Attachment J-0200000-15- ELINs.xlsx

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Attached to
Maintenance and Repair of Railroad Trackage at Naval Weapon Station Earle, Colts Neck, New Jersey and Other Areas of Responsibility
Solicitation number
N4008523R2526
Issued by

About this file

This document is an exhibit line item number attachment to a solicitation for the maintenance and repair of railroad trackage at Naval Weapon Station Earle and other areas of responsibility.

The solicitation requires recurring and non-recurring work including emergency response, preventative maintenance, inspections, repairs, installations, and reconstruction. Recurring work is priced on a firm fixed price basis and includes tasks such as turnout maintenance, herbicide application, and bridge inspections. Non-recurring work is priced using unit prices and includes services such as rail installation, tie replacement, ballasting, and complete rail reconstruction. Pricing is provided for a base period and four option periods to be awarded to the incumbent contractor at Naval Weapon Station Earle and Naval Support Activity Mechanicsburg. The Navy seeks a single contractor to maintain both sites.

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Summary

Earle FFPFFP (Earle only)
Base$0.00
1st Option$0.00
2 nd Option$0.00
3rd Option$0.00
4th Option$0.00
Sub total$0.00
Earle IDIQMechanicsburg IDIQCombined Earle & Mech IDIQ)
BaseBase$0.00
1st Option1st Option$0.00
2 nd Option2 nd Option$0.00
3rd Option3rd Option$0.00
4th Option4th Option$0.00
Sub totalSub total$0.00
Mechanicsburg IDIQ
Base
1st Option
2 nd Option
3rd Option
4th Option
Sub total

Grand Total

EARLE BASE

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-R-2526
EXHIBIT A - CLIN 0001
Line Item 0001 Recurring Work - Base Period
PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3
ELINs A001
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
A001 - NAVSTA Spec Item 3
A001Firm Fixed-Price Work
A001AAEmergency Service Order 3.1.110EA
A001ABRoutine Service Order 3.1.34EA
A001ACMonthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.165EA
A001ADSemiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1285EA
A001AERoad Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.28EA
A001AFRoad Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.38EA
A001AGHerbiciding Preventive Maintenance (PM) Program 3.2.9.484MI
A001AHTree and Brush Trimming 3.2.9.584MI
A001AJUltra Sonic Testing of Ground Level Rail 3.4.384MINote: Ultra sonic testing is only performed once every 5 years
TOTAL FFP LINE ITEMS
ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-D-XXXX
EXHIBIT A - CLIN 9000
Line Item 0002 Non-Recurring Work - Base Period
PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs A700 through A802 ARE FOR NWS EARLE
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
A700Emergency Call (as per Spec 4.1)6EA
A701Thawing of Switches (as per Spec.4.2)5EA
A702Install Rail: 100# - Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.3)25LF
A703Install Rail: 100# - Production - 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3)25LF
A704Install Rail: 115# - Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.3)200LF
A705Install Rail: 115# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3)2400LF
A706Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.3)25LF
A707Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3)25LF
A708Replace Rail: 85# (as per Spec 4.4)200LF
A709Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run)(as per Spec 4.5)250EA
A710Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive (as per Spec 4.5)250EA
A711Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run)(as per Spec 4.5)250EA
A712Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5)24EA
A713Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5)200EA
A714Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8)120EA
A715Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8)100EA
A716Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8)75EA
A717Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8)50EA
A718Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)35EA
A719Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8)30EA
A720Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8)20EA
A721Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8)40EA
A722Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)31EA
A723Tie Plates: Double Shoulder (as per Spec 4.9)750EA
A724Cut Spikes: 6" x 5/8"(as per Spec 4.10)1,500EA
A725Rail Anchors: 85# (as per Spec 4.11)400EA
A726Rail Anchors: 100# (as per Spec 4.11)200EA
A727Rail Anchors: 115# (as per Spec 4.11)600EA
