONNECTION

(in) PLAIN

0.75 0.26 0.531 0.33 0.65

1.5 0.44 0.892 0.48 1.063 0.61 1.474 0.77 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%.

SCREWED ON FITTINGS, FLANGES & VALVES

BACKWELDED

A2423

1 AND UNDER

B2443

1 AND UNDER

HANGERS AND SUPPORTSMH/EA.

SIZE (in)

1 0.11.5 0.12 0.04 0.13 0.04 0.124 0.05 0.146 0.07 0.168 0.09 0.18

10 0.13 0.212 0.14 0.2214 0.16 0.2216 0.22 0.2318 0.24 0.2420 0.26 0.2624 0.28 0.2830 0.31 0.3136 0.35 0.3542 0.4 0.448 0.45 0.4554 0.51 0.5160 0.58 0.58

INCLUDES: Installing supports under pipe, welding or bolting.

EXCLUDES: Fabrication and hauling.

GENERAL: Miscellaneous engineered hangers supports at0.07 man-hours per lb.

ALLOY OR STAINLESS PIPE

1 ERECTING ALLOY OR STAINLESS PIPE SPOOLS

Use same man-hours as those shownfor carbon steel spools.

2 ERECTION JOINT WELD AND SOCKETWELD FITTINGS

For both operations, adjust carbon steelman-hours by the following factors:

Group 1 add 100%Group 2 add 75%Group 3 add 175%Group 4,5&6 add 125%Group 7 add 150%

3 FABRICATING PIPE


Note: 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 FITTINGSMH/EA.

SIZE (in) Coupling ELL TEE FLG. RED. ADPT UNION CAP PLUG VALVE0.375 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 0.40.75 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 0.61.5 0.85 0.9 1.26 0.7 0.9 0.8 1 0.42 1.152 0.96 1 1.44 0.9 1 0.92 1.15 0.5 1.253 1.95 2 2.91 1.4 2 1.8 2.25 0.95 2.54 2 2.25 3 1.65 2.15 1.9 2.75 1 3

Straight Run Pipe

Spooled pipe

A2563

0.375 OR 3/8 AND UNDER



POLYVINYL CHLORIDE PIPE

SIZE (in)

0.5 0.09 0.215 0.385 0.1350.75 0.091 0.223 0.393 0.162

1 0.092 0.23 0.41 0.1741.5 0.096 0.279 0.449 0.2482 0.098 0.338 0.508 0.353 0.11 0.452 0.622 0.844 0.116 0.565 0.735 1.236 0.13 0.722 0.892 1.568 0.154 0.82 0.995 1.93

10 0.19 1.019 1.021 2.5212 0.218 1.246 1.326 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) Pipe per L.F. Joints each Valves each

2 0.17 0.68 1.02 0.353 0.172 0.91 1.24 0.844 0.174 1.13 1.47 1.236 0.179 1.45 1.78 1.568 0.194 1.64 1.98 1.93

10 0.238 2.04 2.36 2.5212 0.308 2.45 2.78 3

INCLUDES: Pipe hauling, handling and setting in place.Joint cutting, trimming, cleaning and assembling.


GENERAL: This is "Bondstrand" or equal.

SARAN AND RUBBER LINED PIPE AND FITTINGS

SIZE (in)

1 0.195 0.322 0.175 0.2951.5 0.224 0.438 0.315 0.4362 0.245 0.479 0.36 0.5683 0.292 0.517 0.49 1.424 0.341 0.739 0.633 2.086 0.39 1.315 0.709 2.768 0.492 2.209 0.797 3.56

10 0.589 3.475 0.895 4.3212 0.735 5.26 1.005 5.08

INCLUDES: Pipe hauling, erecting and aligning.Joint assembly and tightening.


GENERAL: For handling pipe with factory installedflanges, add 15% to cover extra weight.

Pipe per L.F.*

Joints each**

Saddles each***

Valves each*

Saddles each

For metal and lined valves, see page 3For flange bolt-ups, see page 5.

Handle Pipe L.F.

Cut & Thread each.

Make-up Joints each.

Handle Valves each.

For bolt-ups see page 5.

LEAD LINED PIPE AND FITTINGS

SIZE (in)

1 0.22 0.15 0.3 0.91.5 0.25 0.16 0.35 1.12 0.33 0.25 0.38 1.33 0.4 0.33 0.45 1.554 0.5 0.5 0.55 1.856 0.85 2.58 1.2 3.4

10 1.6 4.3512 2.25 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.


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

CEMENT LINED SCHEDULE 40 C. S. PIPE

SIZE (in)

6 0.3 0.65 2 3.3 6.1 0.48 0.38 1 2.6 4.6 7.3 0.5

10 0.48 1.2 3.1 5.7 8.3 0.612 0.6 1.45 4.1 6.9 11.4 0.714 0.71 2.3 5 7 13.9 0.816 0.94 2.95 6.6 9.2 18.2 0.918 1.05 3.7 8.6 10.4 22.8 1.120 1.31 4.65 10.4 12.4 27 1.324 1.65 5.9 13.3 15.5 33.6 1.5

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


GENERAL: Liming at cut to be square and flush with pipe.

LOCAL STRESS RELIEVINGMH/EA.


2 4.5 4.9 4.5 4.9 5.33 5.1 5.3 5.1 5.3 6.14 5.3 6.1 5.3 6.1 6.3 6.86 6.5 7.2 6.5 7.2 7.2 8.68 7.4 8.2 7.4 7.4 7.4 7.7 8.2 8.9 9.3 9.8 10.3

10 8.1 9 8.1 8.1 8.1 8.9 9.3 10 10.3 11.1 11.312 8.9 9.6 8.5 8.9 9.3 10 10.5 11.4 11.9 12.3 1314 9.6 10.4 9.6 9.6 10.3 11.1 11.7 12.4 13.3 13.8 14.516 10.3 11.2 10.3 10.3 11.2 11.9 12.6 13.7 14 14.9 16.118 11.2 11.9 11.2 11.6 11.9 12.8 13.7 14.5 15.2 16.1 17.720 11.7 12.3 11.7 12.4 12.8 13.7 14.6 16.1 16.8 17.5 19.424 12.4 12.9 12.4 13.3 14 14.9 16.1 17.7 18.4 19.6 21.930 15.5 16.236 18.6 19.442 21.7 22.748 24.8 25.954 27.9 29.160 31 32.4

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

EXCLUDES: Preheating and welding.

Handle Pipe L.F.

Cut & Thread each.


Butt Weld Incl. Lead

Burn

For bolt-ups, see page 5.

Handle Pipe L.F.

Pipe Cuts each.

Butt Welds each.

Sleeve (2 Welds) each.

90° Noz. Weld each.

Patch Cement each.

For flange bolt-ups, see page 5.

A2701

2 AND UNDER

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

MH/L.F.

1 0.0252 0.0283 0.0364 0.0466 0.0298 0.033

10 0.03812 0.04314 0.05116 0.05618 0.06320 0.07224 0.08630 0.109

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


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.

MH/EA.

SIZE SCHEDULE

(in) 10 TO 60 80 TO 100 120 TO 160

1 0.16 0.18 0.21.5 0.17 0.22 0.272 0.19 0.24 0.293 0.21 0.28 0.354 0.23 0.31 0.396 0.25 0.38 0.58 0.3 0.48 0.65

10 0.39 0.6 0.8212 0.48 0.73 114 0.57 0.87 1.1916 0.7 1.02 1.3918 0.8 1.17 1.620 0.9 1.32 1.8124 1.04 1.49 2.0430 1.2936 1.5742 1.8548 2.154 2.3860 2.64

INCLUDES: Loading and hauling pipe and fittings from storage yard toerection 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 VESSELSErect Shop Fabricated Pressure Vessels

Control Code C-11 Fld. Lbr. Code E-10

Erect Shop Fabricated Pressure Vessels

Columns, Reactors and Other Vertical Vessels

HYDROSTATIC - TESTING PIPE

Pipe Size (in)

HANDLING AND ERECTING STRAIGHT RUN PIPE

B2762

1 AND UNDER

100' Max 150' Max Over 150'

(Tons)(*) Height Height Overall

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 700 MH300 Ton Poles 2000 MH600 Ton Poles 3000 MH

150 Ton guy derrick 3000 MH

Shift poles between lifts without dismantling -150 Ton Poles 200 MH/Move

300 or 600 Ton Poles 500 MH/Move

Control CodeC-11 Erect Field Fabricated Pressure Vessels Fld. Lbr. Code E-10

Carbon Steel Shell 60 MH/TONAlloy or Alloy Clad Shell 100 MH/TON

C-16 Install Pressure Vessel Internals Fld. Fld. Lbr. Code E-10Internal Piping 100 MH/TONTrays - Bubble Cap 0.8 MH/SF Valve (Flexitray, Ballast, Grid) 0.5 MH/SFSieve 0.4 MH/SFMist Eliminator Pads 0.8 MH/SFRefractory Lining:Welded Studs or Clips 0.2 MH/SFCastable Lining - to 2" 0.2 MH/SF - to 3" 0.3 MH/SFHexsteel 0.3 MH/SFScaffolding inside vessel, if required 0.2 MH/SFInert Packing (Rings, saddles, balls, etc.) 0.2 MH/CFCatalysts 0.2 MH/CFGlitch Grid 0.4 MH/CF* Minimum 25 hours per packed vessel

Field Welding

FIELD MH/LF FOR C.S. BUTT WELDSPlate Flat Plate Vessel Seam Vessel Seam

Thickness in Horizontal in Horizontal in Vertical Overhead(inches) Plane Plane Plane Welds

0.25 0.9 1 1.1 1.5

Erection Weight

Horizontal Vessels

Incl Exchanger

Shells

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 16.5 18.5 24.8Modifications to above unit manhours:

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/LFFlame cutting -

C.S. plate - multiply C.S. Buttweld manhours by 0.30Alloy plate - multiply C.S. Buttweld manhours by 0.60

Example: 1" Seam weld by 10 -diam 5 CR vessel prior to lift. Weld requiresbeveling (both edges) preheat, postheat, xray.

Flame cutting 31.4 LF x 2 at x 2.9 x 0.60 109Preheat 31.4 LF x 2.9 x 0.33 30Buttweld 31.4 LF x 2.9 x 2 182Local Stress Relief 31.4 LF x 2.9 x 1.50 137Radiographic inspection 31.4 LF x 1.0 31

489Allow 500 MH's

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)

Includes columns, reactors, regenerators and unfired pressure vessels

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

2 MH/Ton

minimum 20 MH/Tank

Erect Field Fabricated Tanks (Almost always subcontracted)

Atmospheric Tanks - Floating Roof, Cone Roof, Allow 10.00 MH/TonDome Roof, Open Roof

Spheres Allow 25.00 MH/TonRefrigerated Atmospheric Tanks (LNG, NH3, Etc. Allow 0.20 MH/BBL

Including insulation, refrigeration equipment, controls, and excludingfoundation, piping and electrical connections.

Note: 8.4 BBL 13.3 BBL 5.7 BBL

Includes atmospheric tanks, spheres and spheroids including appurtenances.

Includeso 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.

Excludeso 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 insulationo 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.

D-20 Allow

"E" - EXCHANGERS

E-31 Control Code Fld. Lbr. Code E-30 Shell and Tube Exchangers

Erection of 1 shell - Allow 2 MH/Ton

Minimum 20 MHS/Shell

Maximum 200 MHS/Shell

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) Allow 5 MH/Section

E-32 Air Coolers

Completely shop assembled including shop Allow 10 MH/Ton

installations of fans and drivers

Partially shop assembled into half-sections Allow 15 MH/Ton

with fans and drivers shipped loose Plus 50 MH/Fan

Completely field assembled Allow 20 MH/Ton

Plus 50 MH/Fan

Winterized Air Coolers or "Combinaires" - Use above manhours.

Added weight of these units will generate sufficient added manhours.

Regular Air Coolers - Allow 0.8 LB/ESF (ESF = Extended square&feet of heat transfer area)

Winterized Air Coolers or "Combinaires" - Allow 1.2 LB/ESF

If number of fans is not available, estimate at 1 Fan per 25000 ESF.

E-33 Cooling Towers (Generally subcontracted) Allow 0.2 MH/GPM

Tank Heaters

Bayonet type - estimate installation as a shell and tube exchanger

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

CE-34 Box Cooler

Completely Shop Assembled Allow 20.00 MH/Ton

Partially Shop Assembled

Assembles Steel Shell 50.00 MH/Ton

Place and Connect Coils 25.00 MH/Ton

Concrete Lining, if required 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 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 HEATERSControl Code Fld. Lbr. Code E-40F-40

Shop Assembled Heaters (Generally under 20 MMBTU/HR) 20 MH/Ton

Note : If weights are not available, estimate as follows:

Allow for unloading and erection Minimum 100 MHSAlso 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 35 MH/Ton(May not be required where casing supports .

load)

2. Erect Steel Casing - Radiant Section MR/Ton 60 MH/Ton

3. Place Firebrick, if required, floor and walls 0.06 MH/each4. Place Castable Refractory, floor and walls

Studs or other support 0.2 MH/SF2" Lining 0.2 MH/SF3" Lining 0.3 MH/SF

5. Install Radiant Tube Supports 50 MH/Ton(If no weight provided, allow 50 LB/Radiant Tube)

6. Place Radiant Tubes 7 MH/each

7. Roll Tubes into Headers, if required 28. Make necessary Butt Welds on Radiant Tubes

Carbon Steel - per Weld 1 MH + 0.5 MH/D-I(D-I Diameter inch)

Alloy - per Weld 2 MH + 1 M/D-I9. Local Stress Relief, if required, per Weld -

Carbon-Steel 3 MH + 0.2 MH/D-I Alloy 4 MR + 0.3 MH/D-I

10. Place Roof Refractory - Brick or Castable - 1 MH/SF

11. Set Convection Section, if shipped Shop - Assembled 10 MH/Ton

12. Install Convection Section, if shipped Unassembled 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 Use manhours from 4

16. Erect steel stack Use appropriate manhoursfrom vertical vessel standards

17. Assemble and install access-steel 45 MH/Ton18. Install burners - gas only 5 MH/each

oil or gas & oil 20 MH/each

19. Install burner piping, if furnished 0.5 MH/LF

by heater vendor - Allow

Install Catalyst in - Radiant Tubes

(Special situation in reforming furnaces) - Allow 20 MH/TubeConcrete Stacks

Concrete Shell 6 MH/CYBrick Lining 0.12 MH/SF

Steel Liner - Estimate as a Field Fabricated pressure vessel

Comments on Heaters :Quotes must be read very carefully. An assembly operation notlisted by vendor will not be included in the vendor's quote.

Refinery and Chemical Engineering Form 47 - "Fired HeaterErection Cost Data Sheet" should accompany each vendor'squote. 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 toother quotes or historical data.

The data tabulated in this section pertains primarily to vertical refinery heaters. The method should be valid for boxheaters 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.

Includeso Plumbing, shimming and grouting.o Roofing and siding. (Normally subcontracted)o Flare stack ignition tip0 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)

MH/con-nection

o Testing (Hagnafluxing, hydro, air).o Erection or startup supervision by vendor.0 Sootblowers excluding piping and electrical).

Excludeso 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 DRIVERSControl 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 notavailable, 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. = Gallons/MinuteTDH = Total Differential Head, in FeetSG = Specific GravityE = Pump Efficiency (Use 60%)P = Discharge psig less Suction psigDriver HP = BHP x 1.0 for TurbineDriver HP = 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.


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.


"K" - COMPRESSORS AND DRIVERSControl Code K60 Fld. Lbr. Code E-60Compressors and Drivers:

Compressor Driver BHP Range StandardReciprocating MH's unitReciprocating Motor to 100 300 /ComprReciprocating Motor 101 to 1000 1000 /ComprReciprocating Motor 1001 to 5000 3000 /ComprReciprocating Motor over 5000 7000 /ComprReciprocating Stm. Turbine to 100 400 /ComprReciprocating Stm. Turbine 101 to 1000 1200 /ComprReciprocating Stm. Turbine 1001 to 5000 4000 /ComprReciprocating Stm. Turbine over 5000 8000 /ComprCentrifugal or Axial Integral Gas Engine All 0.8 /BHPCentrifugal or Axial Motor or Stm. Turbine to 1000 1000 /ComprCentrifugal or Axial Motor or Stm. Turbine 1001 to 10,000 4000 /ComprCentrifugal or Axial Motor or Stm. Turbine over 10,000 6000 /ComprCentrifugal or Axial Gas Turbine to 1000 1000 /ComprCentrifugal or Axial Gas Turbine 1001 to 5000 3000 /ComprCentrifugal or Axial Gas Turbine 5001 to 10,000 5000 /ComprCentrifugal or Axial Gas Turbine 10,001 to 20,000 7000 /ComprFan Gas Turbine over 20,000 8000 /ComprFan Motor or Stm. Turbine 10 to 1000 400 /FanNote: All standard manhours Motor or Stm. Turbine over 1000 0.4 /BHP

Includeso 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.

Excludeso 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 EQUIPMENTControl 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/TonComments:

The use of MH/$ Mat 1 should be avoided if possible. Weight canusually be estimated from vendor's proposal or by comparison tosimilar equipment on other projects.

For solid processing plants, with a significant amount of solidhandling equipment (conveyors, bucket elevators, etc. , analysis

Includes all compressors, blowers, fans and their drivers.

of Historical Cost Data must be made to determine suitable unitmanhours 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 theirdrivers.

Includeso Special package systems.

o Elevators not in a building.

o Erection and startup supervision by vendor if required.

o All major vacuum equipment - etc.

Excludeso 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 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 instrumentsused for the purpose of controlling, measuring, observing, indicatingor recording process and utility variables in the permanent plantfacilities.

This instrumentation system may be electronic and or neumatic. Italso includes the instrument air supply piping fro the first block valveof an air header to the instrument and weatherproofing (exceptsteam tracing and insulation) of this instrument to ensuresatisfactory operation regardless of climatic conditions.

Excludes

The installing and supporting of conduit and wire, steam tracing,insulation, steam and condensate piping to instrument shelter heatercoils, instrument Air Headers (sub-headers are inluded in thisaccount), and instruments supplied as an integral part of a piece ofequipment.

Control Code Description Fld. Lbr. CodeJ-01 Prefabricate instrument supports (Labor only) J-01J-11 Field mounted receivers, controllers J-10J-12 Field mounted flow instruments J-10J-14 Field mounted level instruments J-10J-16 Field mounted pressure instruments J-10J-18 Field mounted temperature instruments J-10J-19 Miscellaneous field mounted instruments J-10J-21 Main control panel and rack J-21J-22 Main panel instruments and control systems J-22J-26 Process contrrol computer J-26J-31 Local control panels J-31J-32 Local panel mounted instruments J-32J-41 Control valves (material only) -J-44 Relief valves (material only) -J-50 Instrument shelters J-50J-60 Analkyzzers and package control systems J-60J-71 Single tubing (pneumatic transmission) J-71J-72 Mutitubing (pneumatic transmission) J-72J-73 Raceway and tray J-73

J-74 Instrument air subheader (labor only) J-74J-75 Installation and support materials (material only) -J-81 Loop check (labor only) J-81J-82 Calibration and testing (labor only) J-82

J-01 Prefabricate Instrument Supports (Labor only). Fld. Lbr. Code J-01

Note: Direct field labor costs for on site prefabrication and preassemblyof bulk materials are charged to cost accounts in the series00 to 09 for the particular letter category (e.g., J-01, On-siteFabrication of Instrument Stands). Excludes Hours to install (with J-1*)

Prefabrication and Assembly Unit Man-hours

Fabricate Strong Backs ea.Fabricate Pipe Stands ea. 12Fabricate Pipe Saddles ea. 6Fabricate Steel Pots ea. 9

J-11 Field mounted receivers, controllers. Fld. Lbr. Code J-10

Includes

Labor for installing and supporting all field mounted instrumentsincluding any piping, tubing, fittings, etc., necessary to connect aninstrument to a process or utility variable. (This material isnormally itemized on the " Instrument Installation").

Identification and tagging of instruments.

Excludes

Installation labor for control and relief valves (L account), thefirst 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 localcontrol panel mounted instruments (J-22 account), electricalwiring (P account), other installation material (J-70 account), andelectrical instruments in the motor control center or switchgear areas.

Testing, Inspection and calibration of field instruments andinstrument connection piping ( J-80 account).

Instrument Installation Field Major Vendor Unit Man-hoursFlow Transmitters, Controllers, Level Indicator, Recorders E or P ea. 24Pressure Indicator, Recorders E or P ea. 18Temperature Indicator, Recorders E or P ea. 5

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

J-12 Field mounted flow instruments Fld. Lbr. Code J-10Unit Man-hours

Orifice Plates (flgs. And meter runs "L" Acct.) ea. 3Flow Tubes and Venturis (In "L"Account)

Ratometer and sight glasses (Sight Glass "L" Account) ea. 3Magnetic Flow Meters (In "L" Account)

Turbine Meters (In "L" Account)Flow Switches Target Type ea. 4

Flow Switches D/P Type ea. 24Pitot Tubes ea. 6

J-14 Field mounted level instruments Fld. Lbr. Code J-10Unit Man-hours

Displacement Level Instrument Ext. Cage ea. 28Displacement Level Instruments

Internal Displ. ea. 8Float Level Switches ea. 18Capacitance Level Instruments ea. 10Gauge Glasses ea. 16Tank Gauges ea. 20Boiler Sight Glasses ea. 10Water Columns ea. 27

J-16 Field mounted pressure instruments Fld. Lbr. Code J-10Unit Man-hours

Pressure Gauges ea. 2Draft Gauges (Incl. Tubing) ea. 47Differential Pressure Gauges ea. 24Differential Pressure Switches ea. 24Pressure Switches ea. 8

Incl. W/Piping Fabrication &

Installation

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

J-18 Field mounted temperature instruments Fld. Lbr. Code J-10Unit Man-hours

Termocouples Assemblies and Wells ea. 2Reactor Thermocouples ea. 15Dial Thermometers and Wells ea. 2Remote Thermometers ea. 5Temperature Switches ea. 5

J-19 Miscellaneous field mounted instruments Fld. Lbr. Code J-10Unit Man-hours

Solenoid Valves ea. 3Miscellaneous Relays ea. 3

J-21 Main control panel and rack Fld. Lbr. Code J-21Unit Man-hours

Solenoid Valves ea. 3Miscellaneous Relays ea. 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 InstrumentsUnit Man-hours / lf

Unload Panel board from truck, skid into position & set on foundation lf. 3

Note: If control panel is shipped in sections add for each unit connection 4.0 manhours.Console Desk ea. 4

J-22 Main panel instruments and control systems 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 pneumaticand electronic systems (P account). Labor to connect instrument leads at the panel bulkheadconnectors for pneumatic signal transmission to and from the field instruments.(Singlee Tubing, J-71 account; multitubing, J-72 account)

Unit Man-hoursPanel Mounted Instruments (Face of Panel) ea. 5

J-26 Process contrrol computer 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 Man-hoursProcess computer - Set in Place ea. 60

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 Fld. Lbr. Code J-26

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 toterminal bulkheads (with J-71 or J-72) and the labor to connect electronic or thermocouplewire from field instruments to their terminals (with P-33).

Unit Man-hours/lfLocal Control Panels lf. 3

J-32 Local panel mounted instruments Fld. Lbr. Code J-32

Includes

The material and labor cost for furnishing and installing instruments and other control devicesassociated with local panels. Normally installed by panel Vendor.

Unit Man-hours/lfLocal Panel Mounted Instrument ea. 4

Excludes

The labor to connect Pneumatic signal transmission tubing from field instrument to terminal bulkheadswith J-71 ro J-72 and the labor to connect electronic or thermocouple wire from field instruments to theirterminals (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 andinbstruments connection lines or general requirements for outdoor equipment orpiping (N-30 account).

Steam supply and condensate return piping and the instrument shelter heater coils (L-10 account).

Weather Conditioning Unit Man-hours/lfinstrument Shelters - Walk-In Type ea. 60Instrument Enclosure ea. 4Heater Shelter ea. 10

J-60 Analkyzzers and package control systems 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 maincontrol panel. This local panel with all the instruments is still considered as a package and incldedin this account.

Excludes

Installation labor for instruments or systems forming an integral part of a piece of equipment(I.e., compressor controls).

Package Control Systems Unit Man-hours/lfAnalyzers - with sampling conditioning systems ea. 250Analyzers - Portable type such as ph analyzers ea. 10Boiler Control System 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 Syst.

Noter: 25 mhrs/$1,000 is not standard. This allowance depends on type of system, escalation, etc.

J-71 Single tubing (pneumatic transmission) Fld. Lbr. Code J-71

Includes

Labor to install and support all pneumatic signal transmission single tubing, includingconnectors, fittings and cut-off valves.

Labor to connect single tubing to the control panel bulkheads when no multitube bundlesare used for connecting the field mounted instruments to the control panels.

Unit Man-hours/lfSingle Tubing - Pneumatic Transmisssion lf. 0.3(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) Fld. Lbr. Code J-72

Includes

Installation labor of all multitube bundles transmitting pneumatic signals, including connectorsand junction boxes.

Labor to connect single tubing and multitubing to the control panel bulkheads, when all or partof 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 Unit Man-hoursMultitube lf. 0.5Connections ea. 1Junction Box ea. 4

J-73 Raceway and tray Fld. Lbr. Code J-73

Includes

Installation labor for all raceway and tray used specifically for the support of instrumentationmultitube bundles.

Unit Man-hoursRaceway and Tray lf. 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 instrumentair subheader (J-X account).

Instrument Air Subheader Unit Man-hours/ftGalvanized Pipe 1" and under lf. 0.5Galvanized Pipe 2" and up lf. 0.6

J-81 Loop check (labor only) Fld. Lbr. Code J-81

Includes the labor necessary to ensure that:

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

alsoIncludes testing and inspection of instrument air subheader and connection lines.

Unit Man-hours

Loop Check ea. 4Teting of instrument air subheader lf. 0.04Testing instrument connection lines lf. 0.04Testing thermocouple leads ea. 1Alarm loops ea. 1

J-82 Calibration and testing (labor only) Fld. Lbr. Code J-82

Includes

Labor necessary for testing and inspection of instruments.Calibrating instruments, testing of reliefvalves (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 Unit Man-hoursField Instruments ea. 4Panel Instruments ea. 4Control and Relief Valves ea. 4Analyzers (May vary with type) ea. 25

Note: In definitive estimates use above unit rates. In conceptual estimates use allowance of12% 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 pipe stanchions.

for safety. Includes platforms, stairs, ladder and cages, handrailand toe plates, grating. Checkered plate not supplied with equipment.

associated with steel or concrete structure to act as protection fromthe elements during operation or maintenance. Includes pumps orcompressor 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" AccountFireproofing 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 CodeFld. Lbr. Code

** M-10 Steel structures and EnclosuresM-10

the furnishing and erection, bolting,riveting, cutting, welding and burning ofsteel structures supporting and/or

Steel Structures Normally supporting equipment or piping. Includes

Access Steel - Provided for operation and maintenance convenience and

Structural Enclosures - Including siding, roofing, doors, etc.

Includes the labor cost associated with

enclosing permanent plant equipment.

stair, ladder and handrailing which arean integral part of said structures.

platforming, stairs, ladder and handrailassociated with buildings unless it issubcontracted. In this case, said steelwilll be included in the "R" account.

windows and doors) attached to saidstructures (with code R25) and concretedecking (with Q Account).

Light Steel (Less than 17LB/LF) 40 MH/TONHeavy Steel (17 to 45 LB/LF) 20 MH/TONVery Heavy Steel (Over 45 LB/LF) 10 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 withthe furnishing and erection , bolting,riveting, welding, cutting and burningof platforms, ladders, handrails andstair and their structural steelsupports attached to or to be used toprovide 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 0.1 MH/SFpart of vessel platforms

** M-30 Steel Pipe StanchionsM-30

Includes the labor costs associated 25 MH/TONwith the furnishing and erection,bolting, riveting, welding, cutting andburning of sructural steel pipeways orpipe stanchions.

