Attachment J-0200000-15- ELINs.xlsx
XLSX spreadsheet 96 KB Posted
- Solicitation number
- N4008523R2526
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 FFP | FFP (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 IDIQ | Mechanicsburg IDIQ | Combined Earle & Mech IDIQ) |
| Base | Base | $0.00 |
| 1st Option | 1st Option | $0.00 |
| 2 nd Option | 2 nd Option | $0.00 |
| 3rd Option | 3rd Option | $0.00 |
| 4th Option | 4th Option | $0.00 |
| Sub total | Sub 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| A001 - NAVSTA Spec Item 3 | ||||
| A001 | Firm Fixed-Price Work | |||
| A001AA | Emergency Service Order 3.1.1 | 10 | EA | |
| A001AB | Routine Service Order 3.1.3 | 4 | EA | |
| A001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA | |
| A001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA | |
| A001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA | |
| A001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA | |
| A001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI | |
| A001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI | |
| A001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 84 | MI | Note: 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| A700 | Emergency Call (as per Spec 4.1) | 6 | EA | |||
| A701 | Thawing of Switches (as per Spec.4.2) | 5 | EA | |||
| A702 | Install Rail: 100# - Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.3) | 25 | LF | ||||
| A703 | Install Rail: 100# - Production - 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3) | 25 | LF | |||
| A704 | Install Rail: 115# - Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.3) | 200 | LF | ||||
| A705 | Install Rail: 115# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3) | 2400 | LF | |||
| A706 | Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.3) | 25 | LF | ||||
| A707 | Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3) | 25 | LF | |||
| A708 | Replace Rail: 85# (as per Spec 4.4) | 200 | LF | |||
| A709 | Crossties: 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) | 250 | EA | |||
| A710 | Crossties: 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) | 250 | EA | |||
| A711 | Crossties: 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) | 250 | EA | |||
| A712 | Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5) | 24 | EA | |||
| A713 | Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5) | 200 | EA | |||
| A714 | Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8) | 120 | EA | |||
| A715 | Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8) | 100 | EA | |||
| A716 | Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8) | 75 | EA | |||
| A717 | Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8) | 50 | EA | |||
| A718 | Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 35 | EA | |||
| A719 | Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8) | 30 | EA | |||
| A720 | Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8) | 20 | EA | |||
| A721 | Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8) | 40 | EA | |||
| A722 | Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 31 | EA | |||
| A723 | Tie Plates: Double Shoulder (as per Spec 4.9) | 750 | EA | |||
| A724 | Cut Spikes: 6" x 5/8"(as per Spec 4.10) | 1,500 | EA | |||
| A725 | Rail Anchors: 85# (as per Spec 4.11) | 400 | EA | |||
| A726 | Rail Anchors: 100# (as per Spec 4.11) | 200 | EA | |||
| A727 | Rail Anchors: 115# (as per Spec 4.11) | 600 | EA | |||
| A728 | Rail Anchors: 136RE# (as per Spec 4.11) | 50 | EA | |||
| A729 | Ballast (as per Spec 4.12) | 600 | TON | |||
| A730 | Repair Grounding System - Ground Electrode (as per Spec 4.13) | 1 | EA | |||
| A731 | Repair Grounding System - Ground Track (as per Spec 4.14) | 1 | EA | |||
| A732 | Repair Grounding System - Rail Bond(as per Spec 4.15) | 5 | EA | |||