A728Rail Anchors: 136RE# (as per Spec 4.11)50EA
A729Ballast (as per Spec 4.12)600TON
A730Repair Grounding System - Ground Electrode (as per Spec 4.13)1EA
A731Repair Grounding System - Ground Track (as per Spec 4.14)1EA
A732Repair Grounding System - Rail Bond(as per Spec 4.15)5EA
A733Repair Grounding System - Insulating Joint (as per Spec 4.16)1EA
A734Track Bolts: 85# Rail (as per Spec 4.11)250EA
A735Track Bolts: 100# Rail (as per Spec 4.11)300EA
A736Track Bolts: 115# Rail (as per Spec 4.11)200EA
A737Track Bolts: 136RA# Rail (as per Spec 4.11)100EA
A738Surfacing, Tamping & Lining Up to 2,399 Track Feet of
Continuous Work (as per Spec 4.18)1,600TF
A739Surfacing, Tamping & Lining - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.18)2,400TF
A740Gauging (as per Spec 4.19)1,800TF
A741Regulate & Dress Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.20)3,800TF
A742Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20)3,800TF
A743Ground Throw Switch Stand (as per Spec 4.21)5EA
A744Install Complete New #8 Turnout: 85# (as per Spec 4.22)0EA
A745Install Complete New #8 Turnout: 100# (as per Spec 4.22)0EA
A746Install Complete New #8 Turnout: 115# (as per Spec 4.22)1EA
A747Install Complete New #8 Turnout: 136RE# (as per Spec 4.22)1EA
A748Install Complete New #10 Turnout: 85# (as per Spec 4.22)0EA
A749Install Complete New #10 Turnout: 100# (as per Spec 4.22)0EA
A750Install Complete New #10 Turnout: 115# (as per Spec 4.22)2EA
A751Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23)15EA
A752Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24)5EA
A753Rail Stops (as per Spec 4.25)0PR
A754Remove Existing Asphalt (as per Spec 4.26)350TN
A755Provide Asphalt Pavement (as per Spec 4.27)350TN
A756Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28)100LF
A757Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.29)250LF
A758Flangeway Road Crossing (as per Spec 4.30)40LF
A759Railseal Rubber Flangeway Sealer (as per Spec 4.31)50LF
A760Concrete Panel Roadway Crossing (as per Spec 4.32)60LF
A761Cleaning of Flange Ways (as per Spec 4.33)70TF
A762Ditch Maintenance (as per Spec 4.34)100LF
A763Excavation of Mud Cribs (as per Spec 4.35)70EA
A764New Filter Fabric (as per Spec 4.36)450SY
A765New Subdrains (as per Spec 4.37)200LF
A766Joint Bars with Bolts: 85# (as per Spec 4.38)20PR
A767Joint Bars with Bolts: 100# (as per Spec 4.38)15PR
A768Joint Bars with Bolts: 115# (as per Spec 4.38)10PR
A769Joint Bars with Bolts: 136RE# (as per Spec 4.38)4PR
A770Cut & Drill Existing Rail (as per Spec 4.39)6EA
A771Replace Concrete Deck (as per Spec 4.40)1CF
A772Rail Clips (as per Spec 4.41)2EA
A773Replace Spring Ground Throw (as per Spec 4.42)2EA
A774Install New Ambidex Boxes (as per Spec 4.43)4EA
A775Compromise Joint: 85#/100#/115#/136RE# (as per Spec 4.44)10PR
A776Joint Bar Maintenance (as per Spec 4.45)3EA
A777Complete 115# Tongue & Mate Turnouts (as per Spec 4.46)1EA
A778Traffic and Railroad Signals Service (as per Spec 4.48)48HR
A779Ultrasonic Track Testing (as per Spec 4.49)1MI
A780Complete Rail Reconstruction Up to 2,399 Track Feet of
Continuous Work 115# (as per Spec 4.50)700TF
A781Complete Rail Reconstruction Between 2,400 and 10,559
Track Feet of Continuous Work) (as per Spec 4.50)1800TF
A782Complete Rail Reconstruction More than 10,560 Track Feet of Continuous Work 115# (as per Spec 4.50)2500TF
A783Composite Railroad Ties (as per Spec 4.51)2EA
A784Engineering Services (as per Spec 4.55)160HR
A785Equipment Operator - Negotiated work only (Davis Bacon Rates) (as per Spec 4.57)40HR
A786Foreman Negotiated work only (Davis Bacon Rates) (as per Spec 4.57)40HR
A787Laborer - Negotiated work only (Davis Bacon Rates) as (per Spec 4.57)40HR
A788Equipment - Negotiated work only (as per Spec 4.58)$5,000.00LS
A789Fixed Burden Rate (Composite SCA Rate) (as per Spec 4.59)500EA
A790Material (as per Spec 4.58)$15,000.00LS
A791Repair Flangeway spalling, cracking, and delamination not exceeding one 80lb bag of epoxy mortar (as per Spec 4.60)10EA
A792Repair Flangeway spalling, cracking, and delamination up to 500 cubic feet (as per Spec 4.60)500CF
A793Repair Flangeway spalling, cracking, and delamination above 501 cubic feet (as per Spec 4.60)1000CF
A794Flangeway cleaning Trestle 1A ( as per Spec 4.33)4EA
A795Flangeway cleaning Trestle 2 (as per Spec 4.33)4EA
A796Flangeway cleaning Trestle 3A (as per Spec 4.33)4EA
A797Flangeway cleaning Trestle 4 (as per Spec 4.33)4EA
A798Flangeway cleaning Pier 3A (as per Spec 4.33)4EA
A799Flangeway cleaning Pier 4 (as per Spec 4.33)4EA
A800J Bolts (as per Spec 4.53)500EA
A801Hook Plates (as per Spec 4.54)500EA
A802Topographic Survey Crew (4.61)16Hour
Total IQ Line Items A700 Through A802

