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Bechtel Estimation Manual
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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:
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 Page 5.2 -
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.
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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
Excludes the labor to deliver the material to the fabrication
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
Reinforced 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.
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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.
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
L-05 Field Fabricated Specialty PipingUnit Rates
fabrication of all specialty piping to be establishedon a job by job basis
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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 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
Excludes the labor to deliver the material to the fabrication
Includes the direct labor associated with on-site shop
Excludes the labor to deliver the material to the fabrication
Includes the on site fabrication of all
Excludes the labor to deliver the material to the fabrication
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
and the labor to deliver pipe, fittings, flanges and valves fromtheir original storage/warehouse location to the area ofinstallation (w/L-99).
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
Manhours/L.F.Size (inch) MH/L.F.
Install Asbestos - Cement Pipe
Rubber Ring Joint (inch)
Excluded is the installation of hangers and supports (w/L-94)
Install Bordsilicate Glass Pipe
(With Beaded Ends for Compression Couplings)
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
code which covers the item(s) of equipment with which the pipingwas supplied.
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
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.
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)
installation of this material will be included with the control
straight run and spooled, includes the labor to cut straight run
supports associated with said piping. Also includes all labor
Excludes labor for the delivery of pipe, fittings and valves
L-223 Install Straight Run A/G Piping 8" to 12" L-23
L-224 Install Straight Run A/G Piping 14" to 24" L-24
L-225 Install Straight Run A/G Piping 26" & Larger L-25
L-226 Install Spooled A/G Piping 2 1/2" to 6" L-26
L-227 Install Spooled A/G Piping 8" to 12" L-27
L-228 Install Spooled A/G Piping 14" to 24" L-28
L-229 Install Spooled A/G Piping 26" & Larger L-29
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.
Excludes the installation of hangers and supports (with L-94)
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
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.
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
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
MH/EA.SIZE FLANGE RATING(inch) 150 300/400 600/900 1,500
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
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
MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60 80 100 120 140 160
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
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.
ATTACHMENT A45° 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 51.6016 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
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 A45° REINFORCED NOZZLE WELDS
(All Angles Other Than 90°)MH/EA.
SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60 80 100 120 140 160
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.
EXCLUDES: Preheating, Grinding, Stress Relieving.GENERAL: Reinforcement by weld build-up ring, or saddles.
Sizes below heavy line require stress relieving.Standard sizes 12" through 60" are 3/8" wall.Ex. Hvy. Sizes 8" through 60" are 1/2" wall.
ATTACHMENT A
SIZE MH/EA.(inch)
2 0.1873 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
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
MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60 80 100 120 140 160
2 0.13 0.17 0.13 0.17 0.203 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
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.
EXCLUDES: Bolt-ups, shop handling, factory assemblies.
GENERAL: If pipe is supplied with lined fittings in place, add 20% to pipe handling units to cover extra weight.. For bolt-ups, see page 5
CEMENT LINED SCH. 40 C.S. 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
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 - -
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
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.
EXCLUDES: Bolt-ups & Instrument Tubing.
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.
MANUAL BUTT WELDSMH/EA.
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
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 - - - - -
INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding.
EXCLUDES: Machining, Preheating, Grinding, Stress Relieving.
GENERAL: Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" wall. Sizes below heavy line require stress relieving. For Miter Welds, add 60 % to above units. M.I.G. & Submerged Arc butt welds that can be rotated, multiply the above units thro 6" by .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 - - - - - - - - -
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.
EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving.
GENERAL: Sizes below heavy line require Stress Relieving.Standard sizes 12" through 60" are 3/8" wall.Ex. Hvy. sizes 8" through 60" are 1/2" wall.
45° REINFORCED NOZZLE WELDS(All Angles Other Than 90°)
MH/EA.
SIZE 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
INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding.
EXCLUDES: Preheating, Grinding & Stress Relieving
GENERAL: Reinforcement by weld build-up or by ring.Sizes below heavy line require Stress Relieving.Standard sizes 12" through 60" are 3/8" wall.Ex. Heavy sizes 8" through 60" are 1/2" wall.
FLAME CUT BEVELSMH/EA.
SIZE SCHEDULE(in) STD X.H. 20 30 40 60 80 100 120 140 160
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.
SIZE SCHEDULE(in) STD X.H. 20 30 40 60 80 100 120 140 160
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
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
INCLUDES: Heating of pipe by gas or torch.