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

M-40

Includes the furnishing, fabricating and 50 MH/TONerecting of structural steel not coveredabove such as pipe sleepers, stilesacross grade level pipeways and tankdikes., and conduit support racks, pullbox covers.

** M-50 Other StructuresM-50

Includes the furnishing, fabricating anderecting of wharves, bridges, loadingplatforms, 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

Includes steel platforming floor grating,

Includes grouting operation.

Also includes structural steel framing,

Excludes roofing and siding (including

steelwork is estimated at zero.

"N" - INSULATION & FIREPROOFING

IncludesAll external vessel, equipment and pipe insulation.Fireproofing of vessel skirts, vessel legs, structural steel andequipment 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 areaand return if they are to be fireproofed

Grouting for fireproofed steel members

Insulation of instruments and instrument leads

ExcludesEarthwork 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 tothe following standards. Chemical plants and boiler plants could run10 percent to 15 percent higher.

CryogenicOn Plot

1.96 2.28 3.042 thru 4 1.65 1.93 2.556 thru 8 1.46 1.62 2.32

10 thru 14 1.35 1.58 2.1416 & larger 1.24 1.47 1.64

Off Plot1/2 thru 6 1.13 1.35 2.188 & larger 1.09 1.15 1.27

Pipe Sizes (Inch)

Normal Hot (Excluding Flanges & Valves)

Traced & Chilled Water Includes

Flanges & Valves

1/2 thru 1 1/2

Instruments are usually priced per each.

MANHOUR UNIT RATES

Manhour per Effective L.F. (ELF)Calcium Silicate w/ .016" Aluminum Jacket

1" Thick 1 1/2" Thick 2" Thick 2 1/2" Thick 3" Thick2 0.18 0.20 0.21 0.253 0.19 0.21 0.22 0.264 0.19 0.21 0.25 0.266 0.21 0.25 0.33 0.34 0.408 0.34 0.34 0.36 0.44

10 0.36 0.38 0.42 0.5212 0.42 0.46 0.51 0.57 0.5914 0.46 0.51 0.57 0.65 0.6716 0.50 0.56 0.63 0.70 0.7218 0.54 0.61 0.68 0.81 0.8520 0.60 0.67 0.79 1.17 1.2324 0.78 0.94 1.14 1.51 1.5330 1.11 1.24 1.49 1.73 1.82

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

Large Shells Exch. Shells Large Heads Exch. Heads1 0.38 0.41 0.77 1.02

1 1/2 0.39 0.42 0.78 1.042 0.41 0.44 0.81 1.04

2 1/2 0.44 0.47 0.84 1.103 0.48 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 beapproximately 1.1.

For equipment with a large number of nozzle or stiffener rings, use afactor 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 aboverates, which will exclude the jacket.

N22 Cold Equipment Insulation



1 1/2 0.88 0.95 1.76 2.342 0.92 0.99 1.82 2.41

2 1/2 0.99 1.06 1.89 2.483 1.08 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 ofmulti-layer work.

For each inner layer of multi-layer work, use 30% of aboverates, which will exclude the jacket, vapor-barier and mastic work.

N30 Fireproof Vessel Skirts

Usually required on skirt of all vertical vessels containing liquidhydrocarbons. Area includes outer surface and inner surface as

Pipe Size (Inch)

3 1/2" Thick

Thickness (Inch)

Thickness (Inch)

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 equipmentcontaining liquid hydrocarbons and is within process plant battery limits.

Poured-in-place concrete Allow 60 MH/CYJoints by hand Allow 12°MM/SF

Intumescent Paint2 Hour = 1/2" Thick build Up Allow .06 MH/SF3 Hour = 1 1/16" Thick Build Up Allow .13 MH/SF

N50 Miscellaneous FireproofingEvaluated on an

Includes labor lost for the fireproofing Individual Job basisof miscellaneous items such as conduitand/or conduit supports or raceways andInstrument turbines and/or turbinessupports or raceways.

N60 SoundproofedEvaluated on an

(Y10) Insulation Scaffolds) Individual Job basisThat portion of the scaffolding manhours(Y10) attributable to insulationfireproofing may be estimated at zerosince, for this letter account only,scaffolding manhours are included in allunit rates above.

* 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 developestimates. When the manhour units are used for the installation ofelectrical equipment and materials, the following must be considered:

1 Type of construction2 Position relative to the ground level3 Concentration of work in the area4 Quantities5 Weight6 Associated items of material.

Includes

Installation of all electrical materials.

Distribution, power and control, emergency, lighting, fire alarm andcommunication equipment.

Interconnecting conduit, tray, wire and cable.

Grounding, cathodic protection, electric heat tracing and overheaddistribution systems.

Excludes

Electrical equipment foundations.

Conduit racks and supports between pipe atanchions, when detailed andlocated on structural drawings.

Motor drivers.

Fences around Electrical equipment.

Electrical services in buildings, if subcontracted.

Temporary electrical facilities.

Excavation and concrete work.

Control CodeP-10 ELECTRICAL EQUIPMENT Fld. Lbr. Code

P-11 Distribution EquipmentP-11

and testing of the following electrical equipment: High voltagemaster substations, power transformer, 15 KV switchgear,distribution transformer associated with power distributionsystem (see Control Code P-50) and all device for thedistribution and control of electrical power to plantsubstations.

ExcludeMotorLighting TransformersAll wire and cable connectionsSmall Transformers on poles.

High Voltage Master Substation UNIT MANHOURSI-beam and/or box steel structures 15.00 MH/TONLattice steel structures 35.00 MH/TON

15 KV METALCLAD SWITCHGEAR MANHOURS/EACHIndoor Outdoor Walk-in

500 MVA-1200 A ACB-2000 A ACB 60.00 65.00 75.00750 MVA-1200 A ACB-2000 A ACB 65.00 70.00 80.001000 MVA-1200 A ACB-2000 A ACB-3000 A ACB 95.00 100.00 115.00Starters-Full Voltage Induction +15 +15 +15Starters-Reduce Voltage Induction +30 +35 +45Generator-ACB and Control +30 +35 +45Starters-Full Voltage Synchronous +30 +35 +45Starters-Reduced Voltage Synchronous +60 +70 +90600 A Fused Switch-1200 A Unfused Switch 25.00 30.00 40.001200 A Fused Switch 30.00 35.00 45.00

Control CodeP-11 Distribution Equipment (Continued) Fld. Lbr. Code

P-11

MH/EA WT-LBS112 1/2 KVA 32 2,900150 KVA 36 3,100225 KVA 44 4,000300 KVA 51 5,000500 KVA 65 7,000750 KVA 78 10,000

1,000 KVA 90 12,0001,500 KVA 110 15,0002,000 KVA 125 16,0002,500 KVA 140 19,0003,750 KVA 170 27,0005,000 KVA 195 33,0007,500 KVA 235 43,000

10,000 KVA 270 46,00012,000 KVA 295 55,00015,000 KVA 327 65,00020,000 KVA 375 91,00025,000 KVA 417 106,00030,000 KVA 455 130,000

MH/EAFused Primary Switch (on XFMR) +10Transition Connection 30Throat Connection 50Neutral Grounding Resistor 30Metal-Clad Primary Fused Switch ( 5KV & 15KV ) 30Disconnect & Remove Existing Transformer 40% above MH'sRemove Bushings & Pressurize for Storage 30% above MH's

Includes all labor cost associated with the handling, setting

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


P-11

AMPACITY MH/LF Bus600V 5KV 15KV

800 0.80 1.20 1.401200 0.90 1.40 1.601600 1.15 1.70 2.002000 1.30 2.00 2.303000 1.90 3.00 3.404000 2.50 4.00 4.60

P-12 Distribution Equipment (Continued)P-12

Includes all labor cost associated with the handling, settingand testing of the electrical equipment: 5 KV and 600 Vswitchgear, 5 KV and 600 V motor control centers, motorstarters and circuit breakers, local controls (e.g., pushbuttonsstations), power distribution panel boards.

MANHOURS/EACHIndoor Outdoor Walk-In

5 KV METALCLAD SWITCHGEAR75 MVA-1200 A ACB 30 40 45250 MVA-1200 A ACB-2000 A ACB 45 45 55350 MVA-1200 A ACB-2000 A ACB-3000 A ACB 60 60 70Starters-Full Voltage Induction +10 +10 +10Starters-Reduced Voltage Induction +20 +30 +35Generator-ACB and Control +20 +30 +35Starters-Full Voltage Synchronous +20 +30 +35Starters-Reduced Voltage Synchronous +40 +60 +70600 A Fused Swith-1200 A Unfused Switch 20 25 301200 A Fused Switch 25 30 35

Control CodeP-12 Power And Control Equipment (Continued) Fld. Lbr. Code

P-12

600 V METAL ENCLOSED SWITCHGEAR

225 A ACB 150 HP Max 9 11 13600 A ACB 400 HP Max 11 13 151600 A ACB 1000 HP Max 18 22 262000 A ACB 24 29 343000 A ACB 30 36 424000 A ACB 40 50 60Starters-Full Voltage Induction +5 +5 +5Starters-Reduced Voltage Induction +10 +12 +14Generator-ACB and Control +10 +12 +14

MOTOR CONTROL CENTER - CUBICLE TYPE 2300V and 4160VMANHOURS/EACH

2300V MCC 4160V MCC200MVA 400MVA

Indoor Outdoor Walk-InFULL VOLTAGE NON-REVERSING-INDUCTION

200 A 700 HP 1250 HP 25 25 35400 A 1500 HP 2500 HP 30 35 45700 A 2500 HP 4500 HP 35 40 50

FULL VOLTAGE REVERSING-INDUCTION200 A 700 HP 1250 HP 35 35 45400 A 1500 HP 2500 HP 40 45 55700 A 2500 HP 4500 HP 45 50 60REDUCED VOLTAGE NON-REVERSING-INDUCTION200 A 700 HP 1250 HP 40 40 55400 A 1500 HP 2500 HP 45 50 65700 A 2500 HP 55 60 75700 A 4500 HP 60 65 80

REDUCED VOLTAGE REVERSING-INDUCTION200 A 700 HP 1250 HP 50 50 65400 A 1500 HP 2500 HP 60 65 80700 A 2500 HP 4500 HP 65 70 85FULL VOLTAGE NON-REVERSING-SYNCHRONOUS

200 A 700 HP 1250 HP 35 35 45400 A 1500 HP 2500 HP 40 45 55

BUS DUCT - Three Phase, Non-segregate

700 A 2500 HP 4500 HP 45 50 60REDUCED VOLTAGE NON-REVERSING-SYNCHRONOUS

200 A 700 HP 1250 HP 45 45 60400 A 1500 HP 2500 HP 55 60 75700 A 2500 HP 4500 HP 60 65 80


600 V MOTOR CONTROL CENTER - CUBICLE TYPE AND PREFABRICARED SWITCHRACKFULL VOLTAGE NON-REVERSING

Size 1 1 x 20" Wide 10 HP Max 3 4 52 2 x 20" Wide 25 HP Max 4 5 63 2 x 20" Wide 50 HP Max 6 8 104 2 1/2 x 20" Wide 100 HP Max 9 12 155 3 1/2 x 20" Wide 200 HP Max 16 21 266 6 x 30" Wide 400 HP Max 22 30 38

FULL VOLTAGE REVERSINGSize 1 1 1/2 x 20" Wide 5 7 9

2 1 1/2 x 20" Wide 6 8 103 4 x 20" Wide 14 19 244 4 1/2 x 20" Wide 16 21 265 6 x 20" Wide 18 24 306 6 x 40" Wide 30 40 50

REDUCED VOLTAGE NON-REVERSINGSize 2 3 1/2 x 20" Wide 14 19 24

3 4 x 20" Wide 16 21 264 4 1/2 x 20" Wide 18 24 305 6 x 20" Wide 20 26 32

6 12 x 38 50 62TWO-SPEED FULL VOLTAGE NON-REVERSING

Size 1 1 1/2 x 20" Wide 5 7 92 2 1/2 x 20" Wide 9 12 153 4 x 20" Wide 14 19 244 4 1/2 x 20" Wide 16 21 265 6 x 20" Wide 18 24 306 6 x 30" Wide 22 30 38


100 A 1/2 X 20" Wide 3 4 5225 A 1 x 20" Wide 5 6 7400 A 2 x 20" Wide 8 10 12600 A 2 x 20" Wide 9 11 13800 A 2 1/2 x 20" Wide 13 16 19

1000 A 2 1/2 x 20" Wide 14 17 201200 A 2 1/2 x 20" Wide 16 19 22

SWITCHGEAR TYPE225 A 3 x 20" Wide 11 15 19600 A 3 x 20" Wide 13 17 21

1600 A 6 x 30" Wide 30 40 50

Local Control MANHOURS/EACH

600 V Individual MountedCombination Starters-FVNR

Size 1 2 6 7 82 3 8 9 113 4 12 15 184 6 20 25 305 10 30 35 40

Combination Starters-FVNRSize 1 3 8 9 11

2 4 10 12 153 5 15 18 234 7 25 30 355 11 35 40 50

Circuit Breakers Molded Case TypeFrame F 100A 1 5 6 7

J 225A 2 8 9 11K 400A 2 10 12 15L 600A 2 12 15 18M 800A 3 15 18 23

Power Type

2 @ 30" Wide

AIR CIRCUIT BREAKERS MOLDED CASE TYPE

Support Units

Indoor NEMA 1 &

2WP NEMA

3 & 4XP NEMA

7 & 9

AK-15 225A 4 10 12AK-25 600A 4 12 15AK-50 1600A 5 15 20AK-75 3000A 7 30 35

AK-100 4000A 8 45 50AL-100 6000A 10 60 65Starter FV +1 +5 +8Starter FV +60% +40% +40%

Push Buttons 1 2 3 4Weld Receptacle w/ 100A CB 2 6 7 8Weld Receptacle w/ 225A CB 2 9 10 12

Note:Add support MH's 1 Unit MH MH MH(31 Steel) 3.00 3.50 4.00

Equipment Support Fabrication & Erection

Unistruct 150 MH/TonLight Steel 250 MH/Ton

Control CodeP-13 Emergency and Standby Equipment Fld. Lbr. Code

P-13Includes all labor costs associated with handling, setting andtesting of the following electrical equipment: Emergencygenerators, static inverters and an interrupted power supply(UPS) system (including batteries and battery chargingfacilities).

Diesel GeneratorsSize MANHOURS/EACH

100-500 KW 300550-1000 KW 600

1100-2000 KW 9002100-3000 KW 12003100-4000 KW 1400

Batteries & RacksSize MANHOURS (per cell)

40-80 Amp-Hr 1.5100-160 Amp-Hr 2200-360 Amp-Hr 2.5400-580 Amp-Hr 3600-960 Amp-Hr 4

1000-1800 Amp-Hr 5Battery Chargers

Sizes MANHOURS/EACH15-30 Amps 25

35-100 Amps 40150-200 Amps 50300-400 Amps 60

P-14 Lighting EquipmentP-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 streetlighting and area flood lighting.

Ecludes pole mounted lighting system transformers, polemounted light standards (see Control Code P-50). Illuminatorfor gauge glass (with "J" Acct.). Supports, and building lightsif subcontracted.

Transformers10, 480 V - 120 / 240 V 30, 480 V - 208 / 120 V

KVA MH/EA WT-LBS KVA MH/EA WT-LBS3 6 83 3 6 705 7 116 6 8 150

7.5 9 140 9 10 26010 10 160 15 12 38015 12 250 30 17 50025 16 320 45 21 650

37.5 19 430 75 26 85050 22 600 112.5 32 125075 26 750 150 36 1500

100 30 1150 225 44 2700167 38 1550 300 51 2800

PanelsMANHOURS/EACH

Indoor In MCC's4 5 7 10 46 7 9 14 58 9 12 18 6

12 12 16 24 816 15 20 30 1020 18 24 36 1224 21 28 42 1430 26 35 1736 31 41 2142 36 48 24

FixturesMANHOURS/EACH

XPIncandescent to 500W 1 2 3Fluorescent 4' - 4 Tube 3 4 5Fluorescent 8' - 4 Tube 9 12 6MV and Ballast - 1500W 4 5 6MV and Ballast - 1000W 3 4 5MV and Ballast - 500W 2 3 4Floodlight - 1500W 8 12 14Floodlight - 1000W 6 10 12Floodlight 500W 4 8 10Luminaire - Incandescent 3Luminaire - Mercury Vapor 4Emergency Battery Light 4 6Obstruction Beacon 50Obstruction Light (Dual) 10

DevicesMANHOURS/EACH

Indoor WP-VP XPReceptacle (110V) 1 1.5 2Switch 1 1.5 2Time Switch or Photo Cell 2 3 4Contactor (Oil Switch) 6 8C.C. Transformer (10-25KVA) 10 10Ballast (External) 1 2 3Gooseneck Stanchion 4 4Pole or Standard 10Mast Arm 5Thompson Hanger 10 20

P-15 Other Electrical EquipmentP-15

Includes all labor costs associated with the handling,installing and testing of: Fire alarm equipment (central andremote), sound powered phones, signal horns, PBX consoles andoutlets, intercoms, paging devices, sirens.

P-20 CONDUIT AND CABLE RACEWAYSP-20

P-211 Install Rigid Metallic Conduit Above Ground

cutting, threading, bending of all above ground metallic conduit(aluminum and/or bare or plastic coated steel, flexible andrigid) including fittings, couplings, elbows, bushings,condulets, ericksons, unions, outlet boxes and unistruts and supports.

when detailed on structural drawings, terminal and pullboxes (12 inches and larger) (see Control Code P-29).

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

MANHOURS/LF

Size (Inch) A/G RGS A/G ALUM A/G RGS A/G ALUM A/G RGS A/G ALUM1/2 0.29 0.22 0.26 0.20 0.23 0.183/4 0.31 0.23 0.28 0.21 0.25 0.191 0.34 0.25 0.31 0.23 0.28 0.21

1 1/4 0.39 0.28 0.35 0.25 0.32 0.231 1/2 0.43 0.30 0.39 0.27 0.35 0.24

2 0.54 0.36 0.49 0.33 0.44 0.30

No. of Circuits

Weather Proof

Explosion Proof

Open Indoor

Recessed WP-VP

Includes all labor associated with handling, layout, measure,

Excludes large multiple conduit races between pipe stanchions,

X P Hazardous V P Semi - Hazardous W P Non - Hazardous

2 1/2 0.68 0.44 0.62 0.40 0.56 0.363 0.86 0.54 0.78 0.49 0.70 0.44

3 1/2 1.08 0.64 0.98 0.58 0.88 0.524 1.30 0.76 1.18 0.69 1.06 0.625 1.75 1.02 1.59 0.93 1.43 0.846 2.20 1.32 2.00 1.20 1.80 1.08

1 & Under 0.32 0.24 0.29 0.22 0.26 0.201 1/4 - 2 0.47 0.33 0.43 0.30 0.38 0.26

2 1/2 & Over 1.26 0.74 1.14 0.67 1.03 0.60All Sizes 0.42 0.30 0.39 0.27 0.34 0.23Flexible 0.70 0.70 0.45 0.45 0.35 0.35

Plastic Coated RGS Conduitand Flexible Metallic Conduit Tray System Dropout ConduitMH of RGS Conduit x 1.20 MH of A/G Conduit x 1.30

Above manhours include allsupports and brackets.

"Rack-Bank" MH RGS Conduit x 0.60

Control CodeP-212 Install Rigid Metallic Conduit Underground Fld. Lbr. Code

P-22

metallic conduit into a below grade "Duct Bank" along with its

installation of required supports and/or spacers.

and S-12) and the concrete envelope (Code Q-73).

P-212 U/G CONDUIT - RIGID METALLICP-22

MANHOURS/LF MANHOURS/LF

Size (Inch) Size (Inch)1 & Under 0.09 0.08 0.07

1 0.09 0.08 0.07 1 1/4 - 2 0.13 0.12 0.111 1/4 0.10 0.09 0.081 1/2 0.11 0.10 0.09

2 0.14 0.13 0.12 2 1/2 & Over 0.39 0.35 0.312 1/2 0.19 0.17 0.15

3 0.25 0.23 0.21 All Sizes 0.12 0.11 0.103 1/2 0.32 0.29 0.26

4 0.40 0.36 0.325 0.57 0.52 0.476 0.76 0.69 0.62

Plastic Coated RGS ConduitMH of RGS Conduit x 1.20

Control CodeP-23 Non-Metallic Conduit Fld. Lbr. Code

P-23

required supports, spacers, and adapters.

CONDUIT - NON - METALLIC - SHORT, BRANCH CIRCUIT TYPE RUNSMANHOURS/LF MANHOURS/LF

Size (Inch) A/G PVC U/G PVC Size (Inch) A/G PVC U/G PVC1/2 0.15 1 & Under 0.17 0.053/4 0.16 1 1/4 - 2 0.22 0.091 0.18 0.05 2 1/2 & Over 0.50 0.24

1 1/4 0.20 0.06 All Sizes 0.21 0.081 1/2 0.21 0.07

2 0.25 0.102 1/2 0.30 0.13

3 0.36 0.163 1/2 0.43 0.20

4 0.51 0.255 0.68 0.346 0.89 0.45

MANHOURS/LF

Inscludes all labor associated with handling and installing rigid

couplings and fittings. Also includes the risers to the grade and the

Excludes the excavation and backfill of the duct bank (Codes S-11

X P U/G RGS

V P U/G RGS

W P U/G RGS

X P U/G RGS

V P U/G RGS

W P U/G RGS

Includes all labor associated with handling and installingnon-metallic conduit (transite, plastic) and fittings. Includes

DUCT - NON - METALLIC - UNDERGROUND - LONG, FEEDER TYPE RUNS

Size (Inch)2 0.07 0.10 0.03 0.053 0.08 0.11 0.04 0.064 0.10 0.14 0.05 0.075 0.12 0.17 0.06 0.086 0.15 0.20 0.08 0.10

All Sizes 0.09 0.12 0.04 0.06

adapters.

Control CodeP-24 Thinwall Metallic Conduit Fld. Lbr. Code

P-24

installation of thinwall metallic conduit and the requiredcondulets, pull boxes (12 inch and smaller), straps, andhangers, unistruts and supports.

code P211) and terminal and pull boxes (12 inch and larger) (see ControlCode P-29).

CONDUIT - THINWALL METALLICNon-Hazardous Area Hazardous Area

Size (Inch) A/G EMT Size (Inch) A/G EMT

1/2 0.16 1 & Under 0.183/4 0.17 1 1/4 - 2 0.261 0.19 2 1/2 & Over 0.59

1 1/4 0.21 All Sizes 0.231 1/2 0.24

2 0.302 1/2 0.39

3 0.503 1/2 0.61

4 0.72

5% should be added to the above manhours to cover unistruts and support.

Control CodeP-25 Cable Trays and Channels Fld. Lbr. Code

P-25

installation of cable trays and channels with fittings,brackets, covers and supports.

when detailed on structural drawings.

Cable tray and Channel - Galvanized Steel, Ladder type with 10inch support spacing.

Size (Inch) Tray MH/LF6 0.570 0.0859 0.640 0.11012 0.700 0.13018 0.790 0.17024 0.950 0.18036 1.420 0.210

4 Channel 0.500Divider 0.080

Aluminum Tray MH of Steel Tray x 0.85FRP 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, lightingtransformers, panels, terminal boxes, pull boxes, local controlstations and other electrical devices.

Type I Korduct

Type II Transite

ABS I Plastic

ABS II Plastic

Includes labor to install conduit, fittings, supports, spacers and

Excludes earthwork and concrete work.

Includes all labor costs associated with the handling and

Excludes the labor costs of flexible conduit and fitting, (see

Includes the labor cost associated with the handline and

Excludes large multiple tray supports between pipe stanchions

Cover MH/LF

TERMINAL BOX/PULL BOXES - Surface MountingMANHOURS/EA

size (Inch) NEMA 1 NEMA 4 NEMA 76 x 6 x 4 1.5 2.5 4.8

16 x 16 x 8 3.5 7.5 16.224 x 74 x 8 or larger 8 19.2 32

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

Control CodeP-30 WIRE AND CABLE Fld. Lbr. Code

P-31 600V AND 1000V wire and cable (Excluding Connections)P-31

and under wire and cable for power and control circuits andlighting circuits, including direct burial cable and ground wirewhwn pulled in raceway system. Connections are included withcode P-34. Manhour units include meggering phasing and the useof installation materials,

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 TRAYMANHOURS/LF MANHOURS/LF

size (Inch) 1/C 3/C size (Inch) 1/C 3/C14 0.010 0.250 3/0 0.043 0.09312 0.011 0.028 4/0 0.049 0.11010 0.012 0.031 250 0.055 0.1208 0.014 0.031 300 0.010 0.1306 0.017 0.042 350 0.067 0.1454 0.021 0.049 400 0.073 0.1602 0.025 0.058 500 0.083 0.1801 0.029 0.064 600 0.095 0.200

1/0 0.033 0.073 750 0.110 0.2302/0 0.038 0.082 1000 0.140 0.300

size (Inch) MH/LF size (Inch) MH/LF size (Inch) MH/LF1/C 0.010 5/C 0.034 18/C 0.0602/C 0.025 7/C 0.037 24/C 0.0703/C 0.028 9/C 0.045 36/C 0.0804/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

MANHOURS/LF MANHOURS/LFsize (Inch) 3/C size (Inch) 3/C

14 0.055 3/C 0.15012 0.060 4/C 0.16010 0.065 250 0.1708 0.070 300 0.1806 0.075 350 0.1854 0.090 400 0.1902 0.100 500 0.2001 0.110 600 0.210

1/C 0.120 750 0.2402/C 0.130 1000 0.310

size (Inch) size (Inch) size (Inch)5/C 0.070 18/C 0.180

2/C 0.050 7/C 0.090 24/C 0.2103/C 0.055 9/C 0.130 36/C 0.2404/C 0.060 12/C 0.150 48/C 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

Inscludes the labor cost for handling and installing all 1000V

Excludes labor cost of electronic and thermocouple wire and

CONTROL - 14 RUBBER INSULATED NEOPRENE JACKET-INSTALLED IN CONDUIT AND TRAY

POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY


MANHOURS / LF

MANHOURS / LF

MANHOURS / LF

Control CodeP-32 5KV and over wire cable (Excluding Connections) Fld. Lbr. Code

P-32Includes the labor cost for handling and installing all wire andcable in 5KV and over power circuits including direct burialcable and ground wire when pulled in raceway system.Connections are included with code P-35. Manhour units includemeggering and phasing and the use of installation materials.

Excludes the labor cost to string wire or cable associated withoverhead (I.e., pole line) distribution systems.

POWER - INSULATED/JACKETED - CU/AL-INSTALLED IN CONDUIT OR TRAYMANHOURS/LF

size (Inch) 5 KV Non-Shielded 5 KV Shielded 15 KV Shielded1/C 3/C 1/C 3/C 1/C 3/C

8 0.023 0.048 0.030 0.0486 0.026 0.063 0.036 0.0634 0.030 0.067 0.041 0.0672 0.034 0.076 0.045 0.076 0.064 0.1101 0.037 0.080 0.048 0.080 0.066 0.120

1/0 0.042 0.090 0.053 0.090 0.072 0.1302/0 0.047 0.100 0.058 0.100 0.079 0.1403/0 0.052 0.115 0.066 0.115 0.085 0.1504/0 0.058 0.130 0.073 0.130 0.093 0.170250 0.065 0.140 0.078 0.140 0.100 0.170300 0.071 0.150 0.085 0.150 0.105 0.180350 0.077 0.165 0.092 0.165 0.110 0.200400 0.083 0.180 0.098 0.180 0.120 0.220500 0.095 0.200 0.110 0.200 0.130 0.250600 0.105 0.220 0.120 0.220 0.140 0.270750 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 0.70Distribution ( 1000' ) Runs-MH of Insulated/Jacketed x 0.70Ground Wire - MH of 600X Wire.