TOTAL NON-RECURRING WORK PRICE BASE PERIOD - NWS Earle

MECH BASE

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT N40085-23-R-2526
EXHIBIT A - CLIN 0002
Continuation Line Item 0003 Non-Recurring Work - Base Period
PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs A800 through A891 ARE FOR NSA MECHANICSBURG
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
A800Emergency Call6EA
A801Turnout Maintenance (PM)52EA
A802Thawing of Switches5EA
A803Install Rail: 100# - (Up to 2,399 Track Feet of Continuous
Work)100LF
A804Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work)1000LF
A805Install Rail: 115# - (Up to 2,399 Track Feet of Continuous
Work)200LF
A806Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work)1000LF
A807Install Rail: 131# - (Up to 2,399 Track Feet of Continuous
Work)200LF
A808Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work)2400LF
A809Replace Rail: 85#0LF
A810Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run)250EA
A811Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive250EA
A812Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run)250EA
A813Crossties: 7"x 9"x 8'-6", Overpass0EA
A814Crossties: 7"x 9"x 8'-6", Crossings200EA
A815Switch Timbers: 7"x 9"x 9'-0"120EA
A816Switch Timbers: 7"x 9"x 10'-0"100EA
A817Switch Timbers: 7"x 9"x 11'-0"75EA
A818Switch Timbers: 7"x 9"x 12'-0"50EA
A819Switch Timbers: 7"x 9"x 13'-0"35EA
A820Switch Timbers: 7"x 9"x 14'-0"30EA
A821Switch Timbers: 7"x 9"x 15'-0"20EA
A822Switch Timbers: 7"x 9"x 16'-0"40EA
A823Switch Timbers: 7"x 9"x 22'-0"20EA
A824Switch Stand Timbers: 7"x 9"x 13'-0"31EA
A825Tie Plates: Double Shoulder500EA
A826Cut Spikes: 6" x 5/8"3,100EA
A827Rail Anchors: 85#100EA
A828Rail Anchors: 100#200EA
A829Rail Anchors: 115#600EA
A830Rail Anchors: 131#300EA
A831Ballast600TON
A832Repair Grounding System - Ground Electrode0EA
A833Repair Grounding System - Ground Track0EA
A834Repair Grounding System - Rail Bond5EA
A835Repair Grounding System - Insulating Joint1EA
A836Track Bolts: 85# Rail150EA
A837Track Bolts: 100# Rail200EA
A838Track Bolts: 115# Rail500EA
A839Track Bolts: 131# Rail200EA
A840Surfacing, Tamping & Lining (Up to 2,399 Track Feet of
Continuous Work)1,600TF
A841Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work)2,400TF\
A842Gauging1,800TF
A843Regulate & Dress (Up to 2,399 Track Feet of Continuous
Work)3,800TF
A844Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work)3,800TF
A845Ground Throw Switch Stand5EA
A846Install Complete New #8 Turnout: 85#0EA
A847Install Complete New #8 Turnout: 100#0EA
A848Install Complete New #8 Turnout: 115#2EA
A849Install Complete New #8 Turnout: 131#2EA
A850Install Complete New #10 Turnout: 85#0EA
A851Install Complete New #10 Turnout: 100#1EA
A852Install Complete New #10 Turnout: 115#2EA
A853Install Complete New #10 Turnout: 131#2EA
A854Switch Bolts: 80#-131# Guard Rail15EA
A855Switch Bolts: 80#-131# Heel Block5EA
A856Rail Stops1PR
A857Remove Existing Asphalt350TN
A858Provide Asphalt Pavement350TN
A859Excavate to Bottom of Tie, Partial Track Construction100LF
A860Excavate 6"-8" Below Tie, Complete Track Construction250LF
A861Flangeway Road Crossing40LF
A862Railseal Rubber Flangeway Sealer10LF
A863Concrete Panel Roadway Crossing30LF
A864Cleaning of Flange Ways70TF
A865Ditch Maintenance100LF
A866Excavation of Mud Cribs70EA
A867New Filter Fabric450SY
A868New Subdrains200LF
A869Joint Bars with Bolts: 85#10PR
A870Joint Bars with Bolts: 100#15PR
A871Joint Bars with Bolts: 115#15PR
A872Joint Bars with Bolts: 131#15PR
A873Cut & Drill Existing Rail12EA
A874Replace Concrete Deck2CF
A875Rail Clips2EA
A876Replace Spring Ground Throw5EA
A877Compromise Joint: 80#/131#20PR
A878Joint Bar Maintenance3EA
A879Complete 100#/131# Tongue & Mate Turnouts1EA
A880Ultrasonic Track Testing1MI
A881Complete Rail Reconstruction (Up to 2,399 Track Feet of
Continuous Work)0TF
A882Complete Rail Reconstruction (Between 2,400 and 10,559
Track Feet of Continuous Work)0TF
A883Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work)0TF
A884Composite Railroad Ties20EA
A885Engineering Services160HR
A886Equipment Operator (Davis Bacon)40HR
A887Foreman (Davis Bacon)40HR
A888Laborer (Davis Bacon)40HR
A889Equipment for Task Hour Line Item$5,000.00LS
A890Unit Priced Labor Work (Composite SCA Rate)500LH
A891Material$15,000.00LS