| A733 | Repair Grounding System - Insulating Joint (as per Spec 4.16) | 1 | EA | |||
| A734 | Track Bolts: 85# Rail (as per Spec 4.11) | 250 | EA | |||
| A735 | Track Bolts: 100# Rail (as per Spec 4.11) | 300 | EA | |||
| A736 | Track Bolts: 115# Rail (as per Spec 4.11) | 200 | EA | |||
| A737 | Track Bolts: 136RA# Rail (as per Spec 4.11) | 100 | EA | |||
| A738 | Surfacing, Tamping & Lining Up to 2,399 Track Feet of | |||||
| Continuous Work (as per Spec 4.18) | 1,600 | TF | ||||
| A739 | Surfacing, Tamping & Lining - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.18) | 2,400 | TF | |||
| A740 | Gauging (as per Spec 4.19) | 1,800 | TF | |||
| A741 | Regulate & Dress Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.20) | 3,800 | TF | ||||
| A742 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20) | 3,800 | TF | |||
| A743 | Ground Throw Switch Stand (as per Spec 4.21) | 5 | EA | |||
| A744 | Install Complete New #8 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| A745 | Install Complete New #8 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| A746 | Install Complete New #8 Turnout: 115# (as per Spec 4.22) | 1 | EA | |||
| A747 | Install Complete New #8 Turnout: 136RE# (as per Spec 4.22) | 1 | EA | |||
| A748 | Install Complete New #10 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| A749 | Install Complete New #10 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| A750 | Install Complete New #10 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| A751 | Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23) | 15 | EA | |||
| A752 | Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24) | 5 | EA | |||
| A753 | Rail Stops (as per Spec 4.25) | 0 | PR | |||
| A754 | Remove Existing Asphalt (as per Spec 4.26) | 350 | TN | |||
| A755 | Provide Asphalt Pavement (as per Spec 4.27) | 350 | TN | |||
| A756 | Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28) | 100 | LF | |||
| A757 | Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.29) | 250 | LF | |||
| A758 | Flangeway Road Crossing (as per Spec 4.30) | 40 | LF | |||
| A759 | Railseal Rubber Flangeway Sealer (as per Spec 4.31) | 50 | LF | |||
| A760 | Concrete Panel Roadway Crossing (as per Spec 4.32) | 60 | LF | |||
| A761 | Cleaning of Flange Ways (as per Spec 4.33) | 70 | TF | |||
| A762 | Ditch Maintenance (as per Spec 4.34) | 100 | LF | |||
| A763 | Excavation of Mud Cribs (as per Spec 4.35) | 70 | EA | |||
| A764 | New Filter Fabric (as per Spec 4.36) | 450 | SY | |||
| A765 | New Subdrains (as per Spec 4.37) | 200 | LF | |||
| A766 | Joint Bars with Bolts: 85# (as per Spec 4.38) | 20 | PR | |||
| A767 | Joint Bars with Bolts: 100# (as per Spec 4.38) | 15 | PR | |||
| A768 | Joint Bars with Bolts: 115# (as per Spec 4.38) | 10 | PR | |||
| A769 | Joint Bars with Bolts: 136RE# (as per Spec 4.38) | 4 | PR | |||
| A770 | Cut & Drill Existing Rail (as per Spec 4.39) | 6 | EA | |||
| A771 | Replace Concrete Deck (as per Spec 4.40) | 1 | CF | |||
| A772 | Rail Clips (as per Spec 4.41) | 2 | EA | |||
| A773 | Replace Spring Ground Throw (as per Spec 4.42) | 2 | EA | |||
| A774 | Install New Ambidex Boxes (as per Spec 4.43) | 4 | EA | |||
| A775 | Compromise Joint: 85#/100#/115#/136RE# (as per Spec 4.44) | 10 | PR | |||
| A776 | Joint Bar Maintenance (as per Spec 4.45) | 3 | EA | |||
| A777 | Complete 115# Tongue & Mate Turnouts (as per Spec 4.46) | 1 | EA | |||
| A778 | Traffic and Railroad Signals Service (as per Spec 4.48) | 48 | HR | |||
| A779 | Ultrasonic Track Testing (as per Spec 4.49) | 1 | MI | |||
| A780 | Complete Rail Reconstruction Up to 2,399 Track Feet of | |||||
| Continuous Work 115# (as per Spec 4.50) | 700 | TF | ||||
| A781 | Complete Rail Reconstruction Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) (as per Spec 4.50) | 1800 | TF | ||||
| A782 | Complete Rail Reconstruction More than 10,560 Track Feet of Continuous Work 115# (as per Spec 4.50) | 2500 | TF | |||