MANHOURS/LF

size (Inch) 5KV 3/C 15KV 3/C8 0.085 0.1206 0.100 0.1404 0.110 0.1502 0.125 0.1601 0.135 0.165

1/0 0.140 0.1702/0 0.150 0.1753/0 0.160 0.1804/0 0.170 0.185250 0.180 0.190300 0.190 0.200350 0.195 0.220400 0.200 0.240500 0.210 0.260600 0.230 0.280750 0.260 0.310

1000 0.330 0.380

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

Control CodeP-33 Electronic and Thermocouple Wire and Cable (Excluding Connections) Fld. Lbr. Code

P-33Includes labor costs for handling and installing single pairwire and multi-pair cable for electronic signal transmissionsystems associated with instrumentation and communicationcircuits and thermocouple wire associated with remote readingand controlling temperature devices. Includes the use ofinstallation materials.

POWER - INSULATED-STEEL/ALUMINUM

INTERLOCKED ARMOR-INSTALLED IN TRAY

1 Pr 0.020 0.0254 Pr 0.030 4 Triples 0.0356 Pr 0.035 12 Triples 0.0658 Pr 0.040 16 Triples 0.080

10 Pr 0.045 36Triples 0.13012 Pr 0.05016 Pr 0.06020 Pr 0.07024 Pr 0.08036 Pr 0.10050 Pr 0.120

1 Pr4 Pr 0.050 4 Triples 0.0556 Pr 0.055 12 Triples 0.1108 Pr 0.060 16 Triples 0.140



Control CodeP-34 Connections - 600V and 1000V Wire and Cable Fld. Lbr. Code

P-34

associated with power, control and lighting circuits to theirterminals, attaching markers and lugs, splicing (if required),installing cable glands and the ringout of each conductor.

MANHOURS/EAInsulated/Jacketed Type

1/C Wire Lug 0.35M/C Cable Gland 2M/C Power Splice 4M/C Control Splice 5

Interlocked Armor Type3/C Power (Gland and Lugs) 3M/C Control (Gland and Lugs) 43/C Power Splice 6M/C Control Splice 7

Control CodeP-35 Connections - 5 KV and Over Wire and Cable Fld. Lbr. Code

P-35

circuits to their terminals,attaching markers and lugs, splicing(if required), installing cable glands, potheads, and stresscones, and the ringout of each conductor.

Insulated/Jacketed TypeMANHOURS/EA MANHOURS/EA

5KV 1/ C 1.3 15KV 1/C 5

1/ C 3 1/C 7

THERMOCOUPLE AND ELECTRONIC INSULATED/SHIELDED/JACKETED - INSTALLED IN

CONDUIT OR TRAY

MANHOURS / LF

MANHOURS / LF

(3/C) 1 Triple

INSULATED - STEEL/ALUMINUM INTERLOCKED ARMOR-INSTALLED IN TRAY

MANHOURS / LF

MANHOURS / LF

(3/C) 1 Triple

Includes the labor to connect 600V and 1000V wire or cable

Excludes connections for overhead (e.g., pole line) distribution.

Includes the labor to connect all wire and cables 5 KV and over

Excludes connections for overhead (e.g., pole line) distribution

Non-Shield Lug

Shield Stress Cone-Indr.


Shield Stress Cone-Outdr.

1/ C 5 1/C Pothead 41/ C Pothead 3 3/C Pothead 83/C Pothead 6 3/C Cable Gland 4

3/C Cable Gland 3 1/C Shield Splice 10

1/C 4 3/C Shield Splice 28

1/C Shield Splice 7 1/C 3

3/C 10

3/C Shield Splice 18

1/ C 2

Interlocked Armor TypeMANHOURS/EA MANHOURS/EA

5KV 3/ C 6 15KV 3/ C 13

3/ C 9 3/ C 17

3/ C 12 3/ C 20

3/ C 14

Control CodeP-36 Connections - Electronic and Thermocouple Wire and Cable Fld. Lbr. Code

P-36

and the thermocouple wire and cable to their terminals, attachingmarkers and lugs, splicing (if required), installing cable glandsand the ringout of each conductor.

Insulated Type MH/EA Interlocked Armor Type MH/EA1/C Wire Terminal 0.35 1/C Wire Terminal 0.351/C Shield Terminal 0.35 M/C Cable Gland 3.00M/C Cable Gland 2.00

P-39 Wire and Cable Installation Materials

Includes the labor cost for pre-fab concrete pull boxes forunderground wire and cable system.

P-40 ELECTRICAL SYSTEMS

P-41 GroundingP-41

associated with electric grounding system such as: Wire andcable,cadwell and clamp connections, ground rods, groundwells, copper ground plates, lightning rods and arrestors.

GROUNDING SYSTEM - .20 MH/LF COMPLETEP-42 Cathodic Protection

P-42Includes the labor costs for handling and installing all itemsassociated with a cathodic protection system such as: Anodes,rectifiers, wire and cable, etc.

P-43 Electric Heat TracingP-43


Non-Shield Splice

Shield Stress Cone-Premolded

Non-Shield Splice


Non-Shielded (Gland & Lugs)

Shielded (Gland & Stress Cones)


Shielded (Pothead & Stress Cones)


Shielded Splice

Shielded Splice

Includes the labor to connect all electronic signal transmissions

Includes the labor cost of handling and installing all items

Excludes Earthwork.

Includes the labor cost to handle and install items associated

with an electric heat tracing system such as: the heat tracerwire, heat conducting mastic, tracer wire banding, controlsthermostats, power/splice junction boxes, tapes, end seals, andsystem test and checking.

conduits from distribution panels to terminal box (Code P-21) andthe terminal box (Code P-29), wire from the panel to the terminalbox (Code P-31) and all connections (P-34).

MANHOUR/LFAuto-Tracer, self limiting 0.05

MANHOUR/EAThermostat assembly 3.00Power/Splice Junction Boxes 1.50End Seal 0.50Tape 0.20

P-50 Overhead (Pole Line) DistributionP-50

installing all items associated with overhead distributionsystem such as: Towers, poles, street lighting fixturesattached to poles, cross arms, pole line hardware, guy wire andguy anchors, pole mounted transformers, disconnect switches,lightning arrestors, pots and aerial wire or cable.

of non-aerial wire or cable (Code P-31 or P-32).

P-80 Overhead (Pole Line) DistributionP-80

cable. The Checking, meggering, bumping for rotation check andrunning-in of electric motors is normally charged to the majorequipment account. When not supplied by the equipment vendor,then allowance should be made for testing of motor as indicatedbelow.

H.V. Cable - (Hipot) MH/EA5KV & 15KV - 1/C 5.00

Electrical Motors MH/EA600V 8.005KV 40.0015KV 300.00

Motor Drivers

driven equipment. If motors are to be purchased separately fromthe driven equipment, they will be requisitioned against M/R No.P-90*.

(Y10) ELECTRICAL ScaffoldingP-50

That portion of the scaffolding manhours (Y10) attributable toelectrical may be estimated at:

4% of total P manhours

"Q" - CONCRETE

GeneralIncludes All Piling , Concrete Foundations, Trenches, Pits, Sumps , Basins

IncludesFabricating, 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.

Excludes transformers and power distribution panels (Code P-14),

Includes the subcontract and labor cost for handling and

Excludes street lighting fixtures (Code P-14) and the labor cost

Includes all labor associated with the hipotting of high voltage

Motor Drivers will be included with the control code of the

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.

ExcludesConstruction 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-01Includes

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 0.1 MH/SF Q-02All 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 1 MHRS/CY Q-11

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 Concrete2 MHRS/CY Q-12

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 ConcreteIncludes 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 ConcreteIncludes 2 MHRS/CY Q-14

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 for 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 ConcreteIncludes the installed quantity only of "Q" - CONCRETE

concrete work such as paving, cast in place manholes and catch basins, electric cable envelopes, curbs and gutters, ongrade pipe sleepers, underground pipe anchor blocks, concrete trenches,retaining walls, footings or piers forstiles, and slabs (see Code Q7X for the labor for this quantity).

FURNISH AND PLACE REINFORCING STEEL

Q-21 Place Foundation Rebar20 MHR/TON Q-21

Includes labor for the delivery from a storage area of prefabricated and/or placing, welding and tieing of all straight or bent rebar for permanentplant equipment foundations, footings forstructures and pipeways, and cassions.

Q-22 Place Structural Rebar10 MHR/TON Q-22

Includes labor for the delivery from a storage area of prefabricated rebar cages and/or placing, welding and tieing of all straight or bent rebar for the columns,beams and elevated slabs of concrete structures and the columns and beams ofcast-in-place concrete pipeways.

Q-23 Place Building Substructure Rebar20 MHR/TON Q-23

Includes the labor for the delivery from a storage area of prefabricated rebarand/or placing, welding and tieing of all straight or bent rebar and welded wirefabric 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 thecolumn, beams, elevated walls and floors 10 MHR/TON Q-24of buildings normally shown on "R"drawings.

Q-26 Rebar for Other Concrete Work

Includes the quantity only of the rebarassociated with concrete items precast onsite by Bechtel labor. The labor for thisoperation is included in control code Q-62.


Includes the installed quantity only of rebar for "Other Concrete Work". Seecontrol code Q-17 for listings of itemsin 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 Q-31Includes 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 Forms0.25 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 0.2 MH/SF Q-33

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

Q-34 Place and Strip Building SuperstructureForms0.6 MH/SF Q-34

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 anchorbolts and embedded metal, placing screedsfor 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 codeQ-17 for listing of items in this category.

Q-40 Furnish Anchor Bolts and Embedded Metal

Includes the material cost only of anchorbolts, anchor bolt sleeves, and other embedded metal. Excludes the labor to place, align and secure anchor bolts andembedded metal (with Q-31-34).

PRECAST CONCRETE ITEMS,Q-61 Place Concrete

1.5 MHR/CY Q-61Includes all labor associated with thePouring, finishing and delivering the setup concrete to a curing area and curing operations while in said area.

Q-62 Rebar for Precast Concrete 10 MHRS/TON Q-62

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

Q-63 Formwork for Precast Concrete0.18 MH/SF Q-63

Includes all labor associated with the placing, removing and readying for reuseall formwork required for precast concrete items. Also includes the labor to place, align secure anchor boltsand other embedded metal.

Q-69 Place Precast Structural Concrete Items Q-67Columns 10 MHRS/CY Q-69

Includes labor to deliver all precast & Beamsstructural 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).

Bents 5 MHRS/CYOTHER CONCRETE WORK

4"-6"- 0.1 MHR/SF Q-71

Includes all labor associated with 8''-10" - 0.14 MHR/SF

concrete paving such as fabrication and placing and stripping of header boards and screeds, placing of water stops andvapor barriers. expansion joints, placingand tieing of rebar or welded wirefabric, rebar chairs, and the placing,finishing and curing of the concrete. Includes required weather protection operations such as straw coveringwatering, etc.

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

"Q" - CONCRETE

Q-72 Miscellaneous Cast in Place Concrete- 15 MHR/CY 12" wall - 15 MHR/CY

Includes all labor associated with the 8" wall - 20 MHR/CY

forming, placing of rebar and embedded metal, and pouring and finishing of miscellaneous cast-in-place concrete

Q-71 Place Concrete Paving

items such as manholes and catch basins,curbs and gutters, concrete trenches,pipe sleepers, etc.

Q-73 Place U/G Electrical Conduit Envelope4 MHR/CY Q-73

Includes all labor associated with the formwork, rebar and pouring of concrete for conduit envelopes.

Q-74 Place Seal Slabs5 MHR/CY Q-74

Includes all labor associated with the placing of concrete seal slabs.

Q-75 Place All Other Concrete 15 MHR/CY Q-75

Includes all labor associated withforming, placing of rebar and pouring ofall other concrete not covered elsewhere, such as footings and piersfor stiles, hose sheds, instrument shelters.

Q-90 Furnish Shims and Grout

Includes the material cost only of shimstock and grouting materials such ascement, sand, "embeco" and other fieldprocured materials required to complete the securing of all equipment and structural columns to their foundations.

Concrete Work (Alternate "Overall" Technique) "Q" - CONCRETE

Forms - Fabricate, Place, Remove (Incl. Embeds)

Rebar - Fabricate and Install 0.30 MH/SF

Concrete - Pour, Finish, Patch 20.00 MH/TON

Composite Standards: 1.00 MH/CY

Process Area Average (15 SF + .075 T)

Equipment Foundations 7.00 MH/CY

Mass Slabs (Several Feet thick) (4 SF + .1 T) 10.00 MH/CY

Cooling Tower Basins, Excl. Pump Pit 4.00 MH/CY

Tank Ringwalls (8 SF + 0 .03 T) 8.00 MH/CY

Trenches, Pits, Boxes, etc. - 12" Wall 4.00 MH/CY

8" Wall 15.00 MH/CY

Concrete Electrical Envelope . 20.00 MH/CY

(Allow 0.02 CY/LF U/G Conduit)

Concrete Paving 4" to 6" 4.00 MH/CY

8" to 10" 0.10 MH/SF

Concrete Anchors, Thrust Blocks 0.14 MH/SF

Concrete Pipe Stanchions 25.00 MH/CY

Precast beams and columns - Precast

Erect 20.00 MH/CY

Precast as whole bents - Precast 10.00 MH/CY

Erect 10.00 MH/CY

Cast in place 5.00 MY/CY

Concrete Structures 35.00 MY/CY

Formwork

Rebar - Fabricate and Install 0.70 MH/SF

Concrete Work 18.00 MH/TON

Embedded Metal 2.40 MH/CY

R&C Average (22 SF + 0.15 TON + 11 LB) 22.00 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 GrubbingS-01

15.00 MH/ACRE Farm LandIncludes the subcontract and/or labor 25.00 MH/ACRE Woodedcost to clear and grub the constructionsite including the area which will beused for temporary facilities.

S-02 Stripping and Rough GradingS-02

0.10 MH/CY Excavation & Disposal 0.10 MH/CY Backfill

labor cost associated with thestripping, and rough grading of the

fill operation required to bring thesite to design elevation includingdisposal of excess cut materials, thecost of imported fill material and thecompaction thereof. Essentially includesall operations performed by a large"belly-opening" scraper workingunassisted.

operations for specific items such asfoundation, tank dikes, undergroundsystem. Surface drainage ditches unlessincorporated into the site grading

S-03 DewateringS-03

Estimated on anIncludes all dewatering operations (well Individual Basis.points, etc.) for general drain age ofthe site as well as specific dewateringoperations.

S-11 ExcavationS-11

Includes the subcontract and/or laborcost for all excavation operations followingrough grading regardless of end

Includes the subcontract and/or

construction site. Includes the cut and

Excludes the excavation and backfill

usage. Included would be excavation forponds, lagoons, pits, foundationsunderground pressure piping, conduit,sewers and drains, ditches, etc., unlessperformed by an unassisted scraper (seeS-02).

U/G Pipes - Excavation, Disposal and BackfillOn Plot or Short Runs Off Plot Long Runs 1.50 MH/CY

0.75 MH/CYUnderground Conduit

(Allow 0.04 CY/LF U/G Conduit)1.50 MH/CY

For small excavations (Foundations thatare individually excavated) usingbackhoes and the like, with some handdigging.

Excavation and DisposalBackfill & Compaction 0.50 MH/CY Excavated

0.90 MH/CY BackfillFor large bulk or mas excavationperformed by earthmoving equipment suchas dozers, scrapers and clamshells. Workinclude open pits, lagoons but notactivities similar to rough grading.

Excavation and DisposalBackfill and Compaction 0.20 MH/CY Excavated

0.40 MH/CY BackfillRemoval of rock or concrete by blastingor chipping

ChippingBlasting 5.00 MH/CY

1.00 MH/CYS-12 Backfill

S-12see S-11 for unit rates.

cost associated with backfilling theexcavations of control Code S-11.

hauling selected material to the area andthe compaction of the backfill.

S-20 PilingS-20

and/or subcontract cost to furnish andplace bearing and/or uplift piling.

of caissons.

pile caps and the placing of rebar andconcrete in caisson excavation. These

control codes in the "Q" account.

Wood Pile 5.00 MH/EADrilled Caissons incl. Concrete Fill 3.00 MY/CYSteel or Concrete Piles 16.00 MH/EAWood Sheet Piles - Install & Remove 0.20 MH/SFSteel Sheet Piles - Install Piles 0.20 MH/SF

Install Wales (Steel Bracing) 20.00 MH/TONRemove Wales 5.00 MH/TONRemove Piles 0.10 MH/SF

S-31 Sewer and Drainage SystemS-31

Includes all costs associated with thefurnishing and installation of sewer anddrainage piping regardless of materialsof construction (e.g., cast iron,vitrified clay, concrete pipe, carbonsteel pipe, corrugated metal pipe,etc.). Pertains to system normallyshown on "S" drawings.

Cast Iron Sewer Pipe to 10"12" to 24"over 24"

Non-Metallic PipeCorrugated Metal Pipe to 12" 0.50 MH/LF

Includes the subcontract and/or labor

Excludes the cost of acquiring and

Includes the material, direct labor

Also includes the drilling and lining

Excludes forms, rebar and concrete for

cost are included with the appropriate

15" to 30" 0.75 MH/LF36" to 48" 1.00 MH/LF54" to 72" 1.50 MH/LFover 72" 2.00 MH/LF

Carbon Steel Pipe - Use Standards in "L" Account

S-32 Precast Manholes and Catch Basins40 MH/EA S-32

components associated with 60.00 MH/EA Manholesmanholes and catch basins in sewer 20.00 MH/EA Catchbasinsand drainage system and electrical 10.00 MH/EA Cleanoutsmanholes such as concrete cylinderpipe sections, cast-iron manhole covers

all labor to install the purchasedcomponents cited above and the setting intoplace items precast on site (see CodesQ-61 through Q-69).

S-41 Fine Grading(Hand) on Plot 0.030 MH/SF S-41(Mach) off Plot 0.003 MH/SF

cost associated with the fine gradingoperations of the entire constructionsite including road network and parkingareas.

S-42 Place and Level Sub-baseS-42

and labor costs associated withfurnishing and placing of crushed rock,shell or other surface treatments ofroads, parking lots, tank pads, andother plant areas.

Rock or Shell Paving2" to 4" (Hand) (ON Plot) 0.02 MH/SF (Mach OFF Plot) 0.002 MM/SF6" 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 PavingSmall are as 2" topping 0.05 MH/SF S-43

and labor costs associated withfurnishing placing and finishingasphalt paving for roads, parking lots,tank pads, dikes, lagoons, etc.

slopes, and other surfaces requiring

on "S" drawings.

Note:

Estimate base for A/C paving separately.S-51 Dikes

0.03 MH/CY S-51

costs to place, form and compact dikesrequired for tank forms or other areasneeding earthen enclosures.

S-52 Fencing0.15 MH/LF S-52

labor cost associated with furnishingand installing fencing along the siteperimeter, around parking lots andbuildings, substations, etc.

S-53 Railroad Trackage1.20 MH/LF S-53

labor cost to install railroad trackageincluding ballast, ties, turnouts,and stops.

Includes the material cost of manufactured

and frames. Installation costs include


Includes the subcontract and/or material


Includes oiling of dike and ditch

same. Work included is normally shown


Includes the subcontract, material and


required to be done before placing ofballast. (With S-02)

S-59 LandscapingTo be estimated on an S-59individual basis.

and labor costs associated withlandscaping operations.

S-8* Miscellaneous SiteworkTo be estimated on an S-8*individual basis.

labor costs for other sitework operationspeculiar to a specific project

wooden stiles across tank dikes orgrade level pipeways, wooden pipesleepers at grade. (Expand as necessary.)

"Y" - OTHER AREA DIRECTS

Control CodeY-10 Erect and Dismantle Scaffolding Fld. Lbr. Code

Y-10

dismantling of all scaffolding required for direct laboroperations.

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 Zero or individually estimatedInstruments 3% of "J" A/C ManhoursPiping 7% of "L" A/C ManhoursSteelwork 1% of "M" A/C ManhoursInsulation 0% (Included in "N" rates)Electrical 4% of "P" A/C ManhoursConcrete 0% of "Q" A/C ManhoursBuildings 0% (included in "R" rates)Sitework 0% of "S" A/C Manhours

Y-20 Temporary Electrical Facilities Y-20

maintenance or temporary power facilities after initialinstallation within Direct Plant construction areas.

electrical facilities (with code 150).

These manhours are initially estimated in the fielddistributables. The major portion of the manhours are thenbudgeted to the appropriate area.

Y-30 Clean-up Y-30

Direct Plant construction area.

operations which will be included with that operation andclean-up operations associated with Distributable Field costoperations (i.e., general type clean-up that cannot beallocated to a Direct Plant construction area.


Description Unit Measure Amount ($)roadway gravel CY. 10.8012" water line w/ fittings LF. 20.108" water line w/ fittings LF. 14.9512" gate valve EA. 695.00

Excludes earthwork and rough grading

Includes the subcontract, material


which are not covered above. Includes

Includes the labor only associated with the erection, moving and

Includes the labor only for the repair, relocation and

Excludes initial installation associated with temporary

Includes labor only associated with the general clean-up of a

Excludes the labor required for a particular direct labor

8" gate valve EA. 400.00hydrant w/ valve EA. 1,490.00water service excluding meter EA. 350.0018" curb & gutter LF. 6.00sidewalk S.Y. 14.00-12.50driveway S.Y. 17.95 asphalt incl. crushed rock S.Y. 0.8048" manhole sanitary EA. 1,250.008" pvc side sewer LF. 15.00-13.004" pvc side sewer LF. 9.00-7.0048" cb type 2 LF. 1,200.00-1,000.0048" cb type 1 LF. 500.0021" sanitary LF. 20.00-25.0024" pvc storm LF. 40.0018" pvc storm LF. 34.0015" pvc storm LF. 29.0012" pvc storm LF. 13.00-15.0010" pvc storm LF. 11.008" pvc storm LF. 9.256" pvc storm LF. 8.00

ATTACHMENT BSUMMARY OF PROPOSED CHANGES TO BPI MANHOUR STANDARDS JULY 1984GENERAL

References to cost codes for material costs have beendeleted throughout the manhour standards, because they werein conflict with the cost code definitions in the "ProjectCost Control Code of Accounts" procedure 302 issued May1978. These definitions are more up to date and consistentwith current practice.The Project Cost Control Code of Account will be includedin the Estimating Reference in the next issue.

Scaffolding standards have been included for the first time.

EQUIPMENTMinor revisions have been made to small vessels and pumpsup to 600 HP. We are still reviewing potential changes toair coolers and compressors.

INSTRUMENTSDifferent type of flow switches, displacement levelinstruments and differential pressure gauges have been"broken out" from the previous averages. Other changes arevery minor and we have resisted the temptation to changebecause we have had good success with the account.

PIPINGMultipliers (on the C.S. Rates) for:

Alloy Field Fabrication (normally a small item) have beenincreased by around 30% based on similar shop rates fromShop Fabricators

Alloy Pipe Installation (normally a significant item) havebeen increased by around 5% based on Field Welds.

Small bore piping rates for Fabrication and erection arenow based on size and not method of fabrication. Thisincreases small Bore Fab + Install Standard Rates fromaround 0.6 to 0.9 MH/LF, which is close to actual practicein both Houston and San Francisco.

We have included a new (low) rate for installing 2" rackpiping and we will be using account L11 in future to trackrack 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 ourpiping standards by 5% overall excluding the small-borepiping changes.

STRUCTURAL STEEL

Minor changes of little significance.

INSULATION/FIREPROOFINGPiping insulation rates have been increased by a factor ofaround 1.75 because we have discovered the previousstandards excluded the installation of the jacket.Standard for cryogenic insulation have been added.Fireproofing standards are unchanged

ELECTRICALDefinition for U/G PVC conduit installation have beenimproved, based on jobsite feedback.

Account P29 has been made a labor account exclusively forthe installation of large electrical boxes. We areexpecting our estimators to interpret these standardsstrictly, and to show any allowances they have added as a"bottom-line" entry so that it can be reviewed easily.

CONCRETEThe rates for foundation concrete/rebar placing andformwork have been revised as follows

OLD NEW UNITQ11 Place Concrete 1.50 1.00 MH/CYQ21 Place Rebar 15.00 20.00 MH/TONQ02 Fabricate Forms 0.10 0.10 MH/SFQ31 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 beenrevised accordingly.

The increase in rates in this account is balanced by adecrease in the "S" account.

BUILDINGSMinor changes of little significance.

SITEWORKDescription of earthmoving operations have been revised toensure that the (low) rough grading rate is used whereverappropriate.

Rates for mass excavation/backfill have ben revised asfollows:

OLD NEW UNITS11 Excavation 0.50 0.20 MH/CYS12 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/backfillcounterbalances the concrete increase and is closer toactual experience.

"C" - COLUMNS AND PRESSURE VESSELSErect Shop Fabricated Pressure Vessels

Control Code C-11 Fld. Lbr. Code E-10

Erect Shop Fabricated Pressure Vessels

Columns, Reactors and Other Vertical Vessels

100' Max 150' Max Over 150'

(Tons)(*) Height Height Overall

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 700 MH300 Ton Poles 2000 MH600 Ton Poles 3000 MH

150 Ton guy derrick 3000 MH

Shift poles between lifts without dismantling -150 Ton Poles 200 MH/Move

300 or 600 Ton Poles 500 MH/Move

Control CodeC-11 Erect Field Fabricated Pressure Vessels Fld. Lbr. Code E-10

Carbon Steel Shell 60 MH/TONAlloy or Alloy Clad Shell 100 MH/TON

C-16 Install Pressure Vessel Internals Fld. Fld. Lbr. Code E-10Internal Piping 100 MH/TONTrays - Bubble Cap 0.8 MH/SF Valve (Flexitray, Ballast, Grid) 0.5 MH/SFSieve 0.4 MH/SFMist Eliminator Pads 0.8 MH/SFRefractory Lining:Welded Studs or Clips 0.2 MH/SFCastable Lining - to 2" 0.2 MH/SF - to 3" 0.3 MH/SFHexsteel 0.3 MH/SF

Erection Weight

Horizontal Vessels

Incl Exchanger

Shells

Scaffolding inside vessel, if required 0.2 MH/SFInert Packing (Rings, saddles, balls, etc.) 0.2 MH/CFCatalysts 0.2 MH/CFGlitch Grid 0.4 MH/CF* Minimum 25 hours per packed vessel

Field Welding

FIELD MH/LF FOR C.S. BUTT WELDSPlate Flat Plate Vessel Seam Vessel Seam

Thickness in Horizontal in Horizontal in Vertical Overhead(inches) Plane Plane Plane 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 16.5 18.5 24.8Modifications to above unit manhours:

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/LFFlame cutting -

C.S. plate - multiply C.S. Buttweld manhours by 0.30Alloy plate - multiply C.S. Buttweld manhours by 0.60

Example: 1" Seam weld by 10 -diam 5 CR vessel prior to lift. Weld requiresbeveling (both edges) preheat, postheat, xray.

Flame cutting 31.4 LF x 2 at x 2.9 x 0.60 109Preheat 31.4 LF x 2.9 x 0.33 30Buttweld 31.4 LF x 2.9 x 2 182Local Stress Relief 31.4 LF x 2.9 x 1.50 137Radiographic inspection 31.4 LF x 1.0 31

489Allow 500 MH's

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.