Total IQ Line Items A800 Through A891

TOTAL NON-RECURRING WORK PRICE BASE PERIOD - NSA MECHANICSBURG

Earle 1st Opt

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-R-2526
EXHIBIT A - CLIN 0003
Line Item 0004 Recurring Work - 1st Option Period
PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3
ELINs B001
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
B001 - NAVSTA Spec Item 3
B001Firm Fixed-Price Work
B001AAEmergency Service Order 3.1.110EA
B001ABRoutine Service Order 3.1.34EA
B001ACMonthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.165EA
B001ADSemiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1285EA
B001AERoad Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.28EA
B001AFRoad Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.38EA
B001AGHerbiciding Preventive Maintenance (PM) Program 3.2.9.484MI
B001AHTree and Brush Trimming 3.2.9.584MI
B001AJUltra Sonic Testing of Ground Level Rail 3.4.30MI
TOTAL FFP LINE ITEMS
ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-D-XXXX
EXHIBIT A - CLIN 9000
Line Item 0005 Non-Recurring Work - 1st Option Period
PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs B700 through B802ARE FOR NWS EARLE
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
B700Emergency Call (as per Spec 4.1)6EA
B701Thawing of Switches (as per Spec.4.2)5EA
B702Install Rail: 100# - (Up to 2,399 Track Feet of Continuous
Work) (as per Spec 4.3)100LF
B703Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.3)1400LF
B704Install Rail: 115# - (Up to 2,399 Track Feet of Continuous
Work) (as per Spec 4.3)200LF
B705Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.3)2400LF
B706Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.3)25LF
B707Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3)25LF
B708Replace Rail: 85# (as per Spec 4.4)200LF
B709Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run)250EA
B710Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive(as per Spec 4.5)250EA
B711Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) (as per Spec 4.5)250EA
B712Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5)24EA
B713Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5)200EA
B714Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8)120EA
B715Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8)100EA
B716Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8)75EA
B717Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8)50EA
B718Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)35EA
B719Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8)30EA
B720Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8)20EA
B721Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8)40EA
B722Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)31EA
B723Tie Plates: Double Shoulder (as per Spec 4.9)750EA
B724Cut Spikes: 6" x 5/8" (as per Spec 4.10)1,500EA
B725Rail Anchors: 85# (as per Spec 4.11)400EA
B726Rail Anchors: 100# (as per Spec 4.11)200EA
B727Rail Anchors: 115# (as per Spec 4.11)600EA
B728Rail Anchors: 136RE# (as per Spec 4.11)50EA
B729Ballast (as per Spec 4.12)600TON
B730Repair Grounding System - Ground Electrode (as per Spec 4.13)1EA
B731Repair Grounding System - Ground Track (as per Spec 4.14)1EA
B732Repair Grounding System - Rail Bond (as per Spec 4.15)5EA
B733Repair Grounding System - Insulating Joint (as per Spec 4.16)1EA
B734Track Bolts: 85# Rail (as per Spec 4.11)250EA
B735Track Bolts: 100# Rail (as per Spec 4.11)300EA
B736Track Bolts: 115# Rail (as per Spec 4.11)200EA
B737Track Bolts: 136RA# Rail (as per Spec 4.11)100EA
B738Surfacing, Tamping & Lining (Up to 2,399 Track Feet of
Continuous Work) (as per Spec 4.18)1,600TF
B739Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.18)2,400TF
B740Gauging (as per Spec 4.19)1,800TF
B741Regulate & Dress (Up to 2,399 Track Feet of Continuous
Work) (as per Spec 4.20)3,800TF
B742Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20)3,800TF
B743Ground Throw Switch Stand (as per Spec 4.21)5EA
B744Install Complete New #8 Turnout: 85# (as per Spec 4.22)0EA
B745Install Complete New #8 Turnout: 100# (as per Spec 4.22)0EA
B746Install Complete New #8 Turnout: 115# (as per Spec 4.22)2EA
B747Install Complete New #8 Turnout: 136RE# (as per Spec 4.22)1EA
B748Install Complete New #10 Turnout: 85# (as per Spec 4.22)0EA
B749Install Complete New #10 Turnout: 100# (as per Spec 4.22)0EA
B750Install Complete New #10 Turnout: 115# (as per Spec 4.22)2EA
B751Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23)15EA
B752Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24)5EA
B753Rail Stops (as per Spec 4.25)0PR
B754Remove Existing Asphalt (as per Spec 4.26)350TN
B755Provide Asphalt Pavement (as per Spec 4.27)350TN
B756Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28)100LF
B757Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.29)250LF
B758Flangeway Road Crossing (as per Spec 4.30)40LF
B759Railseal Rubber Flangeway Sealer (as per Spec 4.31)50LF
B760Concrete Panel Roadway Crossing (as per Spec 4.32)60LF
B761Cleaning of Flange Ways (as per Spec 4.33)70TF
B762Ditch Maintenance (as per Spec 4.34)100LF
B763Excavation of Mud Cribs (as per Spec 4.35)70EA
B764New Filter Fabric (as per Spec 4.36)450SY
B765New Subdrains (as per Spec 4.37)200LF
B766Joint Bars with Bolts: 85# (as per Spec 4.38)20PR
B767Joint Bars with Bolts: 100# (as per Spec 4.32)15PR
B768Joint Bars with Bolts: 115# (as per Spec 4.32)10PR
B769Joint Bars with Bolts: 136RE# (as per Spec 4.38)4PR
B770Cut & Drill Existing Rail (as per Spec 4.39)6EA
B771Replace Concrete Deck (as per Spec 4.40)2CF
B772Rail Clips (as per Spec 4.41)2EA
B773Replace Spring Ground Throw (as per Spec 4.42)5EA
B774Install New Ambidex Boxes (as per Spec 4.43)1EA
B775Compromise Joint: 80#/100#/115#/136RE (as per Spec 4.44)10PR
B776Joint Bar Maintenance (as per Spec 4.45) (as per Spec 4.45)3EA
B777Complete 115# Tongue & Mate Turnouts (as per Spec 4.46)1EA
B778Traffic and Railroad Signals Service (as per Spec 4.48)48HR
B779Ultrasonic Track Testing (as per Spec 4.49)1MI
B780Complete Rail Reconstruction (Up to 2,399 Track Feet of
Continuous Work115 #) Spec 4.50)700TF
B781Complete Rail Reconstruction (Between 2,400 and 10,559
Track Feet of Continuous Work) (Spec 4.50)1800TF
B782Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work 115#) (Spec 4.50)2500TF
B783Composite Railroad Ties (as per Spec 4.50)20EA
B784Engineering Services (as per Spec 4.55)160HR
B785Equipment Operator - Negotiated work only (Davis Bacon Rates) (as per Spec 4.57)40HR
B786Foreman Negotiated work only (Davis Bacon Rates) (as per Spec 4.57)40HR
B787Laborer - Negotiated work only (Davis Bacon Rates) as (per Spec 4.57)40HR
B788Equipment - Negotiated work only (as per Spec 4.58)$5,000.00LS
B789Fixed Burden Rate (Composite SCA Rate) (as per Spec 4.59)500LH
B790Material (as per Spec 4.58)$15,000.00LS
B791Repair Flangeway spalling, cracking, and delamination not exceeding one 80lb bag of epoxy mortar (as per Spec 4.60)10EA
B792Repair Flangeway spalling, cracking, and delamination up to 500 cubic feet (as per Spec 4.60)500CF
B793Repair Flangeway spalling, cracking, and delamination above 501 cubic feet (as per Spec 4.60)1000CF
B794Flangeway cleaning Trestle 1A. ( as per Spec 4.33)4EA
B795Flangeway cleaning Trestle 2. (as per Spec 4.33)4EA
B796Flangeway cleaning Trestle 3A (as per Spec 4.33)4EA
B797Flangeway cleaning Trestle 4 (as per Spec 4.33)4EA
B798Flangeway cleaning Pier 3A (as per Spec 4.33)4EA
B799Flangeway cleaning Pier 4 (as per Spec 4.33)4EA
B800J Bolts (as per Spec 4.53)500EA
B801Hook Plates ( as per Spec 4.54)500EA
B802Topographic Survey Crew (4.61)16Hour
Total IQ Line Items B700 Through B802