EXCLUDES: Cutting, welding, hauling and handling, nozzle welds.
GENERAL: For miter welds, use the above units.For any nozzle weld, add 60% to above units.Units apply to carbon steel or alloy materials.
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
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.
EXCLUDES: Preheating, Grinding & Stress Relieving
GENERAL: Coupling, at other than 90°, require 50% more man-hours.Elbolets require weldolet man-hours plus 50%.
CUTTING PIPE - THREADING 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
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
Group 1 add 75%Group 2 add 50%Group 3 add 150%Group 4,5&6 add 100%Group 7 add 125%
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
INCLUDES: Handling, preheating and soldering of fittings.
EXCLUDES: Handling and installing tubing or pipe.Bending, bolt-ups, cutting and threading.
POLYVINYL CHLORIDE PIPE
SIZE (in)
0.5 0.09 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.
EXCLUDES: Metal or lined valves.
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.
EXCLUDES: Bolt-ups, shop handling, factory assemblies.
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.
EXCLUDES: Bolt-ups, shop handling, factory assemblies.
GENERAL: If pipe is supplied with lined fittings in place,add 20% to pipe handling units to cover extra weight.
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.
EXCLUDES: Bolt-ups, unloading to storage.
GENERAL: Liming at cut to be square and flush with pipe.
LOCAL STRESS RELIEVINGMH/EA.
SIZE SCHEDULE(in) STD X.H. 20 30 40 60 80 100 120 140 160
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.
Make-up Joints 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.
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.
EXCLUDES: Repair work, Re-testing.
GENERAL: Assume Foreman and 3 Fitters.Assume lines filled at 50 G.P.M. (1" at 10 G. P. M.)Assume 1" thru 4" drained by 3/4" coupling every 100lf.Assume 6" larger drained thru coupling plus partly open line size flange.
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
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 Testing and inspection.
o Plumbing, shimming and grouting.
Excludes
o Cooling tower basin, electrical hookup, pumps, chemical
treatment facilities
o Heat exchangers furnished with compressors or other equipment.
o Vent and drain valves
o Tube bundle Pulling facilities.
o Foundations.
o Insulation and painting.
"F" - FIRED 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.
o Testing and inspection.
Excludes
o Pumps and drivers furnished with compressors or other equipment.
o Trim or hookup piping, unless supplied with the pump or driver.
o Electrical connections and starters.
o Foundations.
o Insulation and painting.
"K" - COMPRESSORS AND 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 Vacuum equipment furnished with condenser.
o All major vacuum equipment (i.e. - ejectors, vacuum pump, and
exhausters). Minor vacuum specialties are included with piping
specialities.
"J" - INSTRUMENTS
GENERAL
Includes
The installing, supporting, testing and calibration of 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
MH' per Effective Square Foot
Large Shells Exch. Shells Large Heads Exch. Heads1 0.86 0.92 1.73 2.30
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
Control CodeP-11 Distribution Equipment (Continued) Fld. Lbr. Code
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
MANHOURS/EACHIndoor Outdoor Walk-In
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
MANHOURS/EACHIndoor Outdoor Walk-In
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
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
10 Pr 0.070 36Triples 0.21012 Pr 0.08016 Pr 0.10020 Pr 0.12024 Pr 0.14036 Pr 0.17050 Pr 0.200
PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10
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-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
Shield Stress Cone-Outdr.
Non-Shield Splice
Shield Stress Cone-Premolded
Non-Shield Splice
Shield Stress Cone-Premolded
Non-Shielded (Gland & Lugs)
Shielded (Gland & Stress Cones)
Shielded (Gland & Stress Cones)
Shielded (Pothead & 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.
Q-27 Rebar for Other Concrete Work
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 labor
Includes the subcontract and/or material
Includes the subcontract and/or material
Includes oiling of dike and ditch
same. Work included is normally shown
Includes the subcontract and/or labor
Includes the subcontract, material and
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.