Includes columns, reactors, regenerators and unfired pressure vessels

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 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

2 MH/Ton

minimum 20 MH/Tank

Erect Field Fabricated Tanks (Almost always subcontracted)

Atmospheric Tanks - Floating Roof, Cone Roof, Allow 10.00 MH/TonDome Roof, Open Roof

Spheres Allow 25.00 MH/TonRefrigerated Atmospheric Tanks (LNG, NH3, Etc. Allow 0.20 MH/BBL

Including insulation, refrigeration equipment, controls, and excludingfoundation, piping and electrical connections.

Note: 8.4 BBL 13.3 BBL 5.7 BBL

Includes atmospheric tanks, spheres and spheroids including appurtenances.

Includeso 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.

Excludeso 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 insulationo 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.

D-20 Allow

"E" - EXCHANGERS

E-31 Control Code Fld. Lbr. Code E-30 Shell and Tube Exchangers

Erection of 1 shell - Allow 2 MH/Ton

Minimum 20 MHS/Shell

Maximum 200 MHS/Shell

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) Allow 5 MH/Section

E-32 Air Coolers

Completely shop assembled including shop Allow 10 MH/Ton

installations of fans and drivers

Partially shop assembled into half-sections Allow 15 MH/Ton

with fans and drivers shipped loose Plus 50 MH/Fan

Completely field assembled Allow 20 MH/Ton

Plus 50 MH/Fan

Winterized Air Coolers or "Combinaires" - Use above manhours.

Added weight of these units will generate sufficient added manhours.

Regular Air Coolers - Allow 0.8 LB/ESF (ESF = Extended square&feet of heat transfer area)

Winterized Air Coolers or "Combinaires" - Allow 1.2 LB/ESF

If number of fans is not available, estimate at 1 Fan per 25000 ESF.

E-33 Cooling Towers (Generally subcontracted) Allow 0.2 MH/GPM

Tank Heaters

Bayonet type - estimate installation as a shell and tube exchanger

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

CE-34 Box Cooler

Completely Shop Assembled Allow 20.00 MH/Ton

Partially Shop Assembled

Assembles Steel Shell 50.00 MH/Ton

Place and Connect Coils 25.00 MH/Ton

Concrete Lining, if required 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 Alteration of crane booms, etc. for lifts.


o Plumbing, shimming and grouting.

Excludes

o Cooling tower basin, electrical hookup, pumps, chemical

treatment facilities

Note : If weights are not available, estimate as follows:

o Heat exchangers furnished with compressors or other equipment.

o Vent and drain valves

o Tube bundle Pulling facilities.

o Foundations.


"F" - FIRED HEATERSControl Code Fld. Lbr. Code E-40F-40

Shop Assembled Heaters (Generally under 20 MMBTU/HR) 20 MH/Ton

Allow for unloading and erection Minimum 100 MHSAlso 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 35 MH/Ton(May not be required where casing supports .

load)

2. Erect Steel Casing - Radiant Section MR/Ton 60 MH/Ton

3. Place Firebrick, if required, floor and walls 0.06 MH/each4. Place Castable Refractory, floor and walls

Studs or other support 0.2 MH/SF2" Lining 0.2 MH/SF3" Lining 0.3 MH/SF

5. Install Radiant Tube Supports 50 MH/Ton(If no weight provided, allow 50 LB/Radiant Tube)

6. Place Radiant Tubes 7 MH/each

7. Roll Tubes into Headers, if required 28. Make necessary Butt Welds on Radiant Tubes

Carbon Steel - per Weld 1 MH + 0.5 MH/D-I(D-I Diameter inch)

Alloy - per Weld 2 MH + 1 M/D-I9. Local Stress Relief, if required, per Weld -

Carbon-Steel 3 MH + 0.2 MH/D-I Alloy 4 MR + 0.3 MH/D-I

10. Place Roof Refractory - Brick or Castable - 1 MH/SF

11. Set Convection Section, if shipped Shop - Assembled 10 MH/Ton

12. Install Convection Section, if shipped Unassembled 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 Use manhours from 4

16. Erect steel stack Use appropriate manhoursfrom vertical vessel standards

17. Assemble and install access-steel 45 MH/Ton18. Install burners - gas only 5 MH/each

oil or gas & oil 20 MH/each

19. Install burner piping, if furnished 0.5 MH/LF

by heater vendor - Allow

Install Catalyst in - Radiant Tubes

(Special situation in reforming furnaces) - Allow 20 MH/TubeConcrete Stacks

Concrete Shell 6 MH/CYBrick Lining 0.12 MH/SF

Steel Liner - Estimate as a Field Fabricated pressure vessel

Comments on Heaters :Quotes must be read very carefully. An assembly operation notlisted by vendor will not be included in the vendor's quote.

Refinery and Chemical Engineering Form 47 - "Fired HeaterErection Cost Data Sheet" should accompany each vendor'squote. The quote, together with Form 47, should provide all

MH/con-nection

the quantities required by this section of the estimating standards.

If weights are not available, comparison should be made toother quotes or historical data.

The data tabulated in this section pertains primarily to vertical refinery heaters. The method should be valid for boxheaters 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.

Includeso Plumbing, shimming and grouting.o Roofing and siding. (Normally subcontracted)o Flare stack ignition tip0 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).

Excludeso 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 DRIVERSControl 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 notavailable, use the following data:


Where:GPM U.S. = Gallons/MinuteTDH = Total Differential Head, in FeetSG = Specific GravityE = Pump Efficiency (Use 60%)P = Discharge psig less Suction psigDriver HP = BHP x 1.0 for TurbineDriver HP = 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.


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.


"K" - COMPRESSORS AND DRIVERSControl Code K60 Fld. Lbr. Code E-60Compressors and Drivers:

Compressor Driver BHP RangeReciprocatingReciprocating Motor to 100Reciprocating Motor 101 to 1000Reciprocating Motor 1001 to 5000Reciprocating Motor over 5000Reciprocating Stm. Turbine to 100Reciprocating Stm. Turbine 101 to 1000Reciprocating Stm. Turbine 1001 to 5000Reciprocating Stm. Turbine over 5000Centrifugal or Axial Integral Gas Engine AllCentrifugal or Axial Motor or Stm. Turbine to 1000Centrifugal or Axial Motor or Stm. Turbine 1001 to 10,000Centrifugal or Axial Motor or Stm. Turbine over 10,000Centrifugal or Axial Gas Turbine to 1000Centrifugal or Axial Gas Turbine 1001 to 5000Centrifugal or Axial Gas Turbine 5001 to 10,000Centrifugal or Axial Gas Turbine 10,001 to 20,000Fan Gas Turbine over 20,000Fan Motor or Stm. Turbine 10 to 1000Note: All standard manhours Motor or Stm. Turbine over 1000

Includeso 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.

Excludeso Foundations.o Insulation and painting.o Building ventilators.o Electrical connections and starters.o Trim and hookup piping other than furnished with compressor.

Includes all compressors, blowers, fans and their drivers.

BHP Range StandardMH's unit

to 100 300 /Compr101 to 1000 1000 /Compr

1001 to 5000 3000 /Comprover 5000 7000 /Compr

to 100 400 /Compr101 to 1000 1200 /Compr

1001 to 5000 4000 /Comprover 5000 8000 /Compr

All 0.8 /BHPto 1000 1000 /Compr

1001 to 10,000 4000 /Comprover 10,000 6000 /Compr

to 1000 1000 /Compr1001 to 5000 3000 /Compr

5001 to 10,000 5000 /Compr10,001 to 20,000 7000 /Compr

over 20,000 8000 /Compr10 to 1000 400 /Fan

1000 0.4 /BHP

"L" - PIPING

GENERALIncludesThe 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.

ExcludesThe following is a list of piping system that belong in the otherAccounts.

"J" Account1. Instrument Air Sub-header2. Instrument tubing

"S" Account1. Sewers (incl.oily water storm and sanitary sewers)2. Surface drainage

"R" Account1. Building Plumbing2. Heating and Ventilating Piping

A supplemental method using work operation is included - SeeAttachment 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 forinstallation aboveground or underground.

Size (inch) MH/LF1/2 0.263/4 0.271 0.29

1 1/2 0.342 0.39


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 forinstallation aboveground and underground, including fire hydrantsif applicable.

includes the direct labor associated with on-site shop





Pipe Erection Butt Weld Socket Weld Saddle WeldMH/LF MH/EA

.5 0.06 0.40 0.50 1.00 3.00.75 0.06 0.60 0.60 1.20 4.001 0.07 0.08 0.90 0.70 1.40 4.60

1.25 0.07 0.10 1.10 0.80 1.60 5.601.5 0.08 0.12 1.20 0.90 1.80 6.002 0.09 0.15 1.30 1.00 2.20 6.60

2.5 0.12 0.18 1.40 1.30 2.40 8.003 0.13 0.21 1.50 1.50 2.90 9.604 0.14 0.26 1.60 1.70 3.60 12.005 0.17 0.32 2.00 4.20 14.006 0.25 0.39 2.40 5.00 16.608 0.31 0.50 3.20 6.00 20.00

10 0.38 0.62 4.00 7.50 25.0012 0.43 0.76 4.80 9.00 29.6014 0.50 0.84 5.60 10.00 32.6016 0.60 0.90 6.40 11.00 37.0018 0.68 0.96 7.20 12.50 42.0020 0.78 1.00 8.00 14.00 46.6024 0.80 1.10 9.60 16.80 56.0030 0.85 1.20 12.00 20.90 69.6036 0.90 1.30 14.4042 0.95 1.40 16.80

1. FOREMAN ADD 14% TO LABOR HOURS2. EQUIPMENT ADD 23% TO LABOR HOURS3. CONSUMABLES ADD 2% TO LABOR HOURS4. SMALL TOOLS ADD 3% TO LABOR HOURS5. FIELD STAFF AS REQUIRED6. SUPPORT CRAFT ADD 21% TO LABOR HOURS7. MOBILIZATION ADD MOVEOUT AS REQUIRED8. SHUTDOWN FACTOR 33%9. ALLOY PIPE WELDING ADD 50%10. HYDROTEST ADD 5% TO LABOR HOURS11. STRESS RELIEVING AS REQUIRED


Butt Welds Nozzle Welds Mitre Weld Socket WeldsMH/EA.

1 0.70 1.80 3.60 1.10 0.501.25 0.70 1.80 3.60 1.10 0.601.50 0.80 2.00 4.00 1.20 0.70

2 0.80 2.00 4.00 1.20 0.802.50 1.00 2.50 5.00 1.50 0.90

3 1.10 2.80 5.60 1.703.50 1.30 3.30 6.60 2.00

Pipe Size (inch)

Spool Erection

Reinforced Weld

Pipe Size (inch)


4 1.40 3.50 7.00 2.105 1.70 4.30 8.60 2.606 1.80 4.50 9.00 2.708 2.40 6.00 12.00 3.60

10 3.00 7.50 15.00 4.5012 3.50 8.80 17.60 5.3014 3.90 9.80 19.60 5.9016 4.40 11.00 22.00 6.6018 5.00 12.50 25.00 7.5020 5.50 13.80 27.60 8.3024 6.70 16.80 33.60 10.1030 8.30 20.80 41.60 12.50

1. ADD 2.00 MANHOURS FOR SHOP2. ADD FOR LOADING & HAULING3. ADD FOR Q.A.4. ADD 0.50 MANHOURS FOR CONSUMABLES5. ADD SHOP SUPT.6. ADD EQUIPMENT CRANE & ETC.


Install Valves Nozzle WeldsMH/L.F. MH/EA.

1 0.07 0.07 0.90 0.50 0.50 2.301.25 0.08 0.08 1.10 0.50 0.50 2.801.50 0.12 0.09 1.20 0.50 0.50 3.00

2 0.15 0.10 1.30 0.50 0.50 3.302.50 0.18 0.11 1.60 1.40 0.80 4.00

3 0.21 0.12 1.90 1.70 0.80 4.803.50 0.24 0.13 2.20 1.90 0.80 5.50

4 0.27 0.14 2.40 2.00 1.00 6.005 0.33 0.17 2.80 2.50 1.50 7.006 0.39 0.20 3.30 2.50 2.00 8.308 0.52 0.26 4.00 3.00 2.50 10.00

10 0.66 0.33 5.00 3.50 3.00 12.5012 0.76 0.38 5.90 4.00 3.50 14.8014 0.84 0.42 6.50 5.00 4.00 16.3016 0.90 0.45 7.40 5.50 4.50 18.5018 0.96 0.48 8.40 6.00 5.00 21.0020 1.00 0.50 9.30 7.00 6.00 23.3024 1.10 0.55 11.20 7.50 7.00 28.0030 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 PipingNormal Wall Heavy Wall

Pipe Size (inch)

Pipe Spool Erection

Field Butt Welds

Flange Bolt-up

(under 3/4" thick) (3/4" & over thick)Size (inch) MH/L.F. Size (inch) MH/L.F.

3 0.47 3 0.704 0.55 4 0.946 0.72 6 1.448 0.85 8 1.70

10 0.98 10 1.9612 1.11 12 2.2214 1.22 14 2.4416 1.34 16 2.6818 1.43 18 2.8620 1.60 20 3.2024 1.90 24 3.68

* 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 forinstallation 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 forinstallation aboveground or underground.

Use C.S. piping field fabrication manhour standards inconjunction with field fabrication multipliers for all alloypiping fabrication.

Field Fabrication MultipliersMaterial Classification - Group Numbers Multiplier

Group 1 0.50% Moly to 1.5-2.00 Chr. 1.70Group 2 1.75-2.25% Chr. To 4.00 - 6.00% Chr. 2.00Group 3 6.00-8.00% Chr. To 10.00-15.00% Chr., 2.40

3.5% NickelGroup 4 Stainless Steel Type 304, 309, 310, 316 2.00Group 5 Copper, Brass, Everdur 2.00Group 6 ASTM A-333-GR1*, GR4, GR9* 2.00Group 7 Hasteloy, Titanium, 99% NI. 3.00Group 8 Stainless Steel Types 321 & 347, CU-NI, 2.40

Monel, Inconel, Incoloy, Alloy 20Group 9 Alluminum 2.70

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






L-05 Field Fabricated Specialty Piping

fabrication of all specialty piping


L-09 Fabricate Pipe Hangers and Supports

aboveground pipe hangers and supports (e.g.,brackets, braces, shoes, etc.) made fromstructural steel shapes.


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



Aboveground Erection MH/41/2" 0.593/4" 0.611" 0.63

1 1/2" 0.662" (Spooled) 0.682" (Rack) 0.28

from their original storage/warehouse location to the area ofinstallation (with code L-99), the installation of instrumentair sub-header piping (with code J-74) and the installation of

installation of piping furnished with equipment (e.g., lubeand/or seal oil piping furnished with a compressor). The


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 connectionsincluding the installation of control and relief valves, andother valves, in line specialties, all labor expended in



Includes the on site fabrication of all




Excludes for the delivery of pipe, fittings and valves

steam tracing leads (with code L-80). Also excludes the


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

correcting "moan list" resulting from P&ID checks, and the repairing of defects detected by testing and inspectionoperations. The installation operation will be segregatedbetween straight run and spooled piping by size grouping asfollows:

Control Code Fld. Lbr. CodeL-122 Install Straight Run A/G Piping 2 1/2" to 6" L-12L-123 Install Straight Run A/G Piping 8" to 12" L-13L-124 Install Straight Run A/G Piping 14" to 24" L-14L-125 Install Straight Run A/G Piping 26" & Larger L-15L-126 Install Spooled A/G Piping 2 1/2" to 6" L-16L-127 Install Spooled A/G Piping 8" to 12" L-17L-128 Install Spooled A/G Piping 14" to 24" L-18L-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 Spooled3 0.31 0.76 0.32 1.014 0.33 0.90 0.37 1.206 0.47 1.03 0.62 1.368 0.57 1.21 0.73 1.60

10 0.84 1.29 1.26 1.9412 1.01 1.34 1.41 2.1614 1.16 1.40 1.53 2.3416 1.39 1.46 2.34 2.5318 1.45 1.52 2.46 2.7420 1.60 1.60 2.59 2.9524 1.80 1.80 3.36 3.3630 2.10 2.10 3.93 3.9336 2.40 2.4042 2.70 2.7048 3.00 3.0060 3.60 3.60


Install PVC Pipe


.50 0.11

.75 0.121 0.12

1.50 0.162 0.163 0.23

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


(Plain ends for solvent welded connections)

4 0.266 0.458 0.55

Install Lined Carbon Steel PipeManhours/L.F.

Epoxy Rubber (Flgd. Ends)Size (inch) Size (inch)

1 0.17 2 0.231.50 0.25 3 0.27

2 0.32 4 0.373 0.49 6 0.534 0.63 8 0.646 0.86 10 0.948 1.56 12 1.13

10 2.65 14 1.3012 3.18 16 1.47

18 1.6220 1.8024 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 1.582 0.22 16 1.803 0.28 18 2.034 0.36 20 2.256 0.48 24 2.708 0.90 30 3.38

10 1.13 36 4.05

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

3 0.194 0.26 0.28 0.28

10 0.3112 0.3614 0.416 0.44

Install Clay Tile PipeManhours/L.F.

Size (inch) Mortar Joint4 0.20 0.106 0.25 0.14

Cement Lined (Welded Ends)

Install Asbestos - Cement Pipe

Rubber Ring Joint (inch)

8 0.40 0.2010 0.50 0.2512 0.66 0.3315 0.74 0.3518 0.80 0.4021 1.00 0.5024 1.40 0.70


Install Concrete PipeManhours/L.F.

Size (inch) Plain End T & G8 0.30 0.29

10 0.34 0.3312 0.35 0.3415 0.40 0.3818 0.44 0.4420 0.46 0.4424 0.50 0.48

Install Reinforced Concrete PipeManhours/L.F.

Size (inch) Plain End Bell End T & G30 0.46 0.83 0.7433 0.49 0.90 0.8136 0.50 0.98 0.8839 0.51 1.05 0.9442 0.53 1.13 1.0045 0.54 1.20 1.0648 0.55 1.28 1.1154 0.60 1.35 1.1860 0.68 1.50 1.45


1.50 0.212 0.223 0.234 0.256 0.26

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


Install Bordsilicate Glass Pipe

(With Beaded Ends for Compression Couplings)

Install Carbon Steel Piping - Off Plot Interconnecting Lines

Aboveground

Size (inch) On Sleeper T & G2 0.19 0.24 0.223 0.23 0.29 0.264 0.25 0.31 0.286 0.30 0.38 0.348 0.38 0.48 0.43

10 0.47 0.66 0.5712 0.55 0.77 0.6614 0.69 0.96 0.8216 0.80 1.20 1.0018 0.90 1.30 1.1020 1.00 1.40 1.2024 1.20 1.60 1.4030 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., lubeand/or seal oil piping furnished with a compressor). The


L-17 Carbo Steel Piping Specialties Fld. Lbr. Code L-50Items covered by this code encompass such things as: exhaustheads, flame arrestors, strainers, steam traps, expansionjoints, oil and steam separators, spectacle blinds, flexiblehose and hose racks, fire hydrants, fire monitors, fire hose,product loading racks or arms mechanical coupling, sampleoutlet and coolers, eye wash and shower stations, etc.(Material only)

Install Utility Hose and Hose Rack 10 manhours per unitInstall Safety Shower Units 25 manhours per unitFire Hydrants 25 manhours per unit

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



from their original storage/warehouse location to the area of installation (with code L-99). For installation rates refer to

Under-ground

On Elevated Racks





Excludes labor for the delivery of pipe, fittings and valves

L-22 multipliers.

Install A/G Alloy Piping - 2-1/2" and LargerThe installation of 2-1/2" and larger A/C alloy piping includesthe 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-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

"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 carbonsteel 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 whichshould 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 "SpecialtyPiping." 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 beL31, and the Home Office M/R number(s) will be L31*). Itis 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 fromP&ID checks, and the repairing of defects detected by testing and inspection operations.

Installation MultipliersMaterial Classification - Group Numbers

Group 1 0.50% Moly to 1.50-2.00% Chr.Group 2 1.75-2.25% Chr. to 4.00-6.002 Chr.Group 3 6.00-8.00% Chr. to 10.00-15.00%Chr.,3.5% NickelGroup 4 Stainless Steals Types 304, 309,310, 316 Group 5 Copper, Brass, EverdurGroup 6 ASTM A-333-GRI*, CR4, GR9* Group 7 Hastelloy, Titanium, 99% NI.Group 8 Stainless Steel Types 321 b 347,

Cu-Ni, Monel, Inconel, Incoloy,Alloy 20Group 9 Aluminum

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

L-70 Install Underground Carbon Steel Piping

wrapped carbon steel piping (other than sewers and drains whichare 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 fromP&ID checks and the correction of all defects detected from

Includes the labor for installing all underground coated and

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 1.30For 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 PipeProcess 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 commerciallyApply one prime coat of pipeline primerApply 3/32" pipeline enamelApply two ply of 15 lb. tarred feltApply one seal coat of pipeline enamel

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

.75 0.04 10 0.251 0.04 12 0.28

1.50 0.06 14 0.32

testing and inspection activities. Also includes the

B584

2.50 & Under

2 0.07 16 0.373 0.09 18 0.414 0.12 20 0.456 0.16 24 0.618 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

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 thecondensate from the steam trap to a drain or the condensate

steel tubing, copper tubing fittings, valves, traps, condensatepots, strainers, clips, supports, guides, anchors, wire and straps.

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

Manhours/LF UnitTracer Copper tubing 0.3 MH/LF

Carbon Steel (tubing) 0.4 MH/LFPipe 0.8 MH/LFStainless steel tubing 0.6 MH/LF

Tracer Leads Supply and returnScrd. 0.4 MH/LFScrd. Backwelded 0.7 MH/LFSocket Weld 0.6 MH/LFUnitherms (pre insulated tubi 0.5 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 weldduring the stress-relieving operation and Brinell Testing of the weld.

Manhours Each for Carbon Steel

Electric-Resistance Allow 2.0 MH/Diameter-InchExothermic Allow 0.6 MH/D.I.

Multipliers for Alloy Piping

Chrome-1/2-13XMoly-to 1% Add 35% to above manhours

Includes the fabrication, installation, support and testing of

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

Excludes shields and insulation (N-10 account). Excludes labor

Group 1 Chrome Molybdenum Steel

Group 2-18.8 Stainless Steel

Typical 304, 316, 347 Add 40% to above manhours

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

L-92 Radiography, Dye Checking, Magnafluxing

(subcontract) and/or the labor to perform the inspection if doneby 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 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

and supports required for all aboveground piping (carbon steel,alloy and specialty) 2-1/2" and larger.

On Plot -A/G installation MHS x 0.17Off Plot -A/G installation MHS x 0.15

Definition of Installation ManhoursTotal 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 beabsorbed in the installation accounts (1.11-L29).

smaller pipe (with codes L-111 and L-211) and steel and/or

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.

Includes the labor for the handling and erection of all hangers

Excludes the installation of hangers and supports for 2" and

concrete pipeway stanchions (with "H" and "Q" accounts). Also

code L-09) and the delivery of material to the fabrication shopand 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

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 andinspection activities (said labor is included with the appropriate installation accounts), and the testing of steam tracing systems.

L-99 Material Handling

storage area/ warehouse location, and subsequent handling ofpipe, valves, and fittings to the area of installation or to the on-site spool fabrication shop. Delivery of on-site fabricatedspools 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 0.05plus 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 AWORK OPERATIONS, FIELD HANDLING, FABRICATION & ERECTION

TABLE OF CONTENTSSection 5.2-A

HANDLING & ERECTING STRAIGHT RUN PIPEHANDLING & ERECTING PREFABRICATED SPOOLSHANDLING LINE VALVESHANDLING CONTROL VALVESERECTION BOLT-UPSMANUAL BUTT WELDS90° NOZZLE WELDS90° REINFORCED NOZZLE WELDS45° NOZZLE WELDS45° REINFORCED NOZZLE WELDSINERT GAS SHIELDED ROOT PASS WELDSMISCELLANEOUS WELDINGCUTTING PIPE & THREADING PIPEFLAME CUT BEVELS

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

Excludes the handling of all pipe material within the area of installation.

"V" & "U" TYPE BEVELSATTACHING SLIP-ON FLANGESSCREWED FITTINGS, FLANGES & VALVESINSTALLING SHOES & SUPORTSPREHEATING BUTT & FLANGE WELDS (Incl. N.W.)LOCAL STRESS RELIEVINGFACTORS FOR FIELD MANHOURSSOLDERED NON-FERROUS FITTINGSPOLYVINYL CHLORIDE PIPE (PVC)FIBERGLASS REINFORCED PLASTIC PIPESARAN & RUBBER LINED PIPE & FITTINGSLEAD LINED PIPES & FITTINGSCEMENT LINED SCH. 40 C.S. PIPEHYDROSTATIC - TESTING OF PIPE

ATTACHMENT AHANDLING & ERECTING STRAIGHT RUN PIPE

MH/L.F.SIZE SCHEDULE(inch) 10 to 60 80 to 100 120 to 160

1 0.16 0.18 0.201.5 0.17 0.22 0.272 0.19 0.24 0.293 0.21 0.28 0.354 0.23 0.31 0.396 0.25 0.38 0.508 0.30 0.48 0.65

10 0.39 0.60 0.8212 0.48 0.73 1.0014 0.57 0.87 1.1916 0.70 1.02 1.3918 0.80 1.17 1.6020 0.90 1.32 1.8124 1.04 1.49 2.0430 1.2936 1.5742 1.8548 2.1054 2.3860 2.64

INCLUDES: Loading & hauling pipe & fittings from storage yard to erectionsite. 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 SPOOLSMH/L.F.

SIZE SCHEDULE(inch) 10 to 60 80 to 100 120 to 160

1 0.28 0.32 0.351.5 0.32 0.37 0.45

B812

1 AND UNDER

B843

1 AND UNDER

2 0.34 0.40 0.493 0.39 0.48 0.594 0.41 0.52 0.666 0.47 0.64 0.848 0.57 0.81 0.99

10 0.72 1.00 1.3812 0.88 1.23 1.6914 1.01 1.46 2.0116 1.27 1.71 2.3418 1.48 1.96 2.6920 1.74 2.22 3.0424 1.94 2.51 3.4330 2.4336 2.9842 3.4848 3.9654 4.4860 4.98

INCLUDES: Loading & hauling from storage yard to erectionsite. 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 AHANDLING LINE VALVES


1 0.27 0.30 0.50 0.601.5 0.40 0.43 1.00 1.302 0.52 0.80 1.40 1.603 1.30 1.70 2.20 2.604 1.90 2.20 2.80 3.406 2.55 3.25 3.75 4.358 3.25 3.85 4.65 6.15

10 3.95 4.65 5.55 7.5512 4.65 5.55 6.95 9.3514 5.65 6.60 8.15 11.9016 6.45 7.70 9.65 14.1518 7.30 8.85 11.35 16.7520 8.45 10.00 12.8524 9.30 11.25 15.0030 12.00 14.50 19.5036 14.40 17.4542 16.80 20.3548 19.20 23.2054 21.60 26.1560 24.00 29.00

INCLUDES: handling and erection of screwed, Flanged & Weld-end Gates, Globes,Plugs & Sw. Check Valves.