TOTAL NON-RECURRING WORK PRICE 1ST OPTION PERIOD - NWS Earle

Mech 1st Opt

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-R-2526
EXHIBIT A - CLIN 0004
Continuation Line Item 0006 Non-Recurring Work - 1st Option Period
PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs B800 through B891 ARE FOR NSA MECHANICSBURG
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
B803Emergency Call6EA
B804Turnout Maintenance (PM)52EA
B805Thawing of Switches5EA
B806Install Rail: 100# - (Up to 2,399 Track Feet of Continuous
Work)100LF
B807Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work)1000LF
B808Install Rail: 115# - (Up to 2,399 Track Feet of Continuous
Work)200LF
B809Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work)1000LF
B810Install Rail: 131# - (Up to 2,399 Track Feet of Continuous
Work)200LF
B811Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work)2400LF
B812Replace Rail: 85#0LF
B813Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run)250EA
B814Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive250EA
B815Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run)250EA
B816Crossties: 7"x 9"x 8'-6", Overpass0EA
B817Crossties: 7"x 9"x 8'-6", Crossings200EA
B818Switch Timbers: 7"x 9"x 9'-0"120EA
B819Switch Timbers: 7"x 9"x 10'-0"100EA
B820Switch Timbers: 7"x 9"x 11'-0"75EA
B821Switch Timbers: 7"x 9"x 12'-0"50EA
B822Switch Timbers: 7"x 9"x 13'-0"35EA
B823Switch Timbers: 7"x 9"x 14'-0"30EA
B824Switch Timbers: 7"x 9"x 15'-0"20EA
B825Switch Timbers: 7"x 9"x 16'-0"40EA
B826Switch Timbers: 7"x 9"x 22'-0"20EA
B827Switch Stand Timbers: 7"x 9"x 13'-0"31EA
B828Tie Plates: Double Shoulder500EA
B829Cut Spikes: 6" x 5/8"3,100EA
B830Rail Anchors: 85#100EA
B831Rail Anchors: 100#200EA
B832Rail Anchors: 115#600EA
B833Rail Anchors: 131#300EA
B834Ballast600TON
B835Repair Grounding System - Ground Electrode0EA
B836Repair Grounding System - Ground Track0EA
B837Repair Grounding System - Rail Bond5EA
B838Repair Grounding System - Insulating Joint1EA
B839Track Bolts: 85# Rail150EA
B840Track Bolts: 100# Rail200EA
B841Track Bolts: 115# Rail500EA
B842Track Bolts: 131# Rail200EA
B843Surfacing, Tamping & Lining (Up to 2,399 Track Feet of
Continuous Work)1,600TF
B844Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work)2,400TF
B845Gauging1,800TF
B846Regulate & Dress (Up to 2,399 Track Feet of Continuous
Work)3,800TF
B847Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work)3,800TF
B848Ground Throw Switch Stand5EA
B849Install Complete New #8 Turnout: 85#0EA
B850Install Complete New #8 Turnout: 100#0EA
B851Install Complete New #8 Turnout: 115#2EA
B852Install Complete New #8 Turnout: 131#2EA
B853Install Complete New #10 Turnout: 85#0EA
B854Install Complete New #10 Turnout: 100#1EA
B855Install Complete New #10 Turnout: 115#2EA
B856Install Complete New #10 Turnout: 131#2EA
B857Switch Bolts: 80#-131# Guard Rail15EA
B858Switch Bolts: 80#-131# Heel Block5EA
B859Rail Stops1PR
B860Remove Existing Asphalt350TN
B861Provide Asphalt Pavement350TN
B862Excavate to Bottom of Tie, Partial Track Construction100LF
B863Excavate 6"-8" Below Tie, Complete Track Construction250LF
B864Flangeway Road Crossing40LF
B865Railseal Rubber Flangeway Sealer10LF
B866Concrete Panel Roadway Crossing30LF
B867Cleaning of Flange Ways70TF
B868Ditch Maintenance100LF
B869Excavation of Mud Cribs70EA
B870New Filter Fabric450SY
B871New Subdrains200LF
B872Joint Bars with Bolts: 85#10PR
B873Joint Bars with Bolts: 100#15PR
B874Joint Bars with Bolts: 115#15PR
B875Joint Bars with Bolts: 131#15PR
B876Cut & Drill Existing Rail12EA
B877Replace Concrete Deck2CF
B878Rail Clips2EA
B879Replace Spring Ground Throw5EA
B880Compromise Joint: 80#/131#20PR
B881Joint Bar Maintenance3EA
B882Complete 100#/131# Tongue & Mate Turnouts1EA
B883Ultrasonic Track Testing1MI
B884Complete Rail Reconstruction (Up to 2,399 Track Feet of
Continuous Work)0TF
B885Complete Rail Reconstruction (Between 2,400 and 10,559
Track Feet of Continuous Work)0TF
B886Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work)0TF
B887Composite Railroad Ties20EA
B888Engineering Services160HR
B889Equipment Operator (Davis Bacon)40HR
B890Foreman (Davis Bacon)40HR
B891Laborer (Davis Bacon)40HR
B892Equipment for Task Hour Line Item$5,000.00LS
B893Unit Priced Labor Work (Composite SCA Rate)500LH
B894Material$15,000.00LS

Total IQ Line Items B800 Through B891

TOTAL NON-RECURRING WORK PRICE 1ST OPTION PERIOD - NSA MECHANICSBURG

Earle 2nd Opt

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-R-2526
EXHIBIT A - CLIN 0005
Line Item 0007 Recurring Work - 2nd Option Period
PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3
ELINs C001
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
C001 - NAVSTA Spec Item 3
C001Firm Fixed-Price Work
C001AAEmergency Service Order 3.1.110EA
C001ABRoutine Service Order 3.1.34EA
C001ACMonthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.165EA
C001ADSemiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1285EA
C001AERoad Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.28EA
C001AFRoad Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.38EA
C001AGHerbiciding Preventive Maintenance (PM) Program 3.2.9.484MI
C001AHTree and Brush Trimming 3.2.9.584MI
C001AJUltra Sonic Testing of Ground Level Rail 3.4.30MI
TOTAL FFP LINE ITEMS