| A783 | Composite Railroad Ties (as per Spec 4.51) | 2 | EA | |||
| A784 | Engineering Services (as per Spec 4.55) | 160 | HR | |||
| A785 | Equipment Operator - Negotiated work only (Davis Bacon Rates) (as per Spec 4.57) | 40 | HR | |||
| A786 | Foreman Negotiated work only (Davis Bacon Rates) (as per Spec 4.57) | 40 | HR | |||
| A787 | Laborer - Negotiated work only (Davis Bacon Rates) as (per Spec 4.57) | 40 | HR | |||
| A788 | Equipment - Negotiated work only (as per Spec 4.58) | $5,000.00 | LS | |||
| A789 | Fixed Burden Rate (Composite SCA Rate) (as per Spec 4.59) | 500 | EA | |||
| A790 | Material (as per Spec 4.58) | $15,000.00 | LS | |||
| A791 | Repair Flangeway spalling, cracking, and delamination not exceeding one 80lb bag of epoxy mortar (as per Spec 4.60) | 10 | EA | |||
| A792 | Repair Flangeway spalling, cracking, and delamination up to 500 cubic feet (as per Spec 4.60) | 500 | CF | |||
| A793 | Repair Flangeway spalling, cracking, and delamination above 501 cubic feet (as per Spec 4.60) | 1000 | CF | |||
| A794 | Flangeway cleaning Trestle 1A ( as per Spec 4.33) | 4 | EA | |||
| A795 | Flangeway cleaning Trestle 2 (as per Spec 4.33) | 4 | EA | |||
| A796 | Flangeway cleaning Trestle 3A (as per Spec 4.33) | 4 | EA | |||
| A797 | Flangeway cleaning Trestle 4 (as per Spec 4.33) | 4 | EA | |||
| A798 | Flangeway cleaning Pier 3A (as per Spec 4.33) | 4 | EA | |||
| A799 | Flangeway cleaning Pier 4 (as per Spec 4.33) | 4 | EA | |||
| A800 | J Bolts (as per Spec 4.53) | 500 | EA | |||
| A801 | Hook Plates (as per Spec 4.54) | 500 | EA | |||
| A802 | Topographic Survey Crew (4.61) | 16 | Hour | |||
| 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| A800 | Emergency Call | 6 | EA | |||
| A801 | Turnout Maintenance (PM) | 52 | EA | |||
| A802 | Thawing of Switches | 5 | EA | |||
| A803 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | ||||
| A804 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | |||
| A805 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | ||||
| A806 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | |||
| A807 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | ||||
| A808 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | |||
| A809 | Replace Rail: 85# | 0 | LF | |||
| A810 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | |||
| A811 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | |||
| A812 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | |||
| A813 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | |||
| A814 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | |||
| A815 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | |||
| A816 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | |||
| A817 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | |||
| A818 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | |||
| A819 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | |||
| A820 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | |||
| A821 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | |||
| A822 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | |||
| A823 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | |||
| A824 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | |||
| A825 | Tie Plates: Double Shoulder | 500 | EA | |||
| A826 | Cut Spikes: 6" x 5/8" | 3,100 | EA | |||
| A827 | Rail Anchors: 85# | 100 | EA | |||
| A828 | Rail Anchors: 100# | 200 | EA | |||
| A829 | Rail Anchors: 115# | 600 | EA | |||
| A830 | Rail Anchors: 131# | 300 | EA | |||
| A831 | Ballast | 600 | TON | |||
| A832 | Repair Grounding System - Ground Electrode | 0 | EA | |||
| A833 | Repair Grounding System - Ground Track | 0 | EA | |||
| A834 | Repair Grounding System - Rail Bond | 5 | EA | |||
| A835 | Repair Grounding System - Insulating Joint | 1 | EA | |||