B876

1 AND UNDER

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 AHANDLING CONTROL VALVES


1 0.68 0.75 1.25 1.501.5 1.00 1.08 2.50 3.252 1.30 2.00 3.50 4.003 3.25 4.25 5.50 6.504 4.75 5.50 7.00 8.506 6.40 8.15 9.35 10.908 8.15 9.65 11.60 15.40

10 9.85 11.65 13.85 18.9012 11.65 13.90 17.40 23.4014 14.15 16.50 20.40 29.7516 16.15 19.25 24.1518 18.25 22.10 28.2020 21.15 25.00 32.1524 23.25 28.10 37.4030 30.00 36.2036 36.00 43.6042 42.00 50.8048 48.00 58.00

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


ATTACHMENT AERECTION BOLT-UPS

MH/EA.SIZE FLANGE RATING(inch) 150 300/400 600 900 1,500

1 0.67 0.84 0.931.5 0.70 0.88 0.982 0.77 0.96 1.07 1.563 0.84 1.05 1.47 1.69 2.154 1.50 1.88 2.09 2.25 2.816 1.80 2.05 2.28 2.62 3.288 2.00 2.30 2.55 2.93 3.66

10 2.60 3.00 3.32 3.82 4.7712 3.50 4.05 4.37 5.02 6.27

B915

1 AND UNDER

B944

1 AND UNDER

14 4.20 4.85 5.23 6.04 7.5516 4.90 5.65 6.45 7.32 9.1518 5.50 6.35 7.40 8.51 10.6520 6.50 7.50 8.80 10.11 12.6624 7.60 8.85 10.40 11.97 14.9530 9.00 10.35 12.1536 10.90 12.55 14.7042 13.50 15.5548 15.40 17.7554 16.90 19.5060 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.

ATTACHMENT AMANUAL BUTT WELDS

MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60

1 0.70 0.80 0.701.5 0.80 0.90 0.802 1.00 1.10 1.003 1.30 1.40 1.304 1.50 1.80 1.506 2.00 2.50 2.008 2.60 3.30 2.60 2.60 2.60 3.00

10 3.10 4.00 3.10 3.10 3.10 4.0012 3.60 4.70 3.60 3.60 4.10 5.2014 4.30 5.70 4.30 4.30 5.00 6.8016 5.00 6.60 5.00 5.50 6.60 8.4018 5.90 7.70 5.90 6.80 8.60 11.2020 6.30 8.40 6.30 8.40 9.40 13.8024 6.90 10.10 6.90 13.30 20.1030 8.60 12.6036 10.40 15.2042 12.10 17.7048 13.80 20.2054 15.50 22.7060 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.

A980

1 AND UNDER

M.I.G. & Submerge Arc butt welds that can be rotated, multiply theabove units thru 6" by .5, 8" thru 14" by .4, 16" thru 24" by .3.



1 2.10 2.20 2.101.5 2.40 2.60 2.402 2.80 3.10 2.803 3.20 4.00 3.204 4.00 5.20 4.006 5.40 7.50 5.408 6.30 8.90 6.30 6.30 6.30 8.30

10 7.10 10.30 7.10 7.10 7.10 10.3012 8.10 11.80 8.10 8.10 9.90 13.1014 9.30 13.60 9.30 9.30 11.60 16.0016 10.60 15.20 10.60 10.60 15.20 20.2018 11.60 16.30 11.60 15.10 19.10 25.4020 13.00 18.30 13.00 18.30 22.30 32.6024 14.20 19.80 14.20 27.70 41.7030 17.90 24.8036 21.40 29.7042 25.00 34.7048 28.60 39.6054 32.20 44.5060 35.80 49.50





11.5 5.00 5.40 5.002 5.30 5.90 5.303 6.70 7.90 6.704 8.10 10.00 8.106 10.20 12.80 10.208 11.70 14.50 11.70 11.70 11.70 13.40

10 12.70 16.30 12.70 12.70 12.70 16.3012 14.20 18.30 14.20 14.20 15.30 20.3014 16.00 20.70 16.00 16.00 17.80 24.3016 17.90 23.20 17.90 17.90 22.80 20.1018 19.10 24.80 19.10 22.10 30.00 37.40

A1016

1 AND UNDER

A1049

1 AND UNDER

20 21.10 26.60 21.10 26.40 32.30 47.2024 22.30 32.30 22.30 36.50 52.5030 28.60 40.5036 34.60 48.5042 40.30 56.6048 46.00 64.8054 53.00 73.9060 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.




SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60

1 2.80 2.90 2.801.5 3.20 3.60 3.202 3.50 4.10 3.503 4.40 5.90 4.404 5.50 7.60 5.506 7.10 10.00 7.108 8.60 11.50 8.60 8.60 8.60 11.10

10 9.70 13.70 9.70 9.70 9.70 13.7012 10.90 15.70 10.90 10.90 13.00 17.5014 12.40 18.40 12.40 12.40 15.30 21.4016 14.20 20.20 14.20 14.20 20.30 26.8018 15.50 21.60 15.50 20.10 25.50 34.3020 17.10 23.70 17.10 22.70 29.60 43.3024 18.80 26.60 18.80 35.50 55.2030 23.50 33.3036 28.20 40.0042 32.90 46.6048 39.90 57.5054 44.80 64.6060 50.00 72.00




(All Angles Other Than 90°)

A1084

1 AND UNDER


11.5 6.80 7.10 6.802 7.20 8.30 7.203 8.70 10.50 8.704 11.20 13.50 11.206 13.80 17.10 13.808 15.80 21.60 15.80 15.80 15.80 18.10

10 17.30 22.70 17.30 17.30 17.30 21.7012 19.20 24.30 19.20 19.20 20.50 27.1014 21.00 27.60 21.00 21.00 23.40 32.6016 23.70 30.20 23.70 23.70 30.20 40.1018 25.50 31.60 25.50 29.40 37.40 50.2020 28.20 35.60 28.20 35.60 43.40 62.9024 29.50 38.40 29.50 51.10 71.2030 38.00 55.2036 45.00 66.3042 52.50 77.2048 60.00 88.3054 67.50 99.4060 75.00 110.10

INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding.EXCLUDES: Preheating, Grinding, Stress Relieving.GENERAL: Reinforcement by weld build-up ring, or saddles.


ATTACHMENT A

SIZE MH/EA.(inch)

2 0.1873 0.2804 0.3336 0.4668 0.520

10 0.56012 0.60014 0.73316 0.86518 1.00020 1.16024 1.44030 2.88036 4.80042 6.17048 8.30054 10.040

INERT GAS SHIELDED ROOT PASS WELDS

A1118

1 AND UNDER

B1151

2 & Under

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 AMISCELLANEOUS WELDING

MH/EA.SIZE WELDOLET THREADOLET COUPLING(inch) STD. X.H. 100+ 3000 6000 3000

1 1.80 2.20 3.00 1.80 2.20 1.901.5 3.00 3.80 4.90 2.90 3.70 2.602 3.80 4.70 6.30 3.80 4.70 3.303 5.00 6.50 10.50 5.10 6.60 4.404 7.00 8.30 11.506 8.70 10.00 16.008 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%.


MH/EA.SIZE CUTTING THREADING(inch) 20/30/40 60/80 100+ 20/30/40 60/80

1 0.06 0.08 0.11 0.11 0.131.5 0.07 0.10 0.14 0.13 0.162 0.08 0.11 0.15 0.14 0.173 0.09 0.13 0.18 0.16 0.194 0.15 0.21 0.286 0.24 0.34 0.468 0.33 0.50 0.70

10 0.55 0.83 1.1612 0.75 1.13 1.5214 0.95 1.42 1.9716 1.25 1.88 2.6318 1.50 2.26 3.1620 1.75 2.53 3.5424 2.25 3.37 4.7230 3.24 4.85 6.8036 3.88 5.80 8.1542 4.54 6.80 9.5548 5.17 7.25 10.9054 5.83 8.74 12.2860 6.47 9.70 13.60

A1181

1 AND UNDER

B1201

1 AND UNDER

INCLUDES: Flame or machine cutting & machine threading. Threading manhoursinclude 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 AFLAME CUT BEVELS


2 0.13 0.17 0.133 0.20 0.23 0.204 0.23 0.27 0.236 0.30 0.38 0.308 0.40 0.52 0.40 0.40 0.40 0.43

10 0.52 0.67 0.52 0.52 0.52 0.6712 0.65 0.82 0.65 0.65 0.75 0.8214 0.80 0.93 0.80 0.80 0.93 1.2016 1.07 1.33 1.07 1.07 1.33 1.6718 1.60 1.87 1.60 1.60 1.94 2.3320 2.00 2.40 2.00 2.40 2.7324 2.94 3.67 2.94 3.74 3.9330 3.67 4.5936 4.40 5.5142 5.15 6.4348 5.88 7.3554 6.62 8.2560 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 AEND 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 0.071.5 0.06 0.07 0.082 0.07 0.08 0.093 0.10 0.11 0.124 0.12 0.13 0.15 1.70 2.206 0.20 0.25 0.28 2.40 2.808 0.33 0.41 0.43 2.80 3.30

10 0.41 0.50 0.54 3.30 3.8012 0.52 0.63 3.80 4.5014 0.65 0.73 4.40 5.3016 0.81 0.95 5.20 6.10

A1235

2 & Under

B1265

1 AND UNDER

18 0.98 1.15 5.90 7.2020 1.35 7.10 8.5024 1.76 9.60 11.6030 2.50 12.00 14.4036 3.30 14.40 17.3042 4.60 16.80 20.2048 5.25 19.20 23.0054 5.90 21.60 25.9060 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 AATTACHING 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 1.802 1.20 1.30 1.70 2.30 2.503 1.70 2.00 2.70 3.40 3.904 2.30 2.50 3.70 4.70 5.606 3.30 3.70 5.70 6.90 8.108 4.70 5.10 7.80 9.40 11.00

10 5.90 6.50 10.50 11.90 13.3012 7.30 8.10 13.10 14.70 16.2014 8.70 9.80 15.70 17.3016 10.30 11.30 18.20 20.0018 11.90 13.40 21.20 23.6020 14.20 15.80 24.20 27.6024 16.90 18.90 29.70 33.4030 21.10 23.60 37.10 41.8036 25.30 28.30 44.50 50.0042 29.40 34.00 52.00 58.5048 33.70 37.80 59.40 66.7054 37.90 42.50 66.90 75.0060 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

SCREWED FITTINGS, FLANGES & VALVES

3/4 & Under 0.138 0.4071 0.205 0.504

1.5 0.295 0.7382 0.325 0.9073 0.435 1.2984 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 AINSTALLING SHOES & SUPPORTS

MH/EA.

IPS RANGE WELDED ON12 Up to 8" 1.10 .55/.80

10" & Over 2.20 1.05/1.9018 Up to 8" 1.70 .75/1.10

10" & Over 2.80 1.10/2.0024 Up to 8" 2.60 1.35/1.50

10" & Over 4.10 1.15/2.5036 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.


MH/EA.SCHEDULE

STD X. H. 20 30 40 601 0.15 0.20 - - - -

1.5 0.18 0.25 - - 0.18 -2 0.20 0.27 - - 0.20 -3 0.45 0.55 - - 0.45 -4 0.55 0.63 - - 0.55 -6 0.72 0.90 - - 0.72 -8 0.80 1.17 0.80 0.80 0.80 1.17

10 1.20 1.62 1.20 .1.20 1.20 1.62

SHOE LENGTH

(inch) CLAMPED ON

SIZE (inch)

12 1.35 1.80 1.35 1.35 1.35 1.9514 1.70 2.25 1.70 1.70 1.95 2.7016 1.95 2.70 1.95 1.95 2.70 3.4018 2.30 3.15 2.30 2.80 3.70 4.5020 2.80 3.70 2.80 3.70 4.65 5.6524 3.30 4.50 3.30 4.75 5.75 7.0030 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 - - - -



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.


SCHEDULE

SIZE (inch) STD X.H. 20 30 40 60

2 & Under 4.50 4.90 - - 4.50 -3 5.10 5.30 - - 5.10 -4 5.30 6.10 - - 5.30 -6 6.50 7.20 - - 6.50 6.508 7.40 8.20 7.40 7.40 7.40 7.70

10 8.10 9.00 8.10 8.10 8.10 8.9012 8.90 9.60 8.90 8.90 9.30 10.0014 9.60 10.40 9.60 . 9.6 10.30 11.1016 10.30 11.20 10.30 10.30 11.20 11.9018 11.20 11.90 11.20 11.60 11.90 12.8020 11.70 12.30 11.70 12.40 12.80 13.7024 12.40 12.90 12.40 13.30 14.00 14.9030 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


Material Classification - Group Numbers

Group 1 0.50% Holy to 1.50-2.00 Chr.Group 2 1.75-2.25% Chr. to 4.00 - 6.00% Chr.Group 3 6.00 - 8.00% Chr. to 10.00-15.00% Chr.,

3.5% NickelGroup 4 Stainless Steel Types 304, 309, 310, 316Group 5 Copper, Brass, EverdurGroup 6 ASTM A-333-GRI*, GR4, GR9**Group 7 Hastelloy, Titanium, 99% NI.Group 8 Stainless Steel Types 321 b 347, CU-NI,

Money Inconel, Incoloy, Alloy 20Group 9 Alluminum

3 Welding Including Cutting and Beveling of Alloy and StainlessSteel Piping

Material Classification - Group Numbers

Group 1 0.50% Holy to 1.50-2.00 Chr.Group 2 1.75-2.25% Chr. to 4.00 - 6.00% Chr.Group 3 6.00 - 8.00% Chr. to 10.00-15.00% Chr.,

3.5% NickelGroup 4 Stainless Steel Types 304, 309, 310, 316Group 5 Copper, Brass, EverdurGroup 6 ASIi A-333-GRI*, GR4, GR9**Group 7 Hastelloy, Titanium, 99% NI.Group 8 Stainless Steel Types 321 & 347, CU-NI,

Monel, Inconel, Incoloy, Alloy 20Group 9 Alluminum

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

ATTACHMENT A


SIZE (inch) COU-PLING ELL TEE FLG. RED.0.38 0.16 0.17 0.24 0.16 0.180.5 0.22 0.23 0.33 0.22 0.25

0.75 0.28 0.29 0.42 0.28 0.321 0.43 0.44 0.63 0.32 0.5

1.5 0.85 0.9 1.26 0.7 0.92 0.96 1.00 1.44 0.9 1.003 1.95 2.00 2.91 1.4 2.004 2.00 2.25 3.00 1.65 2.15



POLYVINYL CHLORIDE PIPE (PVC)SIZE PIPE JOINTS SADDLES VALVES(inch) PER L.F. EA. EA. EA.

0.5 0.090 0.215 0.385 0.1350.75 0.091 0.223 0.393 0.162

1 0.092 0.230 0.410 0.1741.5 0.096 0.279 0.449 0.2482 0.098 0.338 0.508 0.3503 0.110 0.452 0.622 0.8404 0.116 0.565 0.735 1.2306 0.130 0.722 0.892 1.5608 0.154 0.820 0.995 1.930

10 0.190 1.019 1.021 2.52012 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 teeAdd joint hours to valve handlingFor Lined valves use Page 3

FIBERGLASS REINFORCED PLASTIC PIPESIZE PIPE JOINTS SADDLES VALVES(inch) PER L.F. EA. EA. EA.

2 0.17 0.68 1.02 0.353 0.172 0.91 1.24 0.844 0.174 1.13 1.47 1.236 0.179 1.45 1.78 1.568 0.194 1.64 1.98 1.93

10 0.238 2.04 2.36 2.5212 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.

GENERAL: This is "Bondatrand" or equal.For metal & lined valves, see page 3.For flange bolt-ups, see page 5.

SARAN & RUBBER LINED PIPE & FITTINGSSIZE HANDLE CUT & MAKE-UP HANDLE

PIPE THREAD JOINTS VALVES(inch) L.F. EA. EA. EA.

1 0.195 0.322 0.175 0.2951.5 0.224 0.438 0.315 0.4362 0.245 0.479 0.36 0.5683 0.292 0.517 0.49 1.424 0.341 0.739 0.633 2.086 0.39 1.315 0.709 2.768 0.492 2.209 0.797 3.56

10 ,589 3.475 0.895 4.3212 0.735 5.26 1.005 5.08

INCLUDES: Pipe hauling, erecting, aligning.Joint assembly and tightening.


GENERAL: For handling pipe with factory installed flanges, add 15% to cover extra weight.For bolt-ups, see page 5.

LEAD LINED PIPE 6 FITTINGSSIZE HANDLE CUT & MAKE-UP BUTT WELD

PIPE THREAD JOINTS INCL.(inch) L.F. EA. EA. LEAD BURN

1 0.22 0.15 0.3 0.91.5 0.25 0.16 0.35 1.12 0.33 0.25 0.38 1.33 0.4 0.33 0.45 1.554 0.5 0.5 0.55 1.856 0.85 - - 2.58 1.2 - - 3.4

10 1.6 - - 4.3512 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.


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

B1551

1 AND UNDER

B1575

1 AND UNDER

CEMENT LINED SCH. 40 C.S. PIPESIZE HANDLE PIPE BUTT SLEEVE 90° NOZ.

PIPE CUTS WELDS (2 WELDS) WELD(inch) L.F. EA. EA. EA. EA.

6 0.30 0.65 2.00 3.30 6.108 0.38 1.00 2.60 4.60 7.30

10 0.48 1.20 3.10 5.70 8.3012 0.60 1.45 4.10 6.90 11.4014 0.71 2.30 5.00 7.00 13.9016 0.94 2.95 6.60 9.20 18.2018 1.05 3.70 8.60 10.40 22.8020 1.31 4.65 10.40 12.40 27.0024 1.65 5.90 13.30 15.50 33.60

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


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 0.02342 0.02823 0.03584 0.04586 0.02908 0.0334

10 0.038412 0.043214 0.051216 0.055618 0.063420 0.072024 0.085830 0.1088

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


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.

HYDROSTATIC - TESTING OF PIPE

B1621

1 AND UNDER

TABLE OF CONTENTS

PAGE

2 Handling & erecting straight run pipe3 Handling & erecting prefabricated spools4 Handling line valves5 Handling control valves6 Erection bolt-ups7 Manual butt welds8 900 Nozzle welds9 900 Reinforced nozzle welds

10 450 Nozzle weld11 450 Reinforced nozzle weld12 Flame cut bevels13 Machine end bevels14 Preheating butt & flange welds (incl. N. W. )15 Inert gas for shielded root pass16 Attaching slip-on type flanges17 Miscellaneous welding18 Cutting pipe & threading pipe19 Screwed fittings, flanges & valves20 Hangers & supports21 Alloy or stainless steel pipe22 Soldered non-ferrous fittings23 Polyvinyl chloride pipe (PVC) .24 Fiberglass reinforced plastic pipe25 Saran & rubber lined pipe & fittings26 Lead lined pipe & fittings27 Cement lined pipe & fittings28 Local stress relieving29 Hydrostatic testing pipe

HANDLING & ERECTING STRAIGHT RUN PIPEMH/L.F.

SIZE (inch) SCHEDULE

10 to 60 80 to 100 120 to 160

1 0.16 0.18 0.201.5 0.17 0.22 0.272 0.19 0.24 0.293 0.21 0.28 0.354 0.23 0.31 0.396 0.25 0.38 0.508 0.30 0.48 0.65

10 0.39 0.60 0.8212 0.48 0.73 1.0014 0.57 0.87 1.1916 0.70 1.02 1.3918 0.80 1.17 1.6020 0.90 1.32 1.8124 1.04 1.49 2.04

B1687

1 AND UNDER

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 6 & small quantity of associated fittings.

HANDLING & ERECTING FABRICATED SPOOLSMH/L.F.

SCHEDULE

SIZE (inch) 10 to 60 80 to 100 120 to 160

1 0.28 0.32 0.351.5 0.32 0.37 0.452 0.34 0.40 0.493 0.39 0.48 0.594 0.41 0.52 0.666 0.47 0.64 0.848 0.57 0.81 0.99

10 0.72 1.00 1.3812 0.88 1.23 1.6914 1.01 1.46 2.0116 1.27 1.71 2.3418 1.48 1.96 2.6920 1.74 2.22 3.0424 1.94 2.51 3.4330 2.43 - -36 2.98 - -42 0.48 - -48 3.96 -54 4.4860 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 VALVESMH/EA.

SIZE (inch) FLANGE RATING

150 300/400 600/900 1500

1 0.27 0.30 0.50 0.601.5 0.40 0.43 1.00 1. 02 0.52 0.80 1.40 1.603 1.30 1.70 2.20 2.604 1.90 2.20 2.80 3.40

B1718

1 AND UNDER

B1749

1 AND UNDER

6 2.55 3.25 3.75 4.358 3.25 3.85 4.65 6.15

10 3.95 4.65 5.55 7.5512 4.65 5.55 6.95 9.3514 5.65 6.60 8.15 11.9016 6.45 7.70 9.65 14.1518 7.30 8.85 11.35 16.7520 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 operatorsUse 150# table x 2.2 for socket weld or scwd , installedUse 75% above tables for mission checks & butterflys

HANDLING CONTROL VALVESMH/EA.

SIZE FLANGE RATING

(inch) 150 300 / 400 600 / 900 1 500

1 0.7 0.8 1.3 1.51.5 1.0 1.1 2.5 3.32.0 1.3 2.0 3.5 4.03.0 3.3 4.3 5.5 6.54.0 4.8 5.5 7.0 8.56.0 6.4 8.2 9.4 10.98.0 8.2 9.7 11.6 15.4

10.0 9.9 11.7 13.9 18.912.0 11.7 13.9 17.4 23.414.0 14.2 16.5 20.4 29.816.0 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.

B1788

1 AND UNDER



SIZE FLANGE RATING

(inch) 150 300 / 400 600 900 1500

1 0.67 0.84 0.93 - -1.50 0.70 0.88 0.98 - - 2.00 0.77 0.96 1.07 - 1.563.00 0.84 1.05 1.47 1.69 2.154.00 1.50 1.88 2.09 2.25 2.816.00 1.80 2.05 2.28 2.62 3.288.00 2.00 2.30 2.55 2.93 3.66

10.00 2.60 3.00 3.32_ 3.82 4.7712.00 3.50 4.05 4.37 5.02 6.2714.00 4.20 4.85 5.23 6.04 7.5516.00 4.90 5.65 6.45 7.32 9.1518.00 5.50 6.35 7.40 8.51 10.6520.00 6.50 7.50 8.80 10.11 12.6624.00 7.60 8.85 10.40 11.97 14.9530.00 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.


SCHEDULESIZE (inch) STD. X.H. 20 30 40 60

1 0.70 0.80 - - 0.70 -1.5 0.80 0.90 - - 0.80 -2.0 1.00 1.10 - - 1.00 -3.0 1.30 1.40 - - 1.30 -4.0 1.50 1.80 - - 1.50 -6.0 2.00 2.50 - - 2.00 -8.0 2.60 3.30 2.60 2.60 2.60 3.00

10.0 3.10 4.00 3.10 3.10 3.10 4.00

B1816

1 AND UNDER

A1854

1 AND UNDER

12.0 3.60 4.70 3.60 3.60 4.10 5.2014.0 4.30 5.70 4.30 4.30 5.00 6.8016.0 5.00 6.60 5.00 5.50 6.60 8.4018.0 5.90 7.70 5.90 6.80 8.60 11.2020.0 6.30 8.40 6.30 8.40 9.40 13.8024.0 6.90 10.10 6.90 - 13.30 20.1030.0 8.60 12.60 - - - -36.0 10.40 15.20 - - - -42.0 12.10 17.70 - - - -48.0 13.80 20.20 - - - -54.0 15.50 22.70 - - - -60.0 17.30 25.30 - - - -


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 .58" thru 14" by .4, 16" thru 24 " by .3


SCHEDULE

SIZE (inch) STD. X. H. 20 30 40 60

1 2.10 2.20 - - 2.10 -1.5 2.40 2.60 - - 2.40 -2.0 2.80 3.10 - - 2.80 -3.0 3.20 4.00 - - 3.20 -4.0 4.00 5.20 - - 4.00 -6.0 5.40 7.50 - - 5.40 -8.0 6.30 8.90 6.30 6.30 6.30 8.30

10.0 7.10 10.30 7.10 7.10 7.10 10.3012.0 8.10 11.80 8.10 8.10 9.90 13.1014.0 9.00 1.60 9.30 9.30 11.60 16.0016.0 10.60 15.20 10.60 10.60 15.20 20.2018.0 11.60 16.30 11.60 15.10 19.10 25.4020.0 13.00 18.30 13.00 18.30 22.30 32.6024.0 14.20 19.80 14.20 - 27.70 41.7030.0 17.90 24.80 - - - -36.0 21.40 2.00 - - - -42.0 25.00 34.70 - - - -48.0 28.60 39.60 - - - -54.0 32. 2 44. 5 - - - -60.0 35.80 49.50 - - - -

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


A1892

1 AND UNDER

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.


SIZE SCHEDULE(inch) STD X.H 20 30 40 60

1 - - - - - -1.5 5.00 5.40 - - 5.00 -2 5.30 5.90 - - 5.30 -3 6.70 7.90 - - 6.70 -4 8.10 10.00 - -. 8.10 -6 10.20 12.80 - - 10.20 -8 11.70 14.50 11.70 11.70 11.70 13.40

10 12.70 16.30 12.70 12.70 12.70 16.3012 14.20 18.30 14.20 14.20 15.30 20.3014 16.00 20.70 16.00 16.00 17.80 24.3016 17.90 23.20 17.90 17.90 22.80 30.1018 19.10 24.80 19.10 22.10 30.00 37.4020 21.10 26.60 21.10 26.40 32.30 47.2024 22.30 32.30 22.30 - 36.50 52.5030 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: 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.


MH/EA.SIZE SCHEDULE

(inch) STD X H 20 30 40 60

1 2.80 2.90 - - 2.80 -1.5 3.20 3.60 - - 3.20 -2 3.50 4.10 - - 3.50 -3 4.40 5.90 - - 4.40 -4 5.50 7.60 - - 5.50 -6 7.10 10.00 - - 7.10 -

A1929

1 AND UNDER

A1964

1 AND UNDER

8 8.60 11.50 8.60 8.60 8.60 11.1010 9.70 13.70 9.70 9.70 9.70 13.7012 10.90 15.70 10.90 10.90 13.00 17.5014 12.40 18.40 12.40 12.40 15.30 21.4016 14.20 20.20 14.20 14.20 20.30 26.8018 15.50 21.60 15.50 20.10 25.50 34.3020 17.10 23.70 17.10 22.70 29.60 43.3024 18.80 26.60 18.80 - 35.50 55.2030 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.


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.


MH/EA.

SIZE SCHEDULE(in) STD X.H. 20 30 40 60

11.5 6.8 7.1 6.82 7.2 8.3 7.23 8.7 10.5 8.74 11.2 13.5 11.26 13.8 17.1 13.88 15.8 21.6 15.8 15.8 15.8 18.1

10 17.3 22.7 17.3 17.3 17.3 21.712 19.2 24.3 19.2 19.2 20.5 27.114 21 27.6 21 21 23.4 32.616 23.7 30.2 23.7 23.7 30.2 40.118 25.5 31.6 25.5 29.4 37.4 50.220 28.2 35.6 28.2 35.6 43.4 62.924 29.5 38.4 29.5 51.1 71.230 38 55.236 45 66.342 52.5 77.248 60 88.354 67.5 99.460 75 110.1


A2001

1 AND UNDER


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.



2 0.13 0.17 0.133 0.2 0.23 0.24 0.23 0.27 0.236 0.3 0.38 0.38 0.4 0.52 0.4 0.4 0.4 0.43

10 0.52 0.67 0.52 0.52 0.52 0.6712 0.65 0.82 0.65 0.65 0.75 0.8214 0.8 0.93 0.8 0.8 0.93 1.216 1.07 1.33 1.07 1.07 1.33 1.6718 1.6 1.87 1.6 1.6 1.94 2.3320 2 2.4 2 2.4 2.7324 2.94 3.67 2.94 3.74 3.9330 3.67 4.5936 4.4 5.5142 5.15 6.4348 5.88 7.3554 6.62 8.2560 7.35 9.2

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 BEVELSMH/EA.