These manhours are initially estimated in the fielddistributables. The major portion of the manhours are thenbudgeted to the appropriate 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
Includes the subcontract, material and
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 Testing and inspection.
o Plumbing, shimming and grouting of columns/ve3sels.
o Installation of Catalysts and Chemicals. (Normally by client)
Excludes
o Equipment rentals other than subcontract.
o Scaffolding for external painting or insulation of vessels.
o Platforms, ladders or handrails.
o Catalyst handling equipment.
o Fireproofing studs if field installed.
o Tankage, spheres and spheroids.
o Painting and external insulation.
o Foundations.
o Exterior fireproofing mesh, brick, gunite, etc.
o Instruments except where purchased with vessel.
o Material cost of water for testing. (Include in Account 73.40:Purchased Utilities)
"D" - TANKS
Control Code Fld. Lbr. Code D-20
Erect Shop Fabricated Tanks
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 Testing and inspection.
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.
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
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:
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.
o Testing and inspection.
Excludes
o Pumps and drivers furnished with compressors or other equipment.
o Trim or hookup piping, unless supplied with the pump or driver.
o Electrical connections and starters.
o Foundations.
o Insulation and painting.
Pump BHP =(GPM x TDH x SG) / (3960 x E) =( (GPM x P) /( 1717 x E))TDH = P (3960)/(1717 *S.G.)
"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
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.
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
Excludes the labor to deliver the material to the fabrication
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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
SHOP FABRICATION LABOR COST IN HOURS
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)
Reinforced Nozzle Welds
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.
FIELD PIPING LABOR COST IN HOURS
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.
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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.
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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
Excludes the labor to deliver the material to the fabrication
L-05 Field Fabricated Specialty Piping
fabrication of all specialty piping
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
L-09 Fabricate Pipe Hangers and Supports
aboveground pipe hangers and supports (e.g.,brackets, braces, shoes, etc.) made fromstructural steel shapes.
area, and the delivery of the fabricated items to a storage areaor point of installation (with Code L-99).
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
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 in
Includes the direct labor associated with on-site shop
Excludes the labor to deliver the material to the fabrication
Includes the on site fabrication of all
Excludes the labor to deliver the material to the fabrication
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 this material will be included with the control
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
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 0.23
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)
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
and the labor to deliver pipe, fittings, flanges and valves fromtheir original storage/warehouse location to the area ofinstallation (w/L-99).
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
Manhours/L.F.Size (inch) MH/L.F.
1.50 0.212 0.223 0.234 0.256 0.26
(Assumes Double Random length Pipe)Manhours/L.F.
Excluded is the installation of hangers and supports (w/L-94)
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
code which covers the item(s) of equipment with which the pipingwas supplied.
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
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.
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 the installation of hangers and supports (with L-94)
installation of this material will be included with the control
straight run and spooled, includes the labor to cut straight run
supports associated with said piping. Also includes all labor
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-223 Install Straight Run A/G Piping 8" to 12" L-23
L-224 Install Straight Run A/G Piping 14" to 24" L-24
L-225 Install Straight Run A/G Piping 26" & Larger L-25
L-226 Install Spooled A/G Piping 2 1/2" to 6" L-26
L-227 Install Spooled A/G Piping 8" to 12" L-27
L-228 Install Spooled A/G Piping 14" to 24" L-28
L-229 Install Spooled A/G Piping 26" & Larger L-29
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.
Excludes the installation of hangers and supports (with L-94)
(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
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
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
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 23.2054 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
MH/EA.SIZE FLANGE RATING(inch) 150 300/400 600/900 1,500
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
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
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.
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.
ATTACHMENT A90° NOZZLE WELDS
MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60
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
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
MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60
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
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.
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 A45° NOZZLE WELDS
(All Angles Other Than 90°)MH/EA.
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
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 A45° REINFORCED NOZZLE WELDS
(All Angles Other Than 90°)
MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60
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.
Sizes below heavy line require stress relieving.Standard sizes 12" through 60" are 3/8" wall.Ex. Hvy. Sizes 8" through 60" are 1/2" wall.
ATTACHMENT A
SIZE MH/EA.(inch)
2 0.1873 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
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%.
ATTACHMENT ACUTTING PIPE & THREADING PIPE
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
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
MH/EA.SIZE SCHEDULE(inch) STD. X.H. 20 30 40 60
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
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.
PREHEATING BUTT & FLANGE WELDS(Incl. N.W.)
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 - - - -
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
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
Use C. S. Manhour Standards in conjunction with the following multipliers.
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
SOLDERED NON-FERROUS FITTINGSMH/EA.
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
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.
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 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.
EXCLUDES: Bolt-ups, shop handling, factory assemblies.