| A836 | Track Bolts: 85# Rail | 150 | EA | |||
| A837 | Track Bolts: 100# Rail | 200 | EA | |||
| A838 | Track Bolts: 115# Rail | 500 | EA | |||
| A839 | Track Bolts: 131# Rail | 200 | EA | |||
| A840 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | ||||
| A841 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | \ | ||
| A842 | Gauging | 1,800 | TF | |||
| A843 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | ||||
| A844 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | |||
| A845 | Ground Throw Switch Stand | 5 | EA | |||
| A846 | Install Complete New #8 Turnout: 85# | 0 | EA | |||
| A847 | Install Complete New #8 Turnout: 100# | 0 | EA | |||
| A848 | Install Complete New #8 Turnout: 115# | 2 | EA | |||
| A849 | Install Complete New #8 Turnout: 131# | 2 | EA | |||
| A850 | Install Complete New #10 Turnout: 85# | 0 | EA | |||
| A851 | Install Complete New #10 Turnout: 100# | 1 | EA | |||
| A852 | Install Complete New #10 Turnout: 115# | 2 | EA | |||
| A853 | Install Complete New #10 Turnout: 131# | 2 | EA | |||
| A854 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | |||
| A855 | Switch Bolts: 80#-131# Heel Block | 5 | EA | |||
| A856 | Rail Stops | 1 | PR | |||
| A857 | Remove Existing Asphalt | 350 | TN | |||
| A858 | Provide Asphalt Pavement | 350 | TN | |||
| A859 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | |||
| A860 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | |||
| A861 | Flangeway Road Crossing | 40 | LF | |||
| A862 | Railseal Rubber Flangeway Sealer | 10 | LF | |||
| A863 | Concrete Panel Roadway Crossing | 30 | LF | |||
| A864 | Cleaning of Flange Ways | 70 | TF | |||
| A865 | Ditch Maintenance | 100 | LF | |||
| A866 | Excavation of Mud Cribs | 70 | EA | |||
| A867 | New Filter Fabric | 450 | SY | |||
| A868 | New Subdrains | 200 | LF | |||
| A869 | Joint Bars with Bolts: 85# | 10 | PR | |||
| A870 | Joint Bars with Bolts: 100# | 15 | PR | |||
| A871 | Joint Bars with Bolts: 115# | 15 | PR | |||
| A872 | Joint Bars with Bolts: 131# | 15 | PR | |||
| A873 | Cut & Drill Existing Rail | 12 | EA | |||
| A874 | Replace Concrete Deck | 2 | CF | |||
| A875 | Rail Clips | 2 | EA | |||
| A876 | Replace Spring Ground Throw | 5 | EA | |||
| A877 | Compromise Joint: 80#/131# | 20 | PR | |||
| A878 | Joint Bar Maintenance | 3 | EA | |||
| A879 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | |||
| A880 | Ultrasonic Track Testing | 1 | MI | |||
| A881 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | ||||
| A882 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | ||||
| A883 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | |||
| A884 | Composite Railroad Ties | 20 | EA | |||
| A885 | Engineering Services | 160 | HR | |||
| A886 | Equipment Operator (Davis Bacon) | 40 | HR | |||
| A887 | Foreman (Davis Bacon) | 40 | HR | |||
| A888 | Laborer (Davis Bacon) | 40 | HR | |||
| A889 | Equipment for Task Hour Line Item | $5,000.00 | LS | |||
| A890 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | |||
| A891 | Material | $15,000.00 | LS |
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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| B001 - NAVSTA Spec Item 3 | |||
| B001 | Firm Fixed-Price Work | ||
| B001AA | Emergency Service Order 3.1.1 | 10 | EA |
| B001AB | Routine Service Order 3.1.3 | 4 | EA |
| B001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA |
| B001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA |
| B001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA |
| B001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA |
| B001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI |
| B001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI |
| B001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI |
| 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| B700 | Emergency Call (as per Spec 4.1) | 6 | EA | |||