SIZE V-TYPE U-TYPE(in) 20/30/40 60/80 100+ to 100 120+

1 0.05 0.06 0.071.5 0.06 0.07 0.082 0.07 0.08 0.093 0.1 0.11 0.124 0.12 0.13 0.15 1.7 2.26 0.2 0.25 0.28 2.4 2.88 0.33 0.41 0.43 2.8 3.3

10 0.41 0.5 0.54 3.3 3.812 0.52 0.63 3.8 4.5

A2036

2 AND UNDER

B2067

1 AND UNDER

14 0.65 0.73 4.4 5.316 0.81 0.95 5.2 6.118 0.98 1.15 5.9 7.220 1.35 7.1 8.524 1.76 9.6 11.630 2.5 12 14.436 3.3 14.4 17.342 4.6 16.8 20.248 5.25 19.2 2354 5.9 21.6 25.960 6.55 24 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.



1 0.15 0.2 0.151.5 0.18 0.25 0.182 0.2 0.27 0.23 0.45 0.55 0.454 0.55 0.63 0.556 0.72 0.9 0.728 0.8 1.17 0.8 0.8 0.8 1.17

10 1.2 1.62 1.2 1.2 1.2 1.6212 1.35 1.8 1.35 1.35 1.35 1.9514 1.7 2.25 1.7 1.7 1.95 2.716 1.95 2.7 1.95 1.95 2.7 3.418 2.3 3.15 2.3 2.8 3.7 4.520 2.8 3.7 2.8 3.7 4.65 5.6524 3.3 4.5 3.3 4.75 5.75 730 4.15 5.6536 4.96 6.7542 5.8 7.948 6.6 954 7.45 10.160 8.25 11.25



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.

A2100

1 AND UNDER

SIZE (in) M/H's2 0.1873 0.2804 0.3336 0.4668 0.520

10 0.56012 0.60014 0.73316 0.86518 1.00020 1.16024 1.44030 2.88036 4.80042 6.17048 8.30054 10.04060 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 FLANGESMH/EA.

SIZE FLANGE RATING(in) 150 300 600 900 15001.5 0.9 1 1.3 1.7 1.82 1.2 1.3 1.7 2.3 2.53 1.7 2 2.7 3.4 3.94 2.3 2.5 3.7 4.7 5.66 3.3 3.7 5.7 6.9 8.18 4.7 5.1 7.8 9.4 11

10 5.9 6.5 10.5 11.9 13.312 7.3 8.1 13.1 14.7 16.214 8.7 9.8 15.7 17.316 10.3 11.3 18.2 2018 11.9 13.4 21.2 23.620 14.2 15.8 24.2 27.624 16.9 18.9 29.7 33.430 21.1 23.6 37.1 41.836 25.3 28.3 44.5 5042 29.4 34 52 58.548 33.7 37.8 59.4 66.754 37.9 42.5 66.9 75

INERT GAS FOR SHIELDED ROOT

PASS

C2132

2 AND UNDER

B2163

1.5 AND UNDER

60 42.1 47.2 74.2 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 squarewith pipe, add 25%.


FITTINGSSIZE WELDOLET THREADOLET COUPLING(in) STD X.H. 100+ 3000 6000 3000

1 1.8 2.2 3 1.8 2.2 1.91.5 3 3.8 4.9 2.9 3.7 2.62 3.8 4.7 6.3 3.8 4.7 3.33 5 6.5 10.5 5.1 6.6 4.44 7 8.3 11.56 8.7 10 168 10 11 20

INCLUDES: Layout, cutting, fitting, tacking and welding.


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


SIZE CUTTING CUTTING & THREADING

(in) 20/30/40 60/80 100+ 20/30/40 60/801 0.06 0.08 0.11 0.11 0.13

1.5 0.07 0.1 0.14 0.13 0.162 0.08 0.11 0.15 0.14 0.173 0.09 0.13 0.18 0.16 0.194 0.15 0.21 0.286 0.24 0.34 0.468 0.33 0.5 0.7

10 0.55 0.83 1.1612 0.75 1.13 1.5214 0.95 1.42 1.9716 1.25 1.88 2.6318 1.5 2.26 3.1620 1.75 2.53 3.5424 2.25 3.37 4.7230 3.24 4.85 6.836 3.88 5.8 8.1542 4.54 6.8 9.5548 5.17 7.25 10.9

A2196

1 AND UNDER

B2216

1 AND UNDER

54 5.83 8.74 12.2860 6.47 9.7 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.

MH/EA.

SIZE ONE CONNECTION

(in) PLAIN

0.75 0.26 0.531 0.33 0.65

1.5 0.44 0.892 0.48 1.063 0.61 1.474 0.77 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 SUPPORTSMH/EA.

SIZE (in)

1 0.11.5 0.12 0.04 0.13 0.04 0.124 0.05 0.146 0.07 0.168 0.09 0.18

10 0.13 0.212 0.14 0.2214 0.16 0.2216 0.22 0.2318 0.24 0.2420 0.26 0.2624 0.28 0.28

SCREWED ON FITTINGS, FLANGES & VALVES

BACKWELDED

Straight Run Pipe

Spooled pipe

30 0.31 0.3136 0.35 0.3542 0.4 0.448 0.45 0.4554 0.51 0.5160 0.58 0.58

INCLUDES: Installing supports under pipe, welding or bolting.

EXCLUDES: Fabrication and hauling.

GENERAL: Miscellaneous engineered hangers supports at0.07 man-hours per lb.

ALLOY OR STAINLESS PIPE

1 ERECTING ALLOY OR STAINLESS PIPE SPOOLS

Use same man-hours as those shownfor carbon steel spools.

2 ERECTION JOINT WELD AND SOCKETWELD FITTINGS

For both operations, adjust carbon steelman-hours by the following factors:


3 FABRICATING PIPE


Note: 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.


SIZE (in) Coupling ELL TEE FLG. RED. ADPT0.375 0.16 0.17 0.24 0.16 0.18 0.15

A2336

0.375 OR 3/8 AND UNDER

0.5 0.22 0.23 0.33 0.22 0.25 0.20.75 0.28 0.29 0.42 0.28 0.32 0.25

1 0.43 0.44 0.63 0.32 0.5 0.41.5 0.85 0.9 1.26 0.7 0.9 0.82 0.96 1 1.44 0.9 1 0.923 1.95 2 2.91 1.4 2 1.84 2 2.25 3 1.65 2.15 1.9



POLYVINYL CHLORIDE PIPE

SIZE (in) Valves each*

0.5 0.09 0.215 0.385 0.1350.75 0.091 0.223 0.393 0.162

1 0.092 0.23 0.41 0.1741.5 0.096 0.279 0.449 0.2482 0.098 0.338 0.508 0.353 0.11 0.452 0.622 0.844 0.116 0.565 0.735 1.236 0.13 0.722 0.892 1.568 0.154 0.82 0.995 1.93

10 0.19 1.019 1.021 2.5212 0.218 1.246 1.326 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) Pipe per L.F. Joints each Valves each

2 0.17 0.68 1.02 0.353 0.172 0.91 1.24 0.844 0.174 1.13 1.47 1.236 0.179 1.45 1.78 1.568 0.194 1.64 1.98 1.93

10 0.238 2.04 2.36 2.5212 0.308 2.45 2.78 3

Pipe per L.F.*

Joints each**

Saddles each***

Saddles each

INCLUDES: Pipe hauling, handling and setting in place.Joint cutting, trimming, cleaning and assembling.


GENERAL: This is "Bondstrand" or equal.

SARAN AND RUBBER LINED PIPE AND FITTINGS

SIZE (in)

1 0.195 0.322 0.175 0.2951.5 0.224 0.438 0.315 0.4362 0.245 0.479 0.36 0.5683 0.292 0.517 0.49 1.424 0.341 0.739 0.633 2.086 0.39 1.315 0.709 2.768 0.492 2.209 0.797 3.56

10 0.589 3.475 0.895 4.3212 0.735 5.26 1.005 5.08

INCLUDES: Pipe hauling, erecting and aligning.Joint assembly and tightening.


GENERAL: For handling pipe with factory installedflanges, add 15% to cover extra weight.

LEAD LINED PIPE AND FITTINGS

SIZE (in)

1 0.22 0.15 0.3 0.91.5 0.25 0.16 0.35 1.12 0.33 0.25 0.38 1.33 0.4 0.33 0.45 1.554 0.5 0.5 0.55 1.856 0.85 2.58 1.2 3.4

10 1.6 4.3512 2.25 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.

For metal and lined valves, see page 3For flange bolt-ups, see page 5.

Handle Pipe L.F.

Cut & Thread each.


Handle Valves each.

For bolt-ups see page 5.

Handle Pipe L.F.

Cut & Thread each.


Butt Weld Incl. Lead

Burn


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


SIZE (in)

6 0.3 0.65 2 3.3 6.18 0.38 1 2.6 4.6 7.3

10 0.48 1.2 3.1 5.7 8.312 0.6 1.45 4.1 6.9 11.414 0.71 2.3 5 7 13.916 0.94 2.95 6.6 9.2 18.218 1.05 3.7 8.6 10.4 22.820 1.31 4.65 10.4 12.4 2724 1.65 5.9 13.3 15.5 33.6

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


GENERAL: Liming at cut to be square and flush with pipe.



2 4.5 4.9 4.53 5.1 5.3 5.14 5.3 6.1 5.36 6.5 7.2 6.58 7.4 8.2 7.4 7.4 7.4 7.7

10 8.1 9 8.1 8.1 8.1 8.912 8.9 9.6 8.5 8.9 9.3 1014 9.6 10.4 9.6 9.6 10.3 11.116 10.3 11.2 10.3 10.3 11.2 11.918 11.2 11.9 11.2 11.6 11.9 12.820 11.7 12.3 11.7 12.4 12.8 13.724 12.4 12.9 12.4 13.3 14 14.930 15.5 16.236 18.6 19.442 21.7 22.748 24.8 25.9

For bolt-ups, see page 5.

Handle Pipe L.F.

Pipe Cuts each.

Butt Welds each.

Sleeve (2 Welds) each.

90° Noz. Weld each.

For flange bolt-ups, see page 5.

A2474

2 AND UNDER

54 27.9 29.160 31 32.4

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.

MH/L.F.

1 0.0252 0.0283 0.0364 0.0466 0.0298 0.033

10 0.03812 0.04314 0.05116 0.05618 0.06320 0.07224 0.08630 0.109

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


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.

MH/EA.

SIZE SCHEDULE

(in) 10 TO 60 80 TO 100 120 TO 160

1 0.16 0.18 0.21.5 0.17 0.22 0.272 0.19 0.24 0.29

HYDROSTATIC - TESTING PIPE

Pipe Size (in)

HANDLING AND ERECTING STRAIGHT RUN PIPE

B2535

1 AND UNDER

3 0.21 0.28 0.354 0.23 0.31 0.396 0.25 0.38 0.58 0.3 0.48 0.65

10 0.39 0.6 0.8212 0.48 0.73 114 0.57 0.87 1.1916 0.7 1.02 1.3918 0.8 1.17 1.620 0.9 1.32 1.8124 1.04 1.49 2.0430 1.2936 1.5742 1.8548 2.154 2.3860 2.64

INCLUDES: Loading and hauling pipe and fittings from storage yard toerection 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.

Fld. Lbr. Code L-01

Fld. Lbr. Code L-02

Cut PrepMH/EA

0.23 0.50 0.50 0.10 0.100.26 0.50 0.50 0.10 0.100.56 0.50 0.60 0.10 0.100.60 0.50 0.70 0.15 0.150.68 0.50 0.70 0.18 0.180.90 0.60 0.80 0.20 0.201.20 0.80 0.90 0.22 0.221.50 0.80 0.90 0.25 0.25

2.00 1.00 0.28 0.282.50 1.50 0.29 0.292.50 2.00 0.30 0.303.00 2.50 0.32 0.403.50 3.00 0.39 0.504.00 3.50 0.47 0.605.00 4.00 0.60 0.705.50 4.50 0.70 0.806.00 5.00 0.80 0.107.00 6.00 0.90 1.207.50 7.00 1.10 1.508.00 8.00 1.20 2.00

10.50 9.00 1.60 2.5012.00 10.00 2.00 3.00


Install ValveMH/EA.

0.50 0.50 0.400.50 0.50 0.500.50 0.50 0.600.50 0.50 0.701.30 0.80 0.801.50 0.801.80 0.80

Thread Connection

Flange Connection Valve Intall

Flange Bolt-up

Screwed Joints

2.00 1.002.50 1.502.50 2.003.00 2.503.50 3.004.00 3.505.00 4.005.50 4.506.00 5.007.00 5.507.50 6.008.00 6.50


Mitre Welds Socket WeldsMH/EA.

4.60 1.40 0.60 0.505.60 1.70 0.70 0.606.00 1.80 0.80 0.706.60 2.00 1.00 0.908.00 2.40 1.30 1.209.60 2.90 1.50

11.00 3.3012.00 3.6014.00 4.2016.60 5.0020.00 6.0025.00 7.5029.60 8.9032.60 9.8037.00 11.1042.00 12.6046.60 14.0056.00 16.8069.60 20.90


Screwed Joints

Unit Ratesto be establishedon a job by job basis

Unit Ratesto be establishedon a job by job basis

Fld. Lbr. Code L-11

Fld. Lbr. Code

Fld. Lbr. Code L-50

Fld. Lbr. Code L-21

Fld. Lbr. Code

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

Installation MultipliersMultiplier

1.21.31.51.3 1.3 1.3 1.7

1.5

1.6

Fld. Lbr. Code L-70

L-80

L-91

L-92

L-93To be evaluated on an individual

L-94

L-98

L-99

That portion of the scaffolding manhours (Y10) attributable to piping may be estimated at:

TABLE OF CONTENTSPage

23456789

101112131415

1617181920212223242526272829


FLANGE RATING2,500

2.072.863.734.354.857.328.34


SCHEDULE80 100 120 140 160

0.80 1.000.90 1.301.10 1.601.40 2.101.80 2.80 3.002.50 3.80 4.903.30 4.60 6.00 7.50 8.605.10 6.80 9.40 11.40 13.106.60 9.90 12.20 15.30 17.909.60 13.20 16.20 19.20 22.70

12.40 19.50 20.70 25.00 27.7016.40 21.80 25.60 29.90 33.7019.50 26.00 31.90 37.00 40.8025.20 35.80 43.50 49.30 59.30

90° NOZZLE WELDSMH/EA.

SCHEDULE80 100 120 140 160

2.20 3.102.60 4.003.10 5.304.40 6.605.60 7.00 8.607.50 10.90 13.908.90 12.00 15.20 18.60 21.50

12.60 16.40 21.10 27.30 32.8017.00 23.50 28.70 34.70 39.2022.70 28.90 34.60 38.9026.80 36.50 41.4030.10 44.1035.40


SCHEDULE80 100 120 140 160

5.40 7.705.90 9.907.90 12.00

10.00 12.50 15.3012.80 18.50 23.1014.50 19.80 24.50 29.30 32.8020.20 26.00 31.00 34.80 39.1026.30 35.50 39.50 44.60 47.7034.50 44.00 46.80 52.6040.10 54.80 57.5045.00 59.50

55.50

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

MH/EA.SCHEDULE

80 100 120 140 1602.90 4.103.60 5.404.10 7.105.90 8.907.60 9.40 11.40

10.10 14.50 18.4011.70 15.90 20.10 25.10 28.6016.60 21.80 28.10 36.20 43.7022.90 24.20 38.60 45.70 52.2030.10 38.40 45.90 51.6035.30 48.70 54.8040.60 59.1046.90


MH/EA.SCHEDULE

80 100 120 140 160

7.10 10.208.30 13.30

10.50 16.1013.50 20.2017.10 31.4021.60 26.40 32.80 39.80 44.5026.00 32.10 44.50 48.90 53.2035.40 45.70 51.70 60.80 70.9045.90 52.60 62.2052.90 65.70 82.6059.5071.30


COUPLING S'K'T' WELD6000 40/80 100+2.30 0.60 0.703.20 0.90 1.204.00 1.00 1.505.50 1.40 2.00


MH/EA.THREADING

100+0.160.200.220.24


SCHEDULE80 100 120 140 160

0.17 0.200.23 0.270.27 0.35 0.350.38 0.43 0.520.52 0.62 0.680.75 0.931.031.60

ATTACHMENT A

ATTACHMENT A

ATTACHMENT A

ATTACHMENT A


MH/EA.SCHEDULE

80 100 120 140 160- - - - 0.40

0.25 - - - 0.430.27 - - - 0.450.55 - - - 0.630.63 - 0.80 - 0.800.90 - 1.15 - 1.351.17 1.62 1.70 2.15 2.251.80 2.15 2.45 2.95 3.40

2.50 3.00 3.40 3.95 4.753.15 3.95 4.50 5.25 5.954.05 4.95 5.40 6.55 7.655.40 6.10 7.10 7.65 9.506.65 7.85 8.85 10.10 11.508.40 9.35 10.50 12.00 13.70

- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -


SCHEDULE

80 100 120 140 160

4.90 - - - 5.305.30 - - - 6.106.10 - 6.30 - 6.807.20 - 7.20 - 8.608.20 8.90 9.30 9.80 10.309.30 10.00 10.30 11.10 11.30

10.50 11.40 11.90 12.00 13.0011.70 12.40 13.30 13.80 14.5012.60 13.70 14.00 14.90 16.1013.70 14.50 15.20 16.10 17.7014.60 16.10 16.80 17.50 19.4016.10 17.70 18.40 19.60 21.90

- - - - -- - - - -- - - - -- - - - -- - - - -

Moving to site, connecting and disassembly of equipment, wrapping and insulating.

Handling, Erecting (Including Bolt Up) Alloy or Stainless Steel Pipe Spools


Multiplier

1.752.00

2.502.002.002.003.00

2.503.00

Multiplier

1.701.85

2.201.951.701.853.00

2.302.55

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


ADPT UNION VLV.0.15 0.18 0.08 0.350.2 0.25 0.11 0.4

CAP/PLUG

0.25 0.35 0.14 0.450.4 0.55 0.22 0.60.8 1.00 0.42 1.15

0.92 1.15 0.5 1.251.8 2.25 0.95 2.51.9 2.75 1.00 3.00

GENERAL: For handling pipe with factory installed flanges, add 15% to cover extra weight.

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

CEMENT LINED SCH. 40 C.S. PIPEPATCH

CEMENTEA.0.400.500.600.700.800.901.101.301.50

Assume 6" & larger drained thru couplings plus partly open line size flange.

Loading & hauling from storage yard to erection site. Hoisting setting in place.

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


FLANGE RATING

2500

- -

2.072.863.734.354.857.328.34

----------


SCHEDULE80 100 120 140 160

0.80 - - - 1.000.90 - - - 1.301.10 - - - 1.601.40 - - - 2.101.80 - 2.80 - 3.002.50 - 3.80 - 4.903.30 4.60 6.00 7.50 8.605.10 6.80 9.40 11.40 13.10

6.60 9.90 12.20 15.30 17.909.60 13.20 16.20 19.20 22.70

12.40 19.50 20.70 25.00 27.7016.40 21.80 25.60 29.90 33.7019.50 26.00 31.90 37.00 40.8025.20 35.80 43.50 49.30 59.30

------

M.I.G. & Submerged Arc butt welds that can be rotated, multiply the above units thro 6" by .5


SCHEDULE

80 100 120 140 160

2.20 - - - 3.102.60 - - - 4.003.10 - - - 5.304.40 - - - 6.605.60 - 7.00 - 8.607.50 - 10.90 - 13.908.90 12.00 15.20 18.60 21.50

12.60 16.40 21.10 27.30 32.8017.00 23.50 28.70 34.70 39.2022.70 28.90 34.60 38.90 -26.80 36.50 41.40 - -30.10 44.10 - - -35.40 - - - -

- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -


SCHEDULE80 100 120 140 160

- - - - -5.40 - - - 7.705.90 - - - 9.907.90 - - - 12.00

10.00 - 12.50 - 15.3012.80 - 18.50 - 23.1014.50 19.80 24.50 29.30 32.8020.20 26.00 31.00 34.80 39.1026.30 35.50 39.50 44.60 47.7034.50 44.00 46.80 52.60 -40.10 54.80 57.50 - -45.00 59.50 - - -55.50 - - - -

- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -


MH/EA.SCHEDULE

80 100 120 140 160

2.90 - - - 4.103.60 - - - 5.404.10 - - - 7.105.90 - - - 8.907.60 - 9.40 - 11.40

10.10 - 14.50 - 18.40

11.70 15.90 20.10 25.10 28.6016.60 21.80 28.10 36.20 43.7022.90 24.20 38.60 45.70 52.2030.10 38.40 45.90 51.60 -35.30 48.70 54.80 - -40.60 59.10 - - -46.90 - - - -

- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -


MH/EA.

SCHEDULE80 100 120 140 160

7.1 10.28.3 13.3

10.5 16.113.5 20.217.1 31.421.6 26.4 32.8 39.8 44.526 32.1 44.5 48.9 53.2

35.4 45.7 51.7 60.8 70.945.9 52.6 62.252.9 65.7 82.659.571.3


SCHEDULE80 100 120 140 160

0.17 0.20.23 0.270.27 0.35 0.350.38 0.43 0.520.52 0.62 0.680.75 0.931.031.6


SCHEDULE80 100 120 140 1600.2 0.4

0.25 0.430.27 0.450.55 0.630.63 0.8 0.80.9 1.15 1.35

1.17 1.62 1.7 2.15 2.251.8 2.15 2.45 2.95 3.42.5 3 3.4 3.95 4.75

3.15 3.95 4.5 5.25 5.954.05 4.95 6.4 6.55 7.655.4 6.1 7.1 7.65 9.5

6.65 7.85 8.85 10.1 11.58.4 9.35 10.5 12 13.7


FITTINGSCOUPLING SOCKET WELD

6000 40/80 100+2.3 0.6 0.73.2 0.9 1.24 1 1.5

5.5 1.4 2


CUTTING & THREADING

100+0.160.2

0.220.24


UNION CAP PLUG VALVE0.18 0.08 0.35

0.25 0.11 0.40.35 0.14 0.450.55 0.22 0.6

1 0.42 1.151.15 0.5 1.252.25 0.95 2.52.75 1 3


0.40.50.60.70.80.91.11.31.5


SCHEDULE80 100 120 140 1604.9 5.35.3 6.16.1 6.3 6.87.2 7.2 8.68.2 8.9 9.3 9.8 10.39.3 10 10.3 11.1 11.3

10.5 11.4 11.9 12.3 1311.7 12.4 13.3 13.8 14.512.6 13.7 14 14.9 16.113.7 14.5 15.2 16.1 17.714.6 16.1 16.8 17.5 19.416.1 17.7 18.4 19.6 21.9

Patch Cement each.

Assume 6" larger drained thru coupling plus partly open line size flange.

"T" - SPECIAL EQUIPMENTControl 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/TonComments:

The use of MH/$ Mat 1 should be avoided if possible. Weight canusually be estimated from vendor's proposal or by comparison tosimilar equipment on other projects.

For solid processing plants, with a significant amount of solidhandling equipment (conveyors, bucket elevators, etc. , analysisof Historical Cost Data must be made to determine suitable unitmanhours 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 theirdrivers.

Includeso Special package systems.

o Elevators not in a building.

o Erection and startup supervision by vendor if required.

o All major vacuum equipment - etc.

Excludeso 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 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 instrumentsused for the purpose of controlling, measuring, observing, indicatingor recording process and utility variables in the permanent plantfacilities.

This instrumentation system may be electronic and or neumatic. Italso includes the instrument air supply piping fro the first block valveof an air header to the instrument and weatherproofing (exceptsteam tracing and insulation) of this instrument to ensuresatisfactory operation regardless of climatic conditions.

Excludes

The installing and supporting of conduit and wire, steam tracing,insulation, steam and condensate piping to instrument shelter heatercoils, instrument Air Headers (sub-headers are inluded in thisaccount), and instruments supplied as an integral part of a piece ofequipment.

Control Code DescriptionJ-01 Prefabricate instrument supports (Labor only)J-11 Field mounted receivers, controllersJ-12 Field mounted flow instrumentsJ-14 Field mounted level instrumentsJ-16 Field mounted pressure instrumentsJ-18 Field mounted temperature instrumentsJ-19 Miscellaneous field mounted instrumentsJ-21 Main control panel and rackJ-22 Main panel instruments and control systemsJ-26 Process contrrol computerJ-31 Local control panelsJ-32 Local panel mounted instrumentsJ-41 Control valves (material only)J-44 Relief valves (material only)J-50 Instrument sheltersJ-60 Analkyzzers and package control systemsJ-71 Single tubing (pneumatic transmission)J-72 Mutitubing (pneumatic transmission)J-73 Raceway and trayJ-74 Instrument air subheader (labor only)J-75 Installation and support materials (material only)J-81 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 preassemblyof bulk materials are charged to cost accounts in the series00 to 09 for the particular letter category (e.g., J-01, On-siteFabrication of Instrument Stands). Excludes Hours to install (with J-1*)

Prefabrication and Assembly Unit Man-hours

Fabricate Strong Backs ea.Fabricate Pipe Stands ea. 12Fabricate Pipe Saddles ea. 6Fabricate Steel Pots ea. 9

J-11 Field mounted receivers, controllers.

Includes

Labor for installing and supporting all field mounted instrumentsincluding any piping, tubing, fittings, etc., necessary to connect aninstrument to a process or utility variable. (This material isnormally itemized on the " Instrument Installation").

Identification and tagging of instruments.

Excludes

Installation labor for control and relief valves (L account), thefirst 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 localcontrol panel mounted instruments (J-22 account), electricalwiring (P account), other installation material (J-70 account), andelectrical instruments in the motor control center or switchgear areas.

Testing, Inspection and calibration of field instruments andinstrument connection piping ( J-80 account).

Instrument Installation Field Major VendorFlow Transmitters, Controllers, Level Indicator, Recorders E or PPressure Indicator, Recorders E or PTemperature Indicator, Recorders E or P

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

J-12 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

Incl. W/Piping Fabrication &

Installation

Pitot Tubes

J-14 Field mounted level instruments

Displacement Level Instrument Ext. CageDisplacement Level Instruments

Internal Displ.Float Level SwitchesCapacitance Level InstrumentsGauge GlassesTank GaugesBoiler Sight GlassesWater Columns

J-16 Field mounted pressure instruments

Pressure GaugesDraft Gauges (Incl. Tubing)Differential Pressure GaugesDifferential Pressure SwitchesPressure Switches

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

J-18 Field mounted temperature instruments

Termocouples Assemblies and WellsReactor ThermocouplesDial Thermometers and WellsRemote ThermometersTemperature Switches

J-19 Miscellaneous field mounted instruments

Solenoid ValvesMiscellaneous Relays

J-21 Main control panel and rack

Solenoid ValvesMiscellaneous 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: If control panel is shipped in sections add for each unit connection 4.0 manhours.Console Desk

J-22 Main panel instruments and control systems

Includes

Field labor to install the instruments on the panel or mounted in racks behind the panel.


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 pneumaticand electronic systems (P account). Labor to connect instrument leads at the panel bulkheadconnectors 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.


Process computer - Set in Place

Excludes

Labor to connect electrical wire from the field to the computer (P 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 toterminal bulkheads (with J-71 or J-72) and the labor to connect electronic or thermocouplewire 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 devicesassociated 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 bulkheadswith J-71 ro J-72 and the labor to connect electronic or thermocouple wire from field instruments to theirterminals (with P-33). If Installed in field use 6-8 mhrs ea.

J-50 Instrument shelters

Includes


Excludes

Labor fro steam tracing ( L - 10 account) and insulation (N-30 account) of instruments andinbstruments connection lines or general requirements for outdoor equipment orpiping (N-30 account).


Weather Conditioninginstrument Shelters - Walk-In TypeInstrument EnclosureHeater Shelter

J-60 Analkyzzers and package control systems

Inscludes


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 maincontrol panel. This local panel with all the instruments is still considered as a package and incldedin this account.