GENERAL: If pipe is supplied with lined fittings in place, add 20% to pipe handling units to cover extra weight.. For bolt-ups, see page 5
CEMENT LINED SCH. 40 C.S. 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.
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 0.02342 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.
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.
HYDROSTATIC - TESTING OF PIPE
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
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
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.
EXCLUDES: Bolt-ups & Instrument Tubing.
ERECTION BOLT-UPSMH/EA.
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.
MANUAL BUTT WELDSMH/EA.
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
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 - - - -
INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding.
EXCLUDES: Machining, Preheating, Grinding, Stress Relieving.
GENERAL: Standard sizes 12" through 60" are 3/8" wall. Ex. Hvy. sizes 8" through 60" are 1/2" wall. Sizes below heavy line require stress relieving. For Miter Welds, add 60 % to above units. M.I.G. & Submerged Arc butt welds that can be rotated, multiply the above units thro 6" by .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
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.
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
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.
45° NOZZLE WELDS(All Angles Other Than 90° )
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 -
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.
EXCLUDES: Reinforcement, Preheating, Grinding, Stress Relieving.
GENERAL: Sizes below heavy line require Stress Relieving.Standard sizes 12" through 60" are 3/8" wall.Ex. Hvy. sizes 8" through 60" are 1/2" wall.
45° REINFORCED NOZZLE WELDS(All Angles Other Than 90°)
MH/EA.
SIZE 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
INCLUDES: Cutting, Beveling, Line-up, Tacking & Welding.
EXCLUDES: Preheating, Grinding & Stress Relieving
GENERAL: Reinforcement by weld build-up or by ring.Sizes below heavy line require Stress Relieving.Standard sizes 12" through 60" are 3/8" wall.Ex. Heavy sizes 8" through 60" are 1/2" wall.
FLAME CUT BEVELSMH/EA.
SIZE SCHEDULE(in) STD X.H. 20 30 40 60
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
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.
PREHEATING BUTT AND FLANGE WELDSMH/EA.
SIZE SCHEDULE(in) STD X.H. 20 30 40 60
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
INCLUDES: Heating of pipe by gas or torch.
EXCLUDES: Cutting, welding, hauling and handling, nozzle welds.
GENERAL: For miter welds, use the above units.For any nozzle weld, add 60% to above units.Units apply to carbon steel or alloy materials.
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
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%.
MISCELLANEOUS WELDINGMH/EA.
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.
EXCLUDES: Preheating, Grinding & Stress Relieving
GENERAL: Coupling, at other than 90°, require 50% more man-hours.Elbolets require weldolet man-hours plus 50%.
CUTTING PIPE - THREADING PIPEMH/EA.
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
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:
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
Group 1 add 75%Group 2 add 50%Group 3 add 150%Group 4,5&6 add 100%Group 7 add 125%
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. ADPT0.375 0.16 0.17 0.24 0.16 0.18 0.15
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
INCLUDES: Handling, preheating and soldering of fittings.
EXCLUDES: Handling and installing tubing or pipe.Bending, bolt-ups, cutting and threading.
POLYVINYL CHLORIDE PIPE
SIZE (in) 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.
EXCLUDES: Metal or lined valves.
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.
EXCLUDES: Bolt-ups, shop handling, factory assemblies.
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.
Make-up Joints each.
Handle Valves each.
For bolt-ups see page 5.
Handle Pipe L.F.
Cut & Thread each.
Make-up Joints each.
Butt Weld Incl. Lead
Burn
EXCLUDES: Bolt-ups, shop handling, factory assemblies.
GENERAL: If pipe is supplied with lined fittings in place,add 20% to pipe handling units to cover extra weight.
CEMENT LINED SCHEDULE 40 C. S. PIPE
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.
EXCLUDES: Bolt-ups, unloading to storage.
GENERAL: Liming at cut to be square and flush with pipe.
LOCAL STRESS RELIEVINGMH/EA.
SIZE SCHEDULE(in) STD X.H. 20 30 40 60
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.
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.
EXCLUDES: Repair work, Re-testing.
GENERAL: Assume Foreman and 3 Fitters.Assume lines filled at 50 G.P.M. (1" at 10 G. P. M.)Assume 1" thru 4" drained by 3/4" coupling every 100lf.Assume 6" larger drained thru coupling plus partly open line size flange.