| B701 | Thawing of Switches (as per Spec.4.2) | 5 | EA | |||
| B702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec 4.3) | 100 | LF | ||||
| B703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.3) | 1400 | LF | |||
| B704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec 4.3) | 200 | LF | ||||
| B705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.3) | 2400 | LF | |||
| B706 | Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.3) | 25 | LF | ||||
| B707 | Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3) | 25 | LF | |||
| B708 | Replace Rail: 85# (as per Spec 4.4) | 200 | LF | |||
| B709 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | |||
| B710 | Crossties: 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) | 250 | EA | |||
| B711 | Crossties: 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) | 250 | EA | |||
| B712 | Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5) | 24 | EA | |||
| B713 | Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5) | 200 | EA | |||
| B714 | Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8) | 120 | EA | |||
| B715 | Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8) | 100 | EA | |||
| B716 | Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8) | 75 | EA | |||
| B717 | Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8) | 50 | EA | |||
| B718 | Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 35 | EA | |||
| B719 | Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8) | 30 | EA | |||
| B720 | Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8) | 20 | EA | |||
| B721 | Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8) | 40 | EA | |||
| B722 | Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 31 | EA | |||
| B723 | Tie Plates: Double Shoulder (as per Spec 4.9) | 750 | EA | |||
| B724 | Cut Spikes: 6" x 5/8" (as per Spec 4.10) | 1,500 | EA | |||
| B725 | Rail Anchors: 85# (as per Spec 4.11) | 400 | EA | |||
| B726 | Rail Anchors: 100# (as per Spec 4.11) | 200 | EA | |||
| B727 | Rail Anchors: 115# (as per Spec 4.11) | 600 | EA | |||
| B728 | Rail Anchors: 136RE# (as per Spec 4.11) | 50 | EA | |||
| B729 | Ballast (as per Spec 4.12) | 600 | TON | |||
| B730 | Repair Grounding System - Ground Electrode (as per Spec 4.13) | 1 | EA | |||
| B731 | Repair Grounding System - Ground Track (as per Spec 4.14) | 1 | EA | |||
| B732 | Repair Grounding System - Rail Bond (as per Spec 4.15) | 5 | EA | |||
| B733 | Repair Grounding System - Insulating Joint (as per Spec 4.16) | 1 | EA | |||
| B734 | Track Bolts: 85# Rail (as per Spec 4.11) | 250 | EA | |||
| B735 | Track Bolts: 100# Rail (as per Spec 4.11) | 300 | EA | |||
| B736 | Track Bolts: 115# Rail (as per Spec 4.11) | 200 | EA | |||
| B737 | Track Bolts: 136RA# Rail (as per Spec 4.11) | 100 | EA | |||
| B738 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) (as per Spec 4.18) | 1,600 | TF | ||||
| B739 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.18) | 2,400 | TF | |||
| B740 | Gauging (as per Spec 4.19) | 1,800 | TF | |||
| B741 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec 4.20) | 3,800 | TF | ||||
| B742 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20) | 3,800 | TF | |||
| B743 | Ground Throw Switch Stand (as per Spec 4.21) | 5 | EA | |||
| B744 | Install Complete New #8 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| B745 | Install Complete New #8 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| B746 | Install Complete New #8 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| B747 | Install Complete New #8 Turnout: 136RE# (as per Spec 4.22) | 1 | EA | |||
| B748 | Install Complete New #10 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| B749 | Install Complete New #10 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| B750 | Install Complete New #10 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| B751 | Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23) | 15 | EA | |||