Excludes

Installation labor for instruments or systems forming an integral part of a piece of equipment

(I.e., compressor controls).

Package Control SystemsAnalyzers - with sampling conditioning systemsAnalyzers - Portable type such as ph analyzersBoiler 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: 25 mhrs/$1,000 is not standard. This allowance depends on type of system, escalation, etc.

J-71 Single tubing (pneumatic transmission)

Includes

Labor to install and support all pneumatic signal transmission single tubing, includingconnectors, fittings and cut-off valves.

Labor to connect single tubing to the control panel bulkheads when no multitube bundlesare 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 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 connectorsand junction boxes.

Labor to connect single tubing and multitubing to the control panel bulkheads, when all or partof 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

MultitubeConnectionsJunction Box

J-73 Raceway and tray

Includes

Installation labor for all raceway and tray used specifically for the support of instrumentationmultitube bundles.

Raceway and Tray

Excludes

Support specifically for single tubing (J-71 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 instrumentair subheader (J-X account).

Instrument Air SubheaderGalvanized Pipe 1" and underGalvanized Pipe 2" and up

J-81 Loop check (labor only)

Includes the labor necessary to ensure that:

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

alsoIncludes testing and inspection of instrument air subheader and connection lines.

Loop CheckTesting of instrument air subheaderTesting instrument connection lines

Testing thermocouple leadsAlarm loops

J-82 Calibration and testing (labor only)

Includes

Labor necessary for testing and inspection of instruments.Calibrating instruments, testing of reliefvalves (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 CalibrationField InstrumentsPanel InstrumentsControl and Relief ValvesAnalyzers (May vary with type)

Note: In definitive estimates use above unit rates. In conceptual estimates use allowance of12% of other "J" manhours.

(Y10) Instrumentation Scaffolding


3% of total "J" manhours.4% of total "J" manhours, excluding J21, J22, J26 and J60.

Fld. Lbr. CodeJ-01J-10J-10J-10J-10J-10J-10J-21J-22J-26J-31J-32

--

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

-J-81J-82

Fld. Lbr. Code J-01

Fld. Lbr. Code J-10

Unit Man-hoursea. 24ea. 18ea. 5

add 20% to above man-hours for flow, level and pressure instruments only.

Fld. Lbr. Code J-10Unit Man-hoursea. 3

ea. 3

ea. 4ea. 24

ea. 6

Fld. Lbr. Code J-10Unit Man-hoursea. 28

ea. 8ea. 18ea. 10ea. 16ea. 20ea. 10ea. 27

Fld. Lbr. Code J-10Unit Man-hoursea. 2ea. 47ea. 24ea. 24ea. 8

Fld. Lbr. Code J-10Unit Man-hoursea. 2ea. 15ea. 2ea. 5ea. 5

Fld. Lbr. Code J-10Unit Man-hoursea. 3ea. 3

Fld. Lbr. Code J-21Unit Man-hoursea. 3ea. 3

Labor to handle the main control panel section (unloading, moving to control house, uncrating),

Control House Panels and Unit Manhours Panel Mounted InstrumentsUnit Man-hours / lf

lf. 3

If control panel is shipped in sections add for each unit connection 4.0 manhours.ea. 4

Fld. Lbr. Code J-22


Labor to connect electrical wire from the field to the board and terminal stips for both pneumaticand electronic systems (P account). Labor to connect instrument leads at the panel bulkhead

Unit Man-hoursea. 5

Fld. Lbr. Code J-26


Unit Man-hoursea. 60


Fld. Lbr. Code J-26

terminal bulkheads (with J-71 or J-72) and the labor to connect electronic or thermocouple

Unit Man-hours/lflf. 3

Fld. Lbr. Code J-32

The material and labor cost for furnishing and installing instruments and other control devices

Unit Man-hours/lfea. 4

The labor to connect Pneumatic signal transmission tubing from field instrument to terminal bulkheadswith J-71 ro J-72 and the labor to connect electronic or thermocouple wire from field instruments to their

Fld. Lbr. Code J-50


Labor fro steam tracing ( L - 10 account) and insulation (N-30 account) of instruments and


Unit Man-hours/lfea. 60ea. 4ea. 10

Fld. Lbr. Code J-60


Instruments identified on the P&ID as one instrument, but which actually consist of several instrument,

These instruments maybe mounted on a separate local panel with a separate recorder on the maincontrol panel. This local panel with all the instruments is still considered as a package and inclded

Installation labor for instruments or systems forming an integral part of a piece of equipment

Unit Man-hours/lfea. 250ea. 10

Syst.

Treat as normal estimate, count instrument and apply unit manhours per instrument,

Syst.

25 mhrs/$1,000 is not standard. This allowance depends on type of system, escalation, etc.

Fld. Lbr. Code J-71

Labor to connect single tubing to the control panel bulkheads when no multitube bundles

Unit Man-hours/lflf. 0.3


Labor to connect single tubing to the control panel bulkheads when all or part of the lead-in

Fld. Lbr. Code J-72

Installation labor of all multitube bundles transmitting pneumatic signals, including connectors

Labor to connect single tubing and multitubing to the control panel bulkheads, when all or part

Unit Man-hours

lf. 0.5ea. 1ea. 4

Fld. Lbr. Code J-73

Installation labor for all raceway and tray used specifically for the support of instrumentation

Unit Man-hourslf. 1


Fld. Lbr. Code J-74

Labor for installing the instrument air pipng to an instrument after the first block valve on the instrument

Unit Man-hours/ftlf. 0.5lf. 0.6

Fld. Lbr. Code J-81

Unit Man-hoursea. 4lf. 0.04lf. 0.04

ea. 1ea. 1

Fld. Lbr. Code J-82

Labor necessary for testing and inspection of instruments.Calibrating instruments, testing of relief

Labor for connecting "moan lists" resulting from P&ID checks, testing and calibration. (See respective

Unit Man-hoursea. 4ea. 4ea. 4ea. 25

In definitive estimates use above unit rates. In conceptual estimates use allowance of


"M" - STEEL

GENERAL

Includes

steel pipe stanchions.

for safety. Includes platforms, stairs, ladder and cages, handrailand toe plates, grating. Checkered plate not supplied with equipment.

associated with steel or concrete structure to act as protection fromthe elements during operation or maintenance. Includes pumps orcompressor 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" AccountFireproofing 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 CodeFld. Lbr. Code

** M-10 Steel structures and Enclosures

the furnishing and erection, bolting,riveting, cutting, welding and burning ofsteel structures supporting and/orenclosing permanent plant equipment.

stair, ladder and handrailing which arean integral part of said structures.

Steel Structures Normally supporting equipment or piping. Includes

Access Steel - Provided for operation and maintenance convenience and

Structural Enclosures - Including siding, roofing, doors, etc.

Includes the labor cost associated with

Includes steel platforming floor grating,

Includes grouting operation.

platforming, stairs, ladder and handrailassociated with buildings unless it issubcontracted. In this case, said steelwilll be included in the "R" account.

windows and doors) attached to saidstructures (with code R25) and concretedecking (with Q Account).

Light Steel (Less than 17LB/LF) 40 MH/TONHeavy Steel (17 to 45 LB/LF) 20 MH/TONVery Heavy Steel (Over 45 LB/LF) 10 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 withthe furnishing and erection , bolting,riveting, welding, cutting and burningof platforms, ladders, handrails andstair and their structural steelsupports attached to or to be used toprovide 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 0.1 MH/SFpart of vessel platforms

** M-30 Steel Pipe Stanchions

Includes the labor costs associated 25 MH/TONwith the furnishing and erection,bolting, riveting, welding, cutting andburning of sructural steel pipeways orpipe stanchions.

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

Also includes structural steel framing,

Excludes roofing and siding (including

Includes the furnishing, fabricating and 50 MH/TONerecting of structural steel not coveredabove such as pipe sleepers, stilesacross grade level pipeways and tankdikes., and conduit support racks, pullbox covers.

** M-50 Other Structures

Includes the furnishing, fabricating anderecting of wharves, bridges, loadingplatforms, 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 tosteelwork is estimated at zero.

M-20

M-30

M-40

M-50

"N" - INSULATION & FIREPROOFING

IncludesAll external vessel, equipment and pipe insulation.Fireproofing of vessel skirts, vessel legs, structural steel andequipment 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 areaand return if they are to be fireproofed

Grouting for fireproofed steel members

Insulation of instruments and instrument leads

ExcludesEarthwork 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 tothe following standards. Chemical plants and boiler plants could run10 percent to 15 percent higher.

CryogenicOn Plot

1.96 2.28 3.042 thru 4 1.65 1.93 2.556 thru 8 1.46 1.62 2.32

10 thru 14 1.35 1.58 2.1416 & larger 1.24 1.47 1.64

Off Plot1/2 thru 6 1.13 1.35 2.188 & larger 1.09 1.15 1.27

Instruments are usually priced per each.

MANHOUR UNIT RATES


1" Thick 1 1/2" Thick 2" Thick 2 1/2" Thick 3" Thick2 0.18 0.20 0.21 0.253 0.19 0.21 0.22 0.264 0.19 0.21 0.25 0.266 0.21 0.25 0.33 0.34 0.408 0.34 0.34 0.36 0.44

10 0.36 0.38 0.42 0.5212 0.42 0.46 0.51 0.5714 0.46 0.51 0.57 0.6516 0.50 0.56 0.63 0.7018 0.54 0.61 0.68 0.8120 0.60 0.67 0.79 1.1724 0.78 0.94 1.14 1.5130 1.11 1.24 1.49 1.73

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

N21 Hot Equipment Insulation


Pipe Sizes (Inch)

Normal Hot (Excluding Flanges & Valves)

Traced & Chilled Water Includes

Flanges & Valves

1/2 thru 1 1/2

Pipe Size (Inch)


1 1/2 0.39 0.42 0.78 1.042 0.41 0.44 0.81 1.04

2 1/2 0.44 0.47 0.84 1.103 0.48 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 beapproximately 1.1.

For equipment with a large number of nozzle or stiffener rings, use afactor 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 aboverates, which will exclude the jacket.

N22 Cold Equipment Insulation



1 1/2 0.88 0.95 1.76 2.342 0.92 0.99 1.82 2.41

2 1/2 0.99 1.06 1.89 2.483 1.08 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 ofmulti-layer work.

For each inner layer of multi-layer work, use 30% of aboverates, which will exclude the jacket, vapor-barier and mastic work.

N30 Fireproof Vessel Skirts

Usually required on skirt of all vertical vessels containing liquidhydrocarbons. Area includes outer surface and inner surface asrequired by specifications.

Thickness (Inch)

Thickness (Inch)

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 equipmentcontaining liquid hydrocarbons and is within process plant battery limits.

Poured-in-place concrete Allow 60 MH/CYJoints by hand Allow 12°MM/SF

Intumescent Paint2 Hour = 1/2" Thick build Up Allow .06 MH/SF3 Hour = 1 1/16" Thick Build Up Allow .13 MH/SF

N50 Miscellaneous FireproofingEvaluated on an

Includes labor lost for the fireproofing Individual Job basisof miscellaneous items such as conduitand/or conduit supports or raceways andInstrument turbines and/or turbinessupports or raceways.

N60 SoundproofedEvaluated on an

(Y10) Insulation Scaffolds) Individual Job basisThat portion of the scaffolding manhours(Y10) attributable to insulationfireproofing may be estimated at zerosince, for this letter account only,scaffolding manhours are included in allunit rates above.

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


0.590.670.720.851.231.531.82

3 1/2" Thick

Allow 0.2 MH/SF

"P" - ELECTRICAL

GENERAL

These standard provides the estimator a referance tools to developestimates. When the manhour units are used for the installation ofelectrical equipment and materials, the following must be considered:

1 Type of construction2 Position relative to the ground level3 Concentration of work in the area4 Quantities5 Weight6 Associated items of material.

Includes

Installation of all electrical materials.

Distribution, power and control, emergency, lighting, fire alarm andcommunication equipment.

Interconnecting conduit, tray, wire and cable.

Grounding, cathodic protection, electric heat tracing and overheaddistribution systems.

Excludes

Electrical equipment foundations.

Conduit racks and supports between pipe atanchions, when detailed andlocated on structural drawings.

Motor drivers.

Fences around Electrical equipment.

Electrical services in buildings, if subcontracted.

Temporary electrical facilities.

Excavation and concrete work.

Control CodeP-10 ELECTRICAL EQUIPMENT Fld. Lbr. Code

P-11 Distribution Equipment

and testing of the following electrical equipment: High voltagemaster substations, power transformer, 15 KV switchgear,distribution transformer associated with power distributionsystem (see Control Code P-50) and all device for thedistribution and control of electrical power to plantsubstations.

ExcludeMotorLighting TransformersAll wire and cable connectionsSmall Transformers on poles.

High Voltage Master Substation UNIT MANHOURSI-beam and/or box steel structures 15.00Lattice steel structures 35.00

15 KV METALCLAD SWITCHGEAR MANHOURS/EACHIndoor

500 MVA-1200 A ACB-2000 A ACB 60.00750 MVA-1200 A ACB-2000 A ACB 65.001000 MVA-1200 A ACB-2000 A ACB-3000 A ACB 95.00Starters-Full Voltage Induction +15Starters-Reduce Voltage Induction +30Generator-ACB and Control +30Starters-Full Voltage Synchronous +30Starters-Reduced Voltage Synchronous +60600 A Fused Switch-1200 A Unfused Switch 25.001200 A Fused Switch 30.00


MH/EA WT-LBS112 1/2 KVA 32 2,900150 KVA 36 3,100225 KVA 44 4,000300 KVA 51 5,000500 KVA 65 7,000750 KVA 78 10,000

1,000 KVA 90 12,0001,500 KVA 110 15,0002,000 KVA 125 16,0002,500 KVA 140 19,0003,750 KVA 170 27,0005,000 KVA 195 33,0007,500 KVA 235 43,000

10,000 KVA 270 46,000

Includes all labor cost associated with the handling, setting

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

12,000 KVA 295 55,00015,000 KVA 327 65,00020,000 KVA 375 91,00025,000 KVA 417 106,00030,000 KVA 455 130,000

MH/EAFused Primary Switch (on XFMR) +10Transition Connection 30Throat Connection 50Neutral Grounding Resistor 30Metal-Clad Primary Fused Switch ( 5KV & 15KV ) 30Disconnect & Remove Existing Transformer 40% above MH'sRemove Bushings & Pressurize for Storage 30% above MH's


AMPACITY MH/LF Bus600V 5KV 15KV

800 0.80 1.20 1.401200 0.90 1.40 1.601600 1.15 1.70 2.002000 1.30 2.00 2.303000 1.90 3.00 3.404000 2.50 4.00 4.60

P-12 Distribution Equipment (Continued)

Includes all labor cost associated with the handling, settingand testing of the electrical equipment: 5 KV and 600 Vswitchgear, 5 KV and 600 V motor control centers, motorstarters and circuit breakers, local controls (e.g., pushbuttonsstations), power distribution panel boards.

MANHOURS/EACHIndoor

5 KV METALCLAD SWITCHGEAR75 MVA-1200 A ACB 30250 MVA-1200 A ACB-2000 A ACB 45350 MVA-1200 A ACB-2000 A ACB-3000 A ACB 60Starters-Full Voltage Induction +10Starters-Reduced Voltage Induction +20Generator-ACB and Control +20Starters-Full Voltage Synchronous +20Starters-Reduced Voltage Synchronous +40600 A Fused Swith-1200 A Unfused Switch 201200 A Fused Switch 25

Control Code

BUS DUCT - Three Phase, Non-segregate

P-12 Power And Control Equipment (Continued) Fld. Lbr. Code


225 A ACB 150 HP Max 9600 A ACB 400 HP Max 111600 A ACB 1000 HP Max 182000 A ACB 243000 A ACB 304000 A ACB 40Starters-Full Voltage Induction +5Starters-Reduced Voltage Induction +10Generator-ACB and Control +10

MOTOR CONTROL CENTER - CUBICLE TYPE 2300V and 4160VMANHOURS/EACH

2300V MCC 4160V MCC200MVA 400MVA

Indoor FULL VOLTAGE NON-REVERSING-INDUCTION

200 A 700 HP 1250 HP 25400 A 1500 HP 2500 HP 30700 A 2500 HP 4500 HP 35

FULL VOLTAGE REVERSING-INDUCTION200 A 700 HP 1250 HP 35400 A 1500 HP 2500 HP 40700 A 2500 HP 4500 HP 45REDUCED VOLTAGE NON-REVERSING-INDUCTION

200 A 700 HP 1250 HP 40400 A 1500 HP 2500 HP 45700 A 2500 HP 55700 A 4500 HP 60

REDUCED VOLTAGE REVERSING-INDUCTION200 A 700 HP 1250 HP 50400 A 1500 HP 2500 HP 60700 A 2500 HP 4500 HP 65FULL VOLTAGE NON-REVERSING-SYNCHRONOUS

200 A 700 HP 1250 HP 35400 A 1500 HP 2500 HP 40700 A 2500 HP 4500 HP 45

REDUCED VOLTAGE NON-REVERSING-SYNCHRONOUS200 A 700 HP 1250 HP 45400 A 1500 HP 2500 HP 55700 A 2500 HP 4500 HP 60

MANHOURS/EACHIndoor

600 V MOTOR CONTROL CENTER - CUBICLE TYPE AND PREFABRICARED SWITCHRACKFULL VOLTAGE NON-REVERSING

Size 1 1 x 20" Wide 10 HP Max 3

2 2 x 20" Wide 25 HP Max 43 2 x 20" Wide 50 HP Max 64 2 1/2 x 20" Wide 100 HP Max 95 3 1/2 x 20" Wide 200 HP Max 166 6 x 30" Wide 400 HP Max 22

FULL VOLTAGE REVERSINGSize 1 1 1/2 x 20" Wide 5

2 1 1/2 x 20" Wide 63 4 x 20" Wide 144 4 1/2 x 20" Wide 165 6 x 20" Wide 186 6 x 40" Wide 30

REDUCED VOLTAGE NON-REVERSINGSize 2 3 1/2 x 20" Wide 14

3 4 x 20" Wide 164 4 1/2 x 20" Wide 185 6 x 20" Wide 20

6 12 x 2 @ 30" Wide 38TWO-SPEED FULL VOLTAGE NON-REVERSING

Size 1 1 1/2 x 20" Wide 52 2 1/2 x 20" Wide 93 4 x 20" Wide 144 4 1/2 x 20" Wide 165 6 x 20" Wide 186 6 x 30" Wide 22


100 A 1/2 X 20" Wide 3 4 5225 A 1 x 20" Wide 5 6 7400 A 2 x 20" Wide 8 10 12600 A 2 x 20" Wide 9 11 13800 A 2 1/2 x 20" Wide 13 16 19

1000 A 2 1/2 x 20" Wide 14 17 201200 A 2 1/2 x 20" Wide 16 19 22

SWITCHGEAR TYPE225 A 3 x 20" Wide 11 15 19600 A 3 x 20" Wide 13 17 21

1600 A 6 x 30" Wide 30 40 50

Local Control MANHOURS/EACH

600 V Individual MountedCombination Starters-FVNR

Size 1 2 6 72 3 8 9

AIR CIRCUIT BREAKERS MOLDED CASE TYPE

Support Units

Indoor NEMA 1 &

2WP NEMA

3 & 4

3 4 12 154 6 20 255 10 30 35

Combination Starters-FVNRSize 1 3 8 9

2 4 10 123 5 15 184 7 25 305 11 35 40

Circuit Breakers Molded Case TypeFrame F 100A 1 5 6

J 225A 2 8 9K 400A 2 10 12L 600A 2 12 15M 800A 3 15 18

Power TypeAK-15 225A 4 10 12AK-25 600A 4 12 15AK-50 1600A 5 15 20AK-75 3000A 7 30 35

AK-100 4000A 8 45 50AL-100 6000A 10 60 65Starter FV +1 +5 +8Starter FV +60% +40% +40%

Push Buttons 1 2 3Weld Receptacle w/ 100A CB 2 6 7Weld Receptacle w/ 225A CB 2 9 10

Note:Add support MH's 1 Unit MH MH(31 Steel) 3.00 3.50

Equipment Support Fabrication & Erection

Unistruct 150 MH/TonLight Steel 250 MH/Ton

Control CodeP-13 Emergency and Standby Equipment Fld. Lbr. Code

Includes all labor costs associated with handling, setting andtesting of the following electrical equipment: Emergencygenerators, static inverters and an interrupted power supply(UPS) system (including batteries and battery chargingfacilities).

Diesel GeneratorsSize MANHOURS/EACH

100-500 KW 300550-1000 KW 600

1100-2000 KW 9002100-3000 KW 12003100-4000 KW 1400

Batteries & RacksSize MANHOURS (per cell)

40-80 Amp-Hr 1.5100-160 Amp-Hr 2200-360 Amp-Hr 2.5400-580 Amp-Hr 3600-960 Amp-Hr 4

1000-1800 Amp-Hr 5Battery Chargers

Sizes MANHOURS/EACH15-30 Amps 25

35-100 Amps 40150-200 Amps 50300-400 Amps 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 streetlighting and area flood lighting.

Ecludes pole mounted lighting system transformers, polemounted light standards (see Control Code P-50). Illuminatorfor gauge glass (with "J" Acct.). Supports, and building lightsif subcontracted.

Transformers10, 480 V - 120 / 240 V 30, 480 V - 208 / 120 V

KVA MH/EA WT-LBS KVA MH/EA WT-LBS3 6 83 3 6 705 7 116 6 8 150

7.5 9 140 9 10 26010 10 160 15 12 38015 12 250 30 17 50025 16 320 45 21 650

37.5 19 430 75 26 85050 22 600 112.5 32 125075 26 750 150 36 1500

100 30 1150 225 44 2700167 38 1550 300 51 2800

PanelsMANHOURS/EACH

Indoor In MCC's4 5 7 10 46 7 9 14 58 9 12 18 6

12 12 16 24 816 15 20 30 1020 18 24 36 12

No. of Circuits

Weather Proof

Explosion Proof

24 21 28 42 1430 26 35 1736 31 41 2142 36 48 24

FixturesMANHOURS/EACH

XPIncandescent to 500W 1 2 3Fluorescent 4' - 4 Tube 3 4 5Fluorescent 8' - 4 Tube 9 12 6MV and Ballast - 1500W 4 5 6MV and Ballast - 1000W 3 4 5MV and Ballast - 500W 2 3 4Floodlight - 1500W 8 12 14Floodlight - 1000W 6 10 12Floodlight 500W 4 8 10Luminaire - Incandescent 3Luminaire - Mercury Vapor 4Emergency Battery Light 4 6Obstruction Beacon 50Obstruction Light (Dual) 10

DevicesMANHOURS/EACH

Indoor WP-VP XPReceptacle (110V) 1 1.5 2Switch 1 1.5 2Time Switch or Photo Cell 2 3 4Contactor (Oil Switch) 6 8C.C. Transformer (10-25KVA) 10 10Ballast (External) 1 2 3Gooseneck Stanchion 4 4Pole or Standard 10Mast Arm 5Thompson Hanger 10 20

P-15 Other Electrical Equipment

Includes all labor costs associated with the handling,installing and testing of: Fire alarm equipment (central andremote), sound powered phones, signal horns, PBX consoles andoutlets, intercoms, paging devices, sirens.

P-20 CONDUIT AND CABLE RACEWAYS

P-211 Install Rigid Metallic Conduit Above Ground

cutting, threading, bending of all above ground metallic conduit(aluminum and/or bare or plastic coated steel, flexible andrigid) including fittings, couplings, elbows, bushings,condulets, ericksons, unions, outlet boxes and unistruts and supports.

Open Indoor

Recessed WP-VP

Includes all labor associated with handling, layout, measure,

when detailed on structural drawings, terminal and pullboxes (12 inches and larger) (see Control Code P-29).

P-211 A/G CONDUIT - RIGID METALLIC

MANHOURS/LF

Size (Inch) A/G RGS A/G ALUM A/G RGS A/G ALUM A/G RGS1/2 0.29 0.22 0.26 0.20 0.233/4 0.31 0.23 0.28 0.21 0.251 0.34 0.25 0.31 0.23 0.28

1 1/4 0.39 0.28 0.35 0.25 0.321 1/2 0.43 0.30 0.39 0.27 0.35

2 0.54 0.36 0.49 0.33 0.442 1/2 0.68 0.44 0.62 0.40 0.56

3 0.86 0.54 0.78 0.49 0.703 1/2 1.08 0.64 0.98 0.58 0.88

4 1.30 0.76 1.18 0.69 1.065 1.75 1.02 1.59 0.93 1.436 2.20 1.32 2.00 1.20 1.80

1 & Under 0.32 0.24 0.29 0.22 0.261 1/4 - 2 0.47 0.33 0.43 0.30 0.38

2 1/2 & Over 1.26 0.74 1.14 0.67 1.03All Sizes 0.42 0.30 0.39 0.27 0.34Flexible 0.70 0.70 0.45 0.45 0.35

Plastic Coated RGS Conduitand Flexible Metallic Conduit Tray System Dropout ConduitMH of RGS Conduit x 1.20 MH of A/G Conduit x 1.30

Above manhours include allsupports and brackets.

"Rack-Bank" MH RGS Conduit x 0.60

Control CodeP-212 Install Rigid Metallic Conduit Underground Fld. Lbr. Code

metallic conduit into a below grade "Duct Bank" along with its

installation of required supports and/or spacers.

and S-12) and the concrete envelope (Code Q-73).

P-212 U/G CONDUIT - RIGID METALLIC

MANHOURS/LF MANHOURS/LF

Excludes large multiple conduit races between pipe stanchions,

X P Hazardous V P Semi - Hazardous W P Non - Hazardous

Inscludes all labor associated with handling and installing rigid

couplings and fittings. Also includes the risers to the grade and the

Excludes the excavation and backfill of the duct bank (Codes S-11

Size (Inch) Size (Inch)1 & Under 0.09

1 0.09 0.08 0.07 1 1/4 - 2 0.131 1/4 0.10 0.09 0.081 1/2 0.11 0.10 0.09

2 0.14 0.13 0.12 2 1/2 & Over 0.392 1/2 0.19 0.17 0.15

3 0.25 0.23 0.21 All Sizes 0.123 1/2 0.32 0.29 0.26

4 0.40 0.36 0.325 0.57 0.52 0.476 0.76 0.69 0.62

Plastic Coated RGS ConduitMH of RGS Conduit x 1.20

Control CodeP-23 Non-Metallic Conduit Fld. Lbr. Code

required supports, spacers, and adapters.

CONDUIT - NON - METALLIC - SHORT, BRANCH CIRCUIT TYPE RUNSMANHOURS/LF MANHOURS/LF

Size (Inch) A/G PVC U/G PVC Size (Inch) A/G PVC U/G PVC1/2 0.15 1 & Under 0.17 0.053/4 0.16 1 1/4 - 2 0.22 0.091 0.18 0.05 2 1/2 & Over 0.50 0.24

1 1/4 0.20 0.06 All Sizes 0.21 0.081 1/2 0.21 0.07

2 0.25 0.102 1/2 0.30 0.13

3 0.36 0.163 1/2 0.43 0.20

4 0.51 0.255 0.68 0.346 0.89 0.45

MANHOURS/LF

Size (Inch)2 0.07 0.10 0.03 0.053 0.08 0.11 0.04 0.064 0.10 0.14 0.05 0.075 0.12 0.17 0.06 0.086 0.15 0.20 0.08 0.10

All Sizes 0.09 0.12 0.04 0.06

X P U/G RGS

V P U/G RGS

W P U/G RGS

X P U/G RGS

Includes all labor associated with handling and installingnon-metallic conduit (transite, plastic) and fittings. Includes

DUCT - NON - METALLIC - UNDERGROUND - LONG, FEEDER TYPE RUNS

Type I Korduct

Type II Transite

ABS I Plastic

ABS II Plastic

adapters.