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
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
SHOP FABRICATION LABOR COST IN HOURS
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
FIELD PIPING LABOR COST IN HOURS
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
Reinforced Nozzle Welds
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
ERECTION BOLT-UPSMH/EA.
FLANGE RATING2,500
2.072.863.734.354.857.328.34
MANUAL BUTT WELDSMH/EA.
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
90° REINFORCED NOZZLE WELDSMH/EA.
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
45° REINFORCED NOZZLE WELDS(All Angles Other Than 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
MISCELLANEOUS WELDINGMH/EA.
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
ATTACHMENT ACUTTING PIPE & THREADING PIPE
MH/EA.THREADING
100+0.160.200.220.24
FLAME CUT BEVELSMH/EA.
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
PREHEATING BUTT & FLANGE WELDS(Incl. N.W.)
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
- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -
LOCAL STRESS RELIEVINGMH/ EA.
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
Use C. S. Manhour Standards in conjunction with the following multipliers.
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.
SOLDERED NON-FERROUS FITTINGSMH/EA.
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.
ERECTION BOLT-UPSMH/EA.
FLANGE RATING
2500
- -
2.072.863.734.354.857.328.34
----------
MANUAL BUTT WELDSMH/EA.
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
90° DEGREE NOZZLE WELDSMH/EA.
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 - - - -
- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -
90° REINFORCED NOZZLE WELDSMH/EA.
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 - - - -
- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -
45° NOZZLE WELDS(All Angles Other Than 90° )
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 - - - -
- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -
45° REINFORCED NOZZLE WELDS(All Angles Other Than 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
FLAME CUT BEVELSMH/EA.
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
PREHEATING BUTT AND FLANGE WELDSMH/EA.
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
MISCELLANEOUS WELDINGMH/EA.
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 PIPE - THREADING PIPEMH/EA.
CUTTING & THREADING
100+0.160.2
0.220.24
SOLDER FITTINGSMH/EA.
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
CEMENT LINED SCHEDULE 40 C. S. PIPE
0.40.50.60.70.80.91.11.31.5
LOCAL STRESS RELIEVINGMH/EA.
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.
#REF!
"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 Vacuum equipment furnished with condenser.
o All major vacuum equipment (i.e. - ejectors, vacuum pump, and
exhausters). Minor vacuum specialties are included with piping
specialities.
"J" - INSTRUMENTS
GENERAL
Includes
The installing, supporting, testing and calibration of 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.
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)
Panel Mounted Instruments (Face of Panel)
J-26 Process contrrol computer
Includes
Labor to handle the main section (unloading, moving to control house, uncrating),setting, bolting sections together, installing filler sections and console desks.
Setting of auxiliary equipment such as key punch machine, decollator, etc.
Process computer - Set in Place
Excludes
Labor to connect electrical wire from the field to the computer (P account).
Any equipment required to maintain a suitable environment in the computer room (R account).
J-31 Local control panels
Includes
The material and labor for furnishing and installing local control panels.
Note: Some local panels are small in size such as 2' - 0" H x 2' - 0" W.For this type of local panel allow 4 manhours each.
Excludes
Labor to connect pneumatic signal transmission tubing from field instruments 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
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 Conditioninginstrument Shelters - Walk-In TypeInstrument EnclosureHeater Shelter
J-60 Analkyzzers and package control systems
Inscludes
Labor to install all parts of instrument systems puchased as a unit ( Boiler Control Sydtem, etc.).
Instruments identified on the P&ID as one instrument, but which actually consist of several instrument,I.e., density analyzer, chromatograph, moisture analyzer.
These instruments maybe mounted on a separate local panel with a separate recorder on the 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 install the tubing to connect an instrument to a process or utility variable (J-X account).
Labor to connect single tubing to the control panel bulkheads when all or part of the lead-in to the control panel is made with multitube bundles (J-72 account).
J-72 Mutitubing (pneumatic transmission)
Includes
Installation labor of all multitube bundles transmitting pneumatic signals, including 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).
Raceway cable tray for thermocouple and other instrument wire in electronic systems (P account).
J-74 Instrument air subheader
Includes
Labor for installing and supporting instrument air subheader piping.
Excludes
Labor for testing and inspection of instrument air subheader piping (J-82 account).
Labor for installing the first block valve on the main instrument air header (L account).