EXHIBIT A - CLIN 9000

Line Item 0008 Non-Recurring Work - 2nd Option Period
PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs C700 through C802 ARE FOR NWS EARLE
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
C700Emergency Call (as per Spec 4.1)6EA
C701Thawing of Switches (as per Spec.4.2)5EA
C702Install Rail: 100# - (Up to 2,399 Track Feet of Continuous
Work) (as per Spec.4.3)100LF
C703Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) (as per Spec.4.3)1400LF
C704Install Rail: 115# - (Up to 2,399 Track Feet of Continuous
Work) (as per Spec.4.3)200LF
C705Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec.4.3)2400LF
C706Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.3)25LF
C707Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3)25LF
C708Replace Rail: 85# (as per Spec 4.4)200LF
C709Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) (as per Spec 4.5)250EA
C710Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive (as per Spec 4.5)250EA
C711Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run)(as per Spec 4.5)250EA
C712Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5)24EA
C713Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5)200EA
C714Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8)120EA
C715Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8)100EA
C716Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8)75EA
C717Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8)50EA
C718Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)35EA
C719Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8)30EA
C720Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8)20EA
C721Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8)40EA
C722Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)31EA
C723Tie Plates: Double Shoulder (as per Spec 4.9)750EA
C724Cut Spikes: 6" x 5/8" (as per Spec 4.10)1,500EA
C725Rail Anchors: 85# (as per Spec 4.11)400EA
C726Rail Anchors: 100# (as per Spec 4.11)200EA
C727Rail Anchors: 115# (as per Spec 4.11)600EA
C728Rail Anchors: 136RE# (as per Spec 4.11)50EA
C729Ballast (as per Spec 4.12)600TON
C730Repair Grounding System - Ground Electrode (as per Spec 4.13)1EA
C731Repair Grounding System - Ground Track (as per Spec 4.14)1EA
C732Repair Grounding System - Rail Bond (as per Spec 4.15)5EA
C733Repair Grounding System - Insulating Joint (as per Spec 4.16)1EA
C734Track Bolts: 85# Rail (as per Spec 4.11)250EA
C735Track Bolts: 100# Rail (as per Spec 4.11)300EA
C736Track Bolts: 115# Rail (as per Spec 4.11)200EA
C737Track Bolts: 136RA# Rail (as per Spec 4.11)100EA
C738Surfacing, Tamping & Lining (Up to 2,399 Track Feet of
Continuous Work) (as per Spec 4.18)1,600TF
C739Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.18)2,400TF
C740Gauging (as per Spec 4.19)1,800TF
C741Regulate & Dress (Up to 2,399 Track Feet of Continuous
Work) (as per Spec 4.20)3,800TF
C742Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20)3,800TF
C743Ground Throw Switch Stand (as per Spec 4.21)5EA
C744Install Complete New #8 Turnout: 85# (as per Spec 4.22)0EA
C745Install Complete New #8 Turnout: 100# (as per Spec 4.22)0EA
C746Install Complete New #8 Turnout: 115# (as per Spec 4.22)2EA
C747Install Complete New #8 Turnout: 136RE# (as per Spec 4.22)1EA
C748Install Complete New #10 Turnout: 85# (as per Spec 4.22)0EA
C749Install Complete New #10 Turnout: 100# (as per Spec 4.22)0EA
C750Install Complete New #10 Turnout: 115# (as per Spec 4.22)2EA
C751Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23)15EA
C752Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24)5EA
C753Rail Stops (as per Spec 4.25)0PR
C754Remove Existing Asphalt (as per Spec 4.26)350TN
C755Provide Asphalt Pavement (as per Spec 4.27)350TN
C756Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28)100LF
C757Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.29)250LF
C758Flangeway Road Crossing (as per Spec 4.30)40LF
C759Railseal Rubber Flangeway Sealer (as per Spec 4.31)50LF
C760Concrete Panel Roadway Crossing (as per Spec 4.32)60LF
C761Cleaning of Flange Ways (as per Spec 4.33)70TF
C762Ditch Maintenance (as per Spec 4.34)100LF
C763Excavation of Mud Cribs (as per Spec 4.35)70EA
C764New Filter Fabric (as per Spec 4.36)450SY
C765New Subdrains (as per Spec 4.37)200LF
C766Joint Bars with Bolts: 85# (as per Spec 4.38)20PR
C767Joint Bars with Bolts: 100# (as per Spec 4.38)15PR
C768Joint Bars with Bolts: 115# (as per Spec 4.38)10PR
C769Joint Bars with Bolts: 136RE# (as per Spec 4.38)4PR
C770Cut & Drill Existing Rail (as per Spec 4.39)6EA
C771Replace Concrete Deck (as per Spec 4.40)2CF
C772Rail Clips (as per Spec 4.41)2EA
C773Replace Spring Ground Throw (as per Spec 4.42)5EA
C774Install New Ambidex Boxes (as per Spec 4.43)1EA
C775Compromise Joint: 85#/100#/115#/136RE# (as per Spec 4.44)10PR
C776Joint Bar Maintenance (as per Spec 4.45)3EA
C777Complete 115# Tongue & Mate Turnouts (as per Spec 4.46)1EA
C778Traffic and Railroad Signals Service (as per Spec 4.48)48HR
C779Ultrasonic Track Testing (as per Spec 4.49)1MI
C780Complete Rail Reconstruction (Up to 2,399 Track Feet of
Continuous Work 115#) (as per Spec 4.50)700TF
C781Complete Rail Reconstruction (Between 2,400 and 10,559
Track Feet of Continuous Work) (as per Spec 4.50)1800TF
C782Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work 115#) (as per Spec 4.50)2500TF
C783Composite Railroad Ties (as per Spec 4.50)20EA
C784Engineering Services (as per Spec 4.55)160HR
C785Equipment Operator - Negotiated work only (Davis Bacon Rates) (as per Spec 4.57)40HR
C786Foreman Negotiated work only (Davis Bacon Rates) (as per Spec 4.57)40HR
C787Laborer - Negotiated work only (Davis Bacon Rates) as (per Spec 4.57)40HR
C788Equipment - Negotiated work only (as per Spec 4.58)$5,000.00LS
C789Fixed Burden Rate (Composite SCA Rate) (as per Spec 4.59)500LH
C790Material (as per Spec 4.58)$15,000.00LS
C791Repair Flangeway spalling, cracking, and delamination not exceeding one 80lb bag of epoxy mortar (as per Spec 4.60)10EA
C792Repair Flangeway spalling, cracking, and delamination up to 500 cubic feet (as per Spec 4.60)500CF
C793Repair Flangeway spalling, cracking, and delamination above 501 cubic feet (as per Spec 4.60)1000CF
C794Flangeway cleaning Trestle 1A. ( as per Spec 4.33)4EA
C795Flangeway cleaning Trestle 2. (as per Spec 4.33)4EA
C796Flangeway cleaning Trestle 3A (as per Spec 4.33)4EA
C797Flangeway cleaning Trestle 4 (as per Spec 4.33)4EA
C798Flangeway cleaning Pier 3A (as per Spec 4.33)4EA
C799Flangeway cleaning Pier 4 (as per Spec 4.33)4EA
C800J Bolts (as per Spec 4.53)4EA
C801Hook Plates ( as per Spec 4.544EA
C802Topographic Survey Crew (4.61)16EA
Total IQ Line Items C700 Through C802