Control CodeP-24 Thinwall Metallic Conduit Fld. Lbr. Code

installation of thinwall metallic conduit and the requiredcondulets, pull boxes (12 inch and smaller), straps, andhangers, unistruts and supports.

code P211) and terminal and pull boxes (12 inch and larger) (see ControlCode P-29).

CONDUIT - THINWALL METALLICNon-Hazardous Area Hazardous Area

Size (Inch) A/G EMT Size (Inch) A/G EMT

1/2 0.16 1 & Under 0.183/4 0.17 1 1/4 - 2 0.261 0.19 2 1/2 & Over 0.59

1 1/4 0.21 All Sizes 0.231 1/2 0.24

2 0.302 1/2 0.39

3 0.503 1/2 0.61

4 0.72

5% should be added to the above manhours to cover unistruts and support.

Control CodeP-25 Cable Trays and Channels Fld. Lbr. Code

installation of cable trays and channels with fittings,brackets, covers and supports.

when detailed on structural drawings.

Cable tray and Channel - Galvanized Steel, Ladder type with 10inch support spacing.

Size (Inch) Tray MH/LF6 0.570 0.0859 0.640 0.11012 0.700 0.13018 0.790 0.170

Includes labor to install conduit, fittings, supports, spacers and

Excludes earthwork and concrete work.

Includes all labor costs associated with the handling and

Excludes the labor costs of flexible conduit and fitting, (see

Includes the labor cost associated with the handline and

Excludes large multiple tray supports between pipe stanchions

Cover MH/LF

24 0.950 0.18036 1.420 0.210

4 Channel 0.500Divider 0.080

Aluminum Tray MH of Steel Tray x 0.85FRP 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, lightingtransformers, panels, terminal boxes, pull boxes, local controlstations and other electrical devices.

TERMINAL BOX/PULL BOXES - Surface MountingMANHOURS/EA

size (Inch) NEMA 1 NEMA 4 NEMA 76 x 6 x 4 1.5 2.5 4.8

16 x 16 x 8 3.5 7.5 16.224 x 74 x 8 or larger 8 19.2 32

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

Control CodeP-30 WIRE AND CABLE Fld. Lbr. Code

P-31 600V AND 1000V wire and cable (Excluding Connections)

and under wire and cable for power and control circuits andlighting circuits, including direct burial cable and ground wirewhwn pulled in raceway system. Connections are included withcode P-34. Manhour units include meggering phasing and the useof installation materials,

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 TRAYMANHOURS/LF MANHOURS/LF

size (Inch) 1/C 3/C size (Inch) 1/C 3/C14 0.010 0.250 3/0 0.043 0.09312 0.011 0.028 4/0 0.049 0.11010 0.012 0.031 250 0.055 0.120

Inscludes the labor cost for handling and installing all 1000V

Excludes labor cost of electronic and thermocouple wire and

8 0.014 0.031 300 0.010 0.1306 0.017 0.042 350 0.067 0.1454 0.021 0.049 400 0.073 0.1602 0.025 0.058 500 0.083 0.1801 0.029 0.064 600 0.095 0.200

1/0 0.033 0.073 750 0.110 0.2302/0 0.038 0.082 1000 0.140 0.300

size (Inch) MH/LF size (Inch) MH/LF size (Inch) MH/LF1/C 0.010 5/C 0.034 18/C 0.0602/C 0.025 7/C 0.037 24/C 0.0703/C 0.028 9/C 0.045 36/C 0.0804/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

MANHOURS/LF MANHOURS/LFsize (Inch) 3/C size (Inch) 3/C

14 0.055 3/C 0.15012 0.060 4/C 0.16010 0.065 250 0.1708 0.070 300 0.1806 0.075 350 0.1854 0.090 400 0.1902 0.100 500 0.2001 0.110 600 0.210

1/C 0.120 750 0.2402/C 0.130 1000 0.310

size (Inch) size (Inch) size (Inch)5/C 0.070 18/C 0.180

2/C 0.050 7/C 0.090 24/C 0.2103/C 0.055 9/C 0.130 36/C 0.2404/C 0.060 12/C 0.150 48/C 0.270


Direct Burial Cable-MH of Interlocked Armor x 0.70

Control CodeP-32 5KV and over wire cable (Excluding Connections) Fld. Lbr. Code

Includes the labor cost for handling and installing all wire andcable in 5KV and over power circuits including direct burial

CONTROL - 14 RUBBER INSULATED NEOPRENE JACKET-INSTALLED IN CONDUIT AND TRAY



MANHOURS / LF

MANHOURS / LF

MANHOURS / LF

cable and ground wire when pulled in raceway system.Connections are included with code P-35. Manhour units includemeggering and phasing and the use of installation materials.

Excludes the labor cost to string wire or cable associated withoverhead (I.e., pole line) distribution systems.


size (Inch) 5 KV Non-Shielded 5 KV Shielded 15 KV Shielded1/C 3/C 1/C 3/C 1/C

8 0.023 0.048 0.030 0.0486 0.026 0.063 0.036 0.0634 0.030 0.067 0.041 0.0672 0.034 0.076 0.045 0.076 0.0641 0.037 0.080 0.048 0.080 0.066

1/0 0.042 0.090 0.053 0.090 0.0722/0 0.047 0.100 0.058 0.100 0.0793/0 0.052 0.115 0.066 0.115 0.0854/0 0.058 0.130 0.073 0.130 0.093250 0.065 0.140 0.078 0.140 0.100300 0.071 0.150 0.085 0.150 0.105350 0.077 0.165 0.092 0.165 0.110400 0.083 0.180 0.098 0.180 0.120500 0.095 0.200 0.110 0.200 0.130600 0.105 0.220 0.120 0.220 0.140750 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 0.70Distribution ( 1000' ) Runs-MH of Insulated/Jacketed x 0.70Ground Wire - MH of 600X Wire.

MANHOURS/LFsize (Inch) 5KV 3/C 15KV 3/C

8 0.085 0.1206 0.100 0.1404 0.110 0.1502 0.125 0.1601 0.135 0.165

1/0 0.140 0.1702/0 0.150 0.1753/0 0.160 0.1804/0 0.170 0.185250 0.180 0.190300 0.190 0.200350 0.195 0.220400 0.200 0.240500 0.210 0.260600 0.230 0.280

POWER - INSULATED-STEEL/ALUMINUM

INTERLOCKED ARMOR-INSTALLED IN TRAY

750 0.260 0.3101000 0.330 0.380

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

Control CodeP-33 Electronic and Thermocouple Wire and Cable (Excluding Connections) Fld. Lbr. Code

Includes labor costs for handling and installing single pairwire and multi-pair cable for electronic signal transmissionsystems associated with instrumentation and communicationcircuits and thermocouple wire associated with remote readingand controlling temperature devices. Includes the use ofinstallation materials.

1 Pr 0.020 0.0254 Pr 0.030 4 Triples 0.0356 Pr 0.035 12 Triples 0.0658 Pr 0.040 16 Triples 0.080


1 Pr4 Pr 0.050 4 Triples 0.0556 Pr 0.055 12 Triples 0.1108 Pr 0.060 16 Triples 0.140



THERMOCOUPLE AND ELECTRONIC INSULATED/SHIELDED/JACKETED - INSTALLED IN

CONDUIT OR TRAY

MANHOURS / LF

MANHOURS / LF

(3/C) 1 Triple

INSULATED - STEEL/ALUMINUM INTERLOCKED ARMOR-INSTALLED IN TRAY

MANHOURS / LF

MANHOURS / LF

(3/C) 1 Triple

Control CodeP-34 Connections - 600V and 1000V Wire and Cable Fld. Lbr. Code

associated with power, control and lighting circuits to theirterminals, attaching markers and lugs, splicing (if required),installing cable glands and the ringout of each conductor.

MANHOURS/EAInsulated/Jacketed Type

1/C Wire Lug 0.35M/C Cable Gland 2M/C Power Splice 4M/C Control Splice 5

Interlocked Armor Type3/C Power (Gland and Lugs) 3M/C Control (Gland and Lugs) 43/C Power Splice 6M/C Control Splice 7

Control CodeP-35 Connections - 5 KV and Over Wire and Cable Fld. Lbr. Code

circuits to their terminals,attaching markers and lugs, splicing(if required), installing cable glands, potheads, and stresscones, and the ringout of each conductor.

Insulated/Jacketed TypeMANHOURS/EA MANHOURS/EA

5KV 1/ C 1.3 15KV 1/C

1/ C 3 1/C

1/ C 5 1/C1/ C Pothead 3 3/C3/C Pothead 6 3/C3/C Cable Gland 3 1/C

1/C 4 3/C

Includes the labor to connect 600V and 1000V wire or cable

Excludes connections for overhead (e.g., pole line) distribution.

Includes the labor to connect all wire and cables 5 KV and over

Excludes connections for overhead (e.g., pole line) distribution

Non-Shield Lug



Non-Shield Splice

1/C Shield Splice 7 1/C

3/C 103/C Shield Splice 18

1/ C 2

Interlocked Armor TypeMANHOURS/EA MANHOURS/EA

5KV 3/ C 6 15KV 3/ C

3/ C 9 3/ C

3/ C 12 3/ C

3/ C 14

Control CodeP-36 Connections - Electronic and Thermocouple Wire and Cable Fld. Lbr. Code

and the thermocouple wire and cable to their terminals, attachingmarkers and lugs, splicing (if required), installing cable glandsand the ringout of each conductor.

Insulated Type MH/EA Interlocked Armor Type1/C Wire Terminal 0.35 1/C1/C Shield Terminal 0.35 M/CM/C Cable Gland 2.00

P-39 Wire and Cable Installation Materials

Includes the labor cost for pre-fab concrete pull boxes forunderground wire and cable system.

P-40 ELECTRICAL SYSTEMS

P-41 Grounding

Non-Shield Splice


Non-Shielded (Gland & Lugs)



Shielded Splice

Includes the labor to connect all electronic signal transmissions

associated with electric grounding system such as: Wire andcable,cadwell and clamp connections, ground rods, groundwells, copper ground plates, lightning rods and arrestors.

GROUNDING SYSTEM - .20 MH/LF COMPLETEP-42 Cathodic Protection

Includes the labor costs for handling and installing all itemsassociated with a cathodic protection system such as: Anodes,rectifiers, wire and cable, etc.

P-43 Electric Heat Tracing

with an electric heat tracing system such as: the heat tracerwire, heat conducting mastic, tracer wire banding, controlsthermostats, power/splice junction boxes, tapes, end seals, andsystem test and checking.

conduits from distribution panels to terminal box (Code P-21) andthe terminal box (Code P-29), wire from the panel to the terminalbox (Code P-31) and all connections (P-34).

MANHOUR/LFAuto-Tracer, self limiting 0.05

MANHOUR/EAThermostat assembly 3.00Power/Splice Junction Boxes 1.50End Seal 0.50Tape 0.20

P-50 Overhead (Pole Line) Distribution

installing all items associated with overhead distributionsystem such as: Towers, poles, street lighting fixturesattached to poles, cross arms, pole line hardware, guy wire andguy anchors, pole mounted transformers, disconnect switches,lightning arrestors, pots and aerial wire or cable.

of non-aerial wire or cable (Code P-31 or P-32).

P-80 Overhead (Pole Line) Distribution

cable. The Checking, meggering, bumping for rotation check andrunning-in of electric motors is normally charged to the majorequipment account. When not supplied by the equipment vendor,

Includes the labor cost of handling and installing all items

Excludes Earthwork.

Includes the labor cost to handle and install items associated

Excludes transformers and power distribution panels (Code P-14),

Includes the subcontract and labor cost for handling and

Excludes street lighting fixtures (Code P-14) and the labor cost

Includes all labor associated with the hipotting of high voltage

then allowance should be made for testing of motor as indicatedbelow.

H.V. Cable - (Hipot) MH/EA5KV & 15KV - 1/C 5.00

Electrical Motors MH/EA600V 8.005KV 40.0015KV 300.00

Motor Drivers

driven equipment. If motors are to be purchased separately fromthe driven equipment, they will be requisitioned against M/R No.P-90*.

(Y10) ELECTRICAL Scaffolding

That portion of the scaffolding manhours (Y10) attributable toelectrical may be estimated at:

4% of total P manhours

Motor Drivers will be included with the control code of the

Fld. Lbr. Code

P-11

UNIT MANHOURSMH/TONMH/TON

MANHOURS/EACHOutdoor Walk-in

65.00 75.0070.00 80.00

100.00 115.00+15 +15+35 +45+35 +45+35 +45+70 +90

30.00 40.0035.00 45.00

Fld. Lbr. CodeP-11

40% above MH's30% above MH's

Fld. Lbr. CodeP-11

P-12

MANHOURS/EACHOutdoor Walk-In

40 4545 5560 70

+10 +10+30 +35+30 +35+30 +35+60 +7025 3030 35

Fld. Lbr. CodeP-12


11 1313 1522 2629 3436 4250 60+5 +5

+12 +14+12 +14

2300V and 4160VMANHOURS/EACH

Outdoor Walk-In

25 3535 4540 50

35 4545 5550 60

40 5550 6560 7565 80

50 6565 8070 85

35 4545 5550 60

45 6060 7565 80

MANHOURS/EACHOutdoor Walk-In

600 V MOTOR CONTROL CENTER - CUBICLE TYPE AND PREFABRICARED SWITCHRACK

4 5

5 68 10

12 1521 2630 38

7 98 10

19 2421 2624 3040 50

19 2421 2624 3026 32

50 62

7 912 1519 2421 2624 3030 38

MANHOURS/EACH

811

XP NEMA 7 & 9

183040

1115233550

711151823

48

12

MH4.00

Fld. Lbr. CodeP-13

P-15

P-20

P-21

MANHOURS/LF

A/G ALUM0.180.190.210.230.240.300.360.440.520.620.841.080.200.260.600.230.35

Tray System Dropout Conduit

Fld. Lbr. CodeP-22

P-22

MANHOURS/LF

W P Non - Hazardous

0.08 0.070.12 0.11

0.35 0.31

0.11 0.10

Fld. Lbr. CodeP-23

V P U/G RGS

W P U/G RGS

Fld. Lbr. CodeP-24

Fld. Lbr. CodeP-25

Fld. Lbr. Code

P-31

Fld. Lbr. CodeP-32


15 KV Shielded3/C

0.1100.1200.1300.1400.1500.1700.1700.1800.2000.2200.2500.2700.3000.370

Fld. Lbr. CodeP-33

Fld. Lbr. CodeP-34

Fld. Lbr. CodeP-35

Insulated/Jacketed TypeMANHOURS/EA

5

7

Pothead 4Pothead 8Cable Gland 4Shield Splice 10

Shield Splice 28



3

Interlocked Armor TypeMANHOURS/EA

13

17

20

Fld. Lbr. CodeP-36

Interlocked Armor Type MH/EAWire Terminal 0.35Cable Gland 3.00

P-41




Shielded Splice

P-42

P-43

P-50

P-80

"Q" - CONCRETE

GeneralIncludes All Piling , Concrete Foundations, Trenches, Pits, Sumps , Basins

IncludesFabricating, 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.

ExcludesConstruction 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/TONIncludes

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 0.1 MH/SFAll 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 1 MHRS/CY

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 Concrete2 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 ConcreteIncludes 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 ConcreteIncludes 2 MHRS/CY

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 for 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 ConcreteIncludes the installed quantity only of "Q" - CONCRETE

concrete work such as paving, cast in place manholes and catch basins, electric cable envelopes, curbs and gutters, ongrade pipe sleepers, underground pipe anchor blocks, concrete trenches,retaining walls, footings or piers forstiles, and slabs (see Code Q7X for the labor for this quantity).

FURNISH AND PLACE REINFORCING STEEL

Q-21 Place Foundation Rebar20 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 permanentplant equipment foundations, footings forstructures and pipeways, and cassions.

Q-22 Place Structural Rebar10 MHR/TON

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 ofcast-in-place concrete pipeways.

Q-23 Place Building Substructure Rebar20 MHR/TON

Includes the labor for the delivery from a storage area of prefabricated rebarand/or placing, welding and tieing of all straight or bent rebar and welded wirefabric 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 thecolumn, beams, elevated walls and floors 10 MHR/TONof buildings normally shown on "R"drawings.


Includes the quantity only of the rebarassociated with concrete items precast onsite by Bechtel labor. The labor for thisoperation is included in control code Q-62.


Includes the installed quantity only of rebar for "Other Concrete Work". Seecontrol code Q-17 for listings of itemsin this category.

FURNISH FORMING, PLACE FORMING, ANCHOR BOLTS, EMBEDDED METAL

Q-31 Place and Strip Foundation Forms MH/SF 5-31

0.2 MH/SFIncludes 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 Forms0.25 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 0.2 MH/SF

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

Q-34 Place and Strip Building SuperstructureForms0.6 MH/SF

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 anchorbolts and embedded metal, placing screedsfor 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 codeQ-17 for listing of items in this category.

Q-40 Furnish Anchor Bolts and Embedded Metal

Includes the material cost only of anchorbolts, anchor bolt sleeves, and other embedded metal. Excludes the labor to place, align and secure anchor bolts andembedded metal (with Q-31-34).

PRECAST CONCRETE ITEMS,Q-61 Place Concrete

1.5 MHR/CYIncludes all labor associated with thePouring, finishing and delivering the setup concrete to a curing area and curing operations while in said area.

Q-62 Rebar for Precast Concrete 10 MHRS/TON

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 Concrete0.18 MH/SF

Includes all labor associated with the placing, removing and readying for reuseall formwork required for precast concrete items. Also includes the labor to place, align secure anchor boltsand other embedded metal.

Q-69 Place Precast Structural Concrete Items Columns 10

Includes labor to deliver all precast & Beamsstructural 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).

Bents 5OTHER CONCRETE WORK

4"-6"- 0.1

Includes all labor associated with 8''-10" - 0.14

concrete paving such as fabrication and placing and stripping of header boards and screeds, placing of water stops andvapor barriers. expansion joints, placingand tieing of rebar or welded wirefabric, rebar chairs, and the placing,finishing and curing of the concrete. Includes required weather protection operations such as straw coveringwatering, etc.

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

"Q" - CONCRETE

Q-72 Miscellaneous Cast in Place Concrete- 15 MHR/CY 12" wall - 15

Includes all labor associated with the 8" wall - 20

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,pipe sleepers, etc.

Q-73 Place U/G Electrical Conduit Envelope4 MHR/CY

Includes all labor associated with the formwork, rebar and pouring of concrete for conduit envelopes.

Q-74 Place Seal Slabs5 MHR/CY

Includes all labor associated with the placing of concrete seal slabs.

Q-75 Place All Other Concrete 15 MHR/CY

Includes all labor associated withforming, placing of rebar and pouring ofall other concrete not covered elsewhere, such as footings and piersfor stiles, hose sheds, instrument shelters.

Q-90 Furnish Shims and Grout

Includes the material cost only of shimstock and grouting materials such ascement, sand, "embeco" and other field

Q-71 Place Concrete Paving

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 .


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 placeConcrete Structures

Formwork

Rebar - Fabricate and Install

Concrete Work

Embedded Metal

R&C Average (22 SF + 0.15 TON + 11 LB) 22.00

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-67MHRS/CY Q-69

MHRS/CY

MHR/SF Q-71

MHR/SF

"Q" - CONCRETE

MHR/CY

MHR/CY

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

15.00 MH/ACREIncludes the subcontract and/or labor 25.00 MH/ACREcost to clear and grub the constructionsite including the area which will beused for temporary facilities.

S-02 Stripping and Rough Grading

0.10 MH/CY0.10 MH/CY

labor cost associated with thestripping, and rough grading of the

fill operation required to bring thesite to design elevation includingdisposal of excess cut materials, thecost of imported fill material and thecompaction thereof. Essentially includesall operations performed by a large"belly-opening" scraper workingunassisted.

operations for specific items such asfoundation, tank dikes, undergroundsystem. Surface drainage ditches unlessincorporated into the site grading

S-03 Dewatering

Estimated on anIncludes all dewatering operations (well Individual Basis.points, etc.) for general drain age ofthe site as well as specific dewateringoperations.

S-11 Excavation

Includes the subcontract and/or laborcost for all excavation operations followingrough grading regardless of endusage. Included would be excavation forponds, lagoons, pits, foundationsunderground pressure piping, conduit,sewers and drains, ditches, etc., unlessperformed by an unassisted scraper (seeS-02).

U/G Pipes - Excavation, Disposal and BackfillOn Plot or Short Runs Off Plot Long Runs 1.50 MH/CY

0.75 MH/CYUnderground Conduit


Includes the subcontract and/or

construction site. Includes the cut and

Excludes the excavation and backfill

1.50 MH/CYFor small excavations (Foundations thatare individually excavated) usingbackhoes and the like, with some handdigging.

Excavation and DisposalBackfill & Compaction 0.50 MH/CY Excavated

0.90 MH/CY BackfillFor large bulk or mas excavationperformed by earthmoving equipment suchas dozers, scrapers and clamshells. Workinclude open pits, lagoons but notactivities similar to rough grading.

Excavation and DisposalBackfill and Compaction 0.20 MH/CY Excavated

0.40 MH/CY BackfillRemoval of rock or concrete by blastingor chipping

ChippingBlasting 5.00 MH/CY

1.00 MH/CYS-12 Backfill

see S-11 for unit rates.cost associated with backfilling theexcavations of control Code S-11.

hauling selected material to the area andthe compaction of the backfill.

S-20 Piling

and/or subcontract cost to furnish andplace bearing and/or uplift piling.

of caissons.

pile caps and the placing of rebar andconcrete in caisson excavation. These

control codes in the "Q" account.

Wood Pile 5.00 MH/EADrilled Caissons incl. Concrete Fill 3.00 MY/CYSteel or Concrete Piles 16.00 MH/EAWood Sheet Piles - Install & Remove 0.20 MH/SFSteel Sheet Piles - Install Piles 0.20 MH/SF

Install Wales (Steel Bracing) 20.00 MH/TONRemove Wales 5.00 MH/TONRemove Piles 0.10 MH/SF

S-31 Sewer and Drainage System


Excludes the cost of acquiring and

Includes the material, direct labor

Also includes the drilling and lining

Excludes forms, rebar and concrete for

cost are included with the appropriate

Includes all costs associated with thefurnishing and installation of sewer anddrainage piping regardless of materialsof construction (e.g., cast iron,vitrified clay, concrete pipe, carbonsteel pipe, corrugated metal pipe,etc.). Pertains to system normallyshown on "S" drawings.

Cast Iron Sewer Pipe to 10"12" to 24"over 24"

Non-Metallic PipeCorrugated Metal Pipe to 12" 0.50 MH/LF

15" to 30" 0.75 MH/LF36" to 48" 1.00 MH/LF54" to 72" 1.50 MH/LFover 72" 2.00 MH/LF

Carbon Steel Pipe - Use Standards in "L" Account

S-32 Precast Manholes and Catch Basins40 MH/EA

components associated with 60.00manholes and catch basins in sewer 20.00and drainage system and electrical 10.00manholes such as concrete cylinderpipe sections, cast-iron manhole covers

all labor to install the purchasedcomponents cited above and the setting intoplace items precast on site (see CodesQ-61 through Q-69).

S-41 Fine Grading(Hand) on Plot 0.030 MH/SF(Mach) off Plot 0.003 MH/SF

cost associated with the fine gradingoperations of the entire constructionsite including road network and parkingareas.

S-42 Place and Level Sub-base

and labor costs associated withfurnishing and placing of crushed rock,shell or other surface treatments ofroads, parking lots, tank pads, andother plant areas.

Includes the material cost of manufactured

and frames. Installation costs include



Rock or Shell Paving2" to 4" (Hand) (ON Plot) 0.02 MH/SF (Mach OFF Plot) 0.002 MM/SF6" 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 PavingSmall are as 2" topping 0.05

and labor costs associated withfurnishing placing and finishingasphalt paving for roads, parking lots,tank pads, dikes, lagoons, etc.

slopes, and other surfaces requiring

on "S" drawings.

Note:

Estimate base for A/C paving separately.S-51 Dikes

0.03

costs to place, form and compact dikesrequired for tank forms or other areasneeding earthen enclosures.

S-52 Fencing0.15

labor cost associated with furnishingand installing fencing along the siteperimeter, around parking lots andbuildings, substations, etc.

S-53 Railroad Trackage1.20

labor cost to install railroad trackageincluding ballast, ties, turnouts,and stops.

required to be done before placing ofballast. (With S-02)

S-59 LandscapingTo be estimated on anindividual basis.

and labor costs associated withlandscaping operations.

S-8* Miscellaneous Sitework


Includes oiling of dike and ditch

same. Work included is normally shown




Excludes earthwork and rough grading

Includes the subcontract, material

To be estimated on anindividual basis.

labor costs for other sitework operationspeculiar to a specific project

wooden stiles across tank dikes orgrade level pipeways, wooden pipesleepers at grade. (Expand as necessary.)


which are not covered above. Includes

Farm LandWooded

S-02Excavation & Disposal Backfill

S-03

S-11

S-12

S-20

S-31

S-32

MH/EA ManholesMH/EA CatchbasinsMH/EA Cleanouts

S-41

S-42

MH/SF S-43

MH/CY S-51

MH/LF S-52

MH/LF S-53

S-59

"Y" - OTHER AREA DIRECTS

Control CodeY-10 Erect and Dismantle Scaffolding Fld. Lbr. Code

Y-10

dismantling of all scaffolding required for direct laboroperations.

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 Zero or individually estimatedInstruments 3% of "J" A/C ManhoursPiping 7% of "L" A/C ManhoursSteelwork 1% of "M" A/C ManhoursInsulation 0% (Included in "N" rates)Electrical 4% of "P" A/C ManhoursConcrete 0% of "Q" A/C ManhoursBuildings 0% (included in "R" rates)Sitework 0% of "S" A/C Manhours

Y-20 Temporary Electrical Facilities Y-20

maintenance or temporary power facilities after initialinstallation within Direct Plant construction areas.

electrical facilities (with code 150).


Y-30 Clean-up Y-30

Direct Plant construction area.

operations which will be included with that operation andclean-up operations associated with Distributable Field costoperations (i.e., general type clean-up that cannot beallocated to a Direct Plant construction area.


Includes the labor only associated with the erection, moving and

Includes the labor only for the repair, relocation and

Excludes initial installation associated with temporary

Includes labor only associated with the general clean-up of a

Excludes the labor required for a particular direct labor

Description Unit Measure Amount ($)roadway gravel CY. 10.8012" water line w/ fittings LF. 20.108" water line w/ fittings LF. 14.9512" gate valve EA. 695.008" gate valve EA. 400.00hydrant w/ valve EA. 1,490.00water service excluding meter EA. 350.0018" curb & gutter LF. 6.00sidewalk S.Y. 14.00-12.50driveway S.Y. 17.95asphalt incl. crushed rock S.Y. 0.8048" manhole sanitary EA. 1,250.008" pvc side sewer LF. 15.00-13.004" pvc side sewer LF. 9.00-7.0048" cb type 2 LF. 1,200.00-1,000.0048" cb type 1 LF. 500.0021" sanitary LF. 20.00-25.0024" pvc storm LF. 40.0018" pvc storm LF. 34.0015" pvc storm LF. 29.0012" pvc storm LF. 13.00-15.0010" pvc storm LF. 11.008" pvc storm LF. 9.256" pvc storm LF. 8.00

Fld. Lbr. Code

Amount ($)10.8020.1014.95

695.00400.00

1,490.00350.00

6.0014.00-12.50

0.80

1,250.0015.00-13.00

9.00-7.001,200.00-1,000.00

500.0020.00-25.00

40.0034.0029.00

13.00-15.0011.009.258.00

bechtel estimation manual

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