Labor for installing the instrument air pipng to an instrument after the first block valve on the 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
That portion of the scaffolding manhours (Y10) attributable to instruments may be estimated at:
3% of total "J" manhours.4% of total "J" manhours, excluding J21, J22, J26 and J60.
Fld. Lbr. 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
Field labor to connect panel instruments to the panel bulkheads, terminal strips and air header.
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
Setting of auxiliary equipment such as key punch machine, decollator, etc.
Unit Man-hoursea. 60
Any equipment required to maintain a suitable environment in the computer room (R account).
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 for Pre-assembling and installing instrument housing or shelters of the heated or unheated type.
Labor fro steam tracing ( L - 10 account) and insulation (N-30 account) of instruments and
Steam supply and condensate return piping and the instrument shelter heater coils (L-10 account).
Unit Man-hours/lfea. 60ea. 4ea. 10
Fld. Lbr. Code J-60
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,
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 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
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
Raceway cable tray for thermocouple and other instrument wire in electronic systems (P account).
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
That portion of the scaffolding manhours (Y10) attributable to instruments may be estimated at:
"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-10
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
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 0.5714 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
MH' per Effective Square Foot
Pipe Sizes (Inch)
Normal Hot (Excluding Flanges & Valves)
Traced & Chilled Water Includes
Flanges & Valves
1/2 thru 1 1/2
Pipe Size (Inch)
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
MH' per Effective Square Foot
Large Shells Exch. Shells Large Heads Exch. Heads1 0.86 0.92 1.73 2.30
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.
Manhour per Effective L.F. (ELF)Calcium Silicate w/ .016" Aluminum Jacket
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
Control CodeP-11 Distribution Equipment (Continued) Fld. Lbr. Code
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
Control CodeP-11 Distribution Equipment (Continued) Fld. Lbr. Code
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
600 V METAL ENCLOSED SWITCHGEAR
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
MANHOURS/EACHIndoor Outdoor Walk-In
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
PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10
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
POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN TRAY
POWER - INSULATED STEEL/ALUMINUM INTERLOCKED ARMOR INSTALLED IN 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.
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
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
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
10 Pr 0.070 36Triples 0.21012 Pr 0.08016 Pr 0.10020 Pr 0.12024 Pr 0.14036 Pr 0.17050 Pr 0.200
PVC or Neoprene Jacket Over Armor-MH of Interlocked Armor x 1.10
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
Shield Stress Cone-Indr.
Shield Stress Cone-Outdr.
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
Shield Stress Cone-Premolded
Non-Shielded (Gland & Lugs)
Shielded (Gland & Stress Cones)
Shielded (Pothead & Stress Cones)
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
600 V METAL ENCLOSED SWITCHGEAR
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-14
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
POWER - INSULATED/JACKETED - CU/AL-INSTALLED IN CONDUIT OR TRAYMANHOURS/LF
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
Shield Stress Cone-Indr.
Shield Stress Cone-Outdr.
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
Shield Stress Cone-Premolded
Shielded (Gland & Stress Cones)
Shielded (Pothead & Stress Cones)
Shielded Splice
P-42
P-43
P-50
P-80
P-50
"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.
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.
Q-27 Rebar for Other Concrete Work
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 .
(Allow 0.02 CY/LF U/G Conduit)
Concrete Paving 4" to 6"
8" to 10"
Concrete Anchors, Thrust Blocks Concrete Pipe Stanchions
Precast beams and columns - Precast
Erect
Precast as whole bents - Precast
Erect
Cast in placeConcrete Structures
Formwork
Rebar - Fabricate and Install
Concrete Work
Embedded Metal
R&C Average (22 SF + 0.15 TON + 11 LB) 22.00
Q-01
Q-02
Q-11
Q-12
Q-13
Q-14
Q-21
Q-22
Q-23
Q-24
Q-31
Q-33
Q-34
Q-61
Q-62
Q-63
Q-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
(Allow 0.04 CY/LF U/G 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
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
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
Includes the subcontract and/or labor
Includes the subcontract and/or material
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 the subcontract and/or material
Includes oiling of dike and ditch
same. Work included is normally shown
Includes the subcontract and/or labor
Includes the subcontract, material and
Includes the subcontract, material and
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.)
Includes the subcontract, material and
which are not covered above. Includes
S-01
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
S-8*
"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.
These manhours are initially estimated in the fielddistributables. The major portion of the manhours are thenbudgeted to the appropriate 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