TOTAL NON-RECURRING WORK PRICE 2ND OPTIONPERIOD - NWS Earle

Mech 2nd

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-R-2526
EXHIBIT A - CLIN 0006
Continuation Line Item 0009 Non-Recurring Work - 2nd Option Period
PROVIDE PRICES FOR NSA MECHANICSBURG - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs C800 through C891 ARE FOR NSA MECHANICSBURG
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
C800Emergency Call6EA
C801Turnout Maintenance (PM)52EA
C802Thawing of Switches5EA
C803Install Rail: 100# - (Up to 2,399 Track Feet of Continuous
Work)100LF
C804Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work)1000LF
C805Install Rail: 115# - (Up to 2,399 Track Feet of Continuous
Work)200LF
C806Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work)1000LF
C807Install Rail: 131# - (Up to 2,399 Track Feet of Continuous
Work)200LF
C808Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work)2400LF
C809Replace Rail: 85#0LF
C810Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run)250EA
C811Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive250EA
C812Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run)250EA
C813Crossties: 7"x 9"x 8'-6", Overpass0EA
C814Crossties: 7"x 9"x 8'-6", Crossings200EA
C815Switch Timbers: 7"x 9"x 9'-0"120EA
C816Switch Timbers: 7"x 9"x 10'-0"100EA
C817Switch Timbers: 7"x 9"x 11'-0"75EA
C818Switch Timbers: 7"x 9"x 12'-0"50EA
C819Switch Timbers: 7"x 9"x 13'-0"35EA
C820Switch Timbers: 7"x 9"x 14'-0"30EA
C821Switch Timbers: 7"x 9"x 15'-0"20EA
C822Switch Timbers: 7"x 9"x 16'-0"40EA
C823Switch Timbers: 7"x 9"x 22'-0"20EA
C824Switch Stand Timbers: 7"x 9"x 13'-0"31EA
C825Tie Plates: Double Shoulder500EA
C826Cut Spikes: 6" x 5/8"3,100EA
C827Rail Anchors: 85#100EA
C828Rail Anchors: 100#200EA
C829Rail Anchors: 115#600EA
C830Rail Anchors: 131#300EA
C831Ballast600TON
C832Repair Grounding System - Ground Electrode0EA
C833Repair Grounding System - Ground Track0EA
C834Repair Grounding System - Rail Bond5EA
C835Repair Grounding System - Insulating Joint1EA
C836Track Bolts: 85# Rail150EA
C837Track Bolts: 100# Rail200EA
C838Track Bolts: 115# Rail500EA
C839Track Bolts: 131# Rail200EA
C840Surfacing, Tamping & Lining (Up to 2,399 Track Feet of
Continuous Work)1,600TF
C841Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work)2,400TF
C842Gauging1,800TF
C843Regulate & Dress (Up to 2,399 Track Feet of Continuous
Work)3,800TF
C844Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work)3,800TF
C845Ground Throw Switch Stand5EA
C846Install Complete New #8 Turnout: 85#0EA
C847Install Complete New #8 Turnout: 100#0EA
C848Install Complete New #8 Turnout: 115#2EA
C849Install Complete New #8 Turnout: 131#2EA
C850Install Complete New #10 Turnout: 85#0EA
C851Install Complete New #10 Turnout: 100#1EA
C852Install Complete New #10 Turnout: 115#2EA
C853Install Complete New #10 Turnout: 131#2EA
C854Switch Bolts: 80#-131# Guard Rail15EA
C855Switch Bolts: 80#-131# Heel Block5EA
C856Rail Stops1PR
C857Remove Existing Asphalt350TN
C858Provide Asphalt Pavement350TN
C859Excavate to Bottom of Tie, Partial Track Construction100LF
C860Excavate 6"-8" Below Tie, Complete Track Construction250LF
C861Flangeway Road Crossing40LF
C862Railseal Rubber Flangeway Sealer10LF
C863Concrete Panel Roadway Crossing30LF
C864Cleaning of Flange Ways70TF
C865Ditch Maintenance100LF
C866Excavation of Mud Cribs70EA
C867New Filter Fabric450SY
C868New Subdrains200LF
C869Joint Bars with Bolts: 85#10PR
C870Joint Bars with Bolts: 100#15PR
C871Joint Bars with Bolts: 115#15PR
C872Joint Bars with Bolts: 131#15PR
C873Cut & Drill Existing Rail12EA
C874Replace Concrete Deck2CF
C875Rail Clips2EA
C876Replace Spring Ground Throw5EA
C877Compromise Joint: 80#/131#20PR
C878Joint Bar Maintenance3EA
C879Complete 100#/131# Tongue & Mate Turnouts1EA
C880Ultrasonic Track Testing1MI
C881Complete Rail Reconstruction (Up to 2,399 Track Feet of
Continuous Work)0TF
C882Complete Rail Reconstruction (Between 2,400 and 10,559
Track Feet of Continuous Work)0TF
C883Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work)0TF
C884Composite Railroad Ties20EA
C885Engineering Services160HR
C886Equipment Operator (Davis Bacon)40HR
C887Foreman (Davis Bacon)40HR
C888Laborer (Davis Bacon)40HR
C889Equipment for Task Hour Line Item$5,000.00LS
C890Unit Priced Labor Work (Composite SCA Rate)500LH
C891Material$15,000.00LS

Total IQ Line Items C800 Through C891

TOTAL NON-RECURRING WORK PRICE 2ND OPTION PERIOD - NSA MECHANICSBURG

Earle 3rd

ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-R-2526
EXHIBIT A - CLIN 0007
Line Item 0010 Recurring Work - 3rd Option Period
PROVIDE PRICES FOR NWS EARLE - RECURRING WORK - IN ACCORDANCE WITH SECTION C, SPEC ITEM 3
ELINs C001
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
D001 - NAVSTA Spec Item 3
D001Firm Fixed-Price Work
D001AAEmergency Service Order 3.1.110EA
D001ABRoutine Service Order 3.1.34EA
D001ACMonthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.165EA
D001ADSemiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1285EA
D001AERoad Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.28EA
D001AFRoad Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.38EA
D001AGHerbiciding Preventive Maintenance (PM) Program 3.2.9.484MI
D001AHTree and Brush Trimming 3.2.9.584MI
D001AJUltra Sonic Testing of Ground Level Rail 3.4.30MI
TOTAL FFP LINE ITEMS
ATTACHMENT J-0200000-15
EXHIBIT LINE ITEM NUMBERS
SOLICITATION/CONTRACT #N40085-23-D-XXXX
EXHIBIT A - CLIN 9000
Line Item 0011 Non-Recurring Work - 3rd Option Period
PROVIDE PRICES FOR NWS EARLE - NON-RECURRING WORK PRICE - IN ACCORDANCE WITH SECTION C, SPEC ITEM 4
ELINs D700 through D802ARE FOR NWS EARLE
ELIN / Sub ELINDescriptionQuantityUnit of IssueUnit PriceTotal
D700Emergency Call (as per Spec 4.1)6EA
D701Thawing of Switches (as per Spec.4.25EA
D702Install Rail: 100# - (Up to 2,399 Track Feet of Continuous
Work) Work (as per Spec 4.3)100LF
D703Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work)Work (as per Spec 4.3)1400LF
D704Install Rail: 115# - (Up to 2,399 Track Feet of Continuous
Work) Work (as per Spec 4.3)200LF
D705Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) Work (as per Spec 4.3)2400LF
D706Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous
Work (as per Spec 4.3)25LF
D707Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3)25LF
D708Replace Rail: 85# (as per Spec 4.4)200LF
D709Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run)(as per Spec 4.5)250EA
D710Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive(as per Spec 4.5)250EA
D711Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run)(as per Spec 4.5)250EA
D712Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5)24EA
D713Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5)200EA
D714Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8)120EA
D715Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8)100EA
D716Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8)75EA
D717Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8)50EA
D718Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)35EA
D719Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8)30EA
D720Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8)20EA
D721Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8)40EA
D722Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8)31EA
D723Tie Plates: Double Shoulder (as per Spec 4.9)750EA
D724Cut Spikes: 6" x 5/8" (as per Spec 4.10)1,500EA
D725Rail Anchors: 85# (as per Spec 4.11)400EA
D726Rail Anchors: 100# (as per Spec 4.11)200EA
D727Rail Anchors: 115# (as per Spec 4.11)600EA
D728Rail Anchors: 136RE# (as per Spec 4.11)50EA
D729Ballast (as per Spec 4.12)600TON
D730Repair Grounding System - Ground Electrode (as per Spec 4.13)1EA
D731Repair Grounding System - Ground Track (as per Spec 4.14)1EA
D732Repair Grounding System - Rail Bond (as per Spec 4.15)5EA
D733Repair Grounding System - Insulating Joint (as per Spec 4.16)1EA
D734Track Bolts: 85# Rail (as per Spec 4.11)250EA
D735Track Bolts: 100# Rail (as per Spec 4.11)300EA
D736Track Bolts: 115# Rail (as per Spec 4.11)200EA
D737Track Bolts: 136RA# Rail (as per Spec 4.11)100EA
D738Surfacing, Tamping & Lining (Up to 2,399 Track Feet of
Continuous Work) (as per Spec 4.18)1,600TF
D739Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.18)2,400TF
D740Gauging (as per Spec 4.19)1,800TF
D741Regulate & Dress (Up to 2,399 Track Feet of Continuous
Work) (as per Spec 4.18)3,800TF
D742Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20)3,800TF
D743Ground Throw Switch Stand (as per Spec 4.21)5EA
D744Install Complete New #8 Turnout: 85# (as per Spec 4.22)0EA
D745Install Complete New #8 Turnout: 100# (as per Spec 4.22)0EA
D746Install Complete New #8 Turnout: 115# (as per Spec 4.22)2EA
D747Install Complete New #8 Turnout: 136RE# (as per Spec 4.22)1EA
D748Install Complete New #10 Turnout: 85# (as per Spec 4.22)0EA
D749Install Complete New #10 Turnout: 100# (as per Spec 4.22)0EA
D750Install Complete New #10 Turnout: 115# (as per Spec 4.22)2EA
D751Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23)15EA
D752Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24)5EA
D753Rail Stops (as per Spec 4.25)0PR
D754Remove Existing Asphalt (as per Spec 4.26)350TN
D755Provide Asphalt Pavement (as per Spec 4.27)350TN
D756Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28)100LF
D757Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.25)250LF
D758Flangeway Road Crossing (as per Spec 4.30)40LF
D759Railseal Rubber Flangeway Sealer (as per Spec 4.31)50LF
D760Concrete Panel Roadway Crossing (as per Spec 4.32)60LF
D761Cleaning of Flange Ways (as per Spec 4.33)70TF
D762Ditch Maintenance (as per Spec 4.34)100LF
D763Excavation of Mud Cribs (as per Spec 4.35)70EA
D764New Filter Fabric (as per Spec 4.36)450SY
D765New Subdrains (as per Spec 4.37)200LF
D766Joint Bars with Bolts: 85# (as per Spec 4.38)20PR
D767Joint Bars with Bolts: 100# (as per Spec 4.38)15PR
D768Joint Bars with Bolts: 115# (as per Spec 4.38)10PR
D769Joint Bars with Bolts: 136RE# (as per Spec 4.38)4PR
D770Cut & Drill Existing Rail (as per Spec 4.38)6EA
D771Replace Concrete Deck (as per Spec 4.40)2CF
D772Rail Clips (as per Spec 4.41)2EA
D773Replace Spring Ground Throw (as per Spec 4.42)5EA
D774Install New Ambidex Boxes (as per Spec 4.43)1EA
D775Compromise Joint: 85#/100#/115#/136RE# (as per Spec 4.44)10PR
D776Joint Bar Maintenance (as per Spec 4.45)3EA
D777Complete 115# Tongue & Mate Turnouts (as per Spec 4.46)1EA
D778Traffic and Railroad Signals Service (as per Spec 4.48)48HR
D779Ultrasonic Track Testing (as per Spec 4.49)1MI

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File details come from the government source that posted it. Updated .