| B752 | Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24) | 5 | EA | |||
| B753 | Rail Stops (as per Spec 4.25) | 0 | PR | |||
| B754 | Remove Existing Asphalt (as per Spec 4.26) | 350 | TN | |||
| B755 | Provide Asphalt Pavement (as per Spec 4.27) | 350 | TN | |||
| B756 | Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28) | 100 | LF | |||
| B757 | Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.29) | 250 | LF | |||
| B758 | Flangeway Road Crossing (as per Spec 4.30) | 40 | LF | |||
| B759 | Railseal Rubber Flangeway Sealer (as per Spec 4.31) | 50 | LF | |||
| B760 | Concrete Panel Roadway Crossing (as per Spec 4.32) | 60 | LF | |||
| B761 | Cleaning of Flange Ways (as per Spec 4.33) | 70 | TF | |||
| B762 | Ditch Maintenance (as per Spec 4.34) | 100 | LF | |||
| B763 | Excavation of Mud Cribs (as per Spec 4.35) | 70 | EA | |||
| B764 | New Filter Fabric (as per Spec 4.36) | 450 | SY | |||
| B765 | New Subdrains (as per Spec 4.37) | 200 | LF | |||
| B766 | Joint Bars with Bolts: 85# (as per Spec 4.38) | 20 | PR | |||
| B767 | Joint Bars with Bolts: 100# (as per Spec 4.32) | 15 | PR | |||
| B768 | Joint Bars with Bolts: 115# (as per Spec 4.32) | 10 | PR | |||
| B769 | Joint Bars with Bolts: 136RE# (as per Spec 4.38) | 4 | PR | |||
| B770 | Cut & Drill Existing Rail (as per Spec 4.39) | 6 | EA | |||
| B771 | Replace Concrete Deck (as per Spec 4.40) | 2 | CF | |||
| B772 | Rail Clips (as per Spec 4.41) | 2 | EA | |||
| B773 | Replace Spring Ground Throw (as per Spec 4.42) | 5 | EA | |||
| B774 | Install New Ambidex Boxes (as per Spec 4.43) | 1 | EA | |||
| B775 | Compromise Joint: 80#/100#/115#/136RE (as per Spec 4.44) | 10 | PR | |||
| B776 | Joint Bar Maintenance (as per Spec 4.45) (as per Spec 4.45) | 3 | EA | |||
| B777 | Complete 115# Tongue & Mate Turnouts (as per Spec 4.46) | 1 | EA | |||
| B778 | Traffic and Railroad Signals Service (as per Spec 4.48) | 48 | HR | |||
| B779 | Ultrasonic Track Testing (as per Spec 4.49) | 1 | MI | |||
| B780 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work115 #) Spec 4.50) | 700 | TF | ||||
| B781 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) (Spec 4.50) | 1800 | TF | ||||
| B782 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work 115#) (Spec 4.50) | 2500 | TF | |||
| B783 | Composite Railroad Ties (as per Spec 4.50) | 20 | EA | |||
| B784 | Engineering Services (as per Spec 4.55) | 160 | HR | |||
| B785 | Equipment Operator - Negotiated work only (Davis Bacon Rates) (as per Spec 4.57) | 40 | HR | |||
| B786 | Foreman Negotiated work only (Davis Bacon Rates) (as per Spec 4.57) | 40 | HR | |||
| B787 | Laborer - Negotiated work only (Davis Bacon Rates) as (per Spec 4.57) | 40 | HR | |||
| B788 | Equipment - Negotiated work only (as per Spec 4.58) | $5,000.00 | LS | |||
| B789 | Fixed Burden Rate (Composite SCA Rate) (as per Spec 4.59) | 500 | LH | |||
| B790 | Material (as per Spec 4.58) | $15,000.00 | LS | |||
| B791 | Repair Flangeway spalling, cracking, and delamination not exceeding one 80lb bag of epoxy mortar (as per Spec 4.60) | 10 | EA | |||
| B792 | Repair Flangeway spalling, cracking, and delamination up to 500 cubic feet (as per Spec 4.60) | 500 | CF | |||
| B793 | Repair Flangeway spalling, cracking, and delamination above 501 cubic feet (as per Spec 4.60) | 1000 | CF | |||
| B794 | Flangeway cleaning Trestle 1A. ( as per Spec 4.33) | 4 | EA | |||
| B795 | Flangeway cleaning Trestle 2. (as per Spec 4.33) | 4 | EA | |||
| B796 | Flangeway cleaning Trestle 3A (as per Spec 4.33) | 4 | EA | |||
| B797 | Flangeway cleaning Trestle 4 (as per Spec 4.33) | 4 | EA | |||
| B798 | Flangeway cleaning Pier 3A (as per Spec 4.33) | 4 | EA | |||
| B799 | Flangeway cleaning Pier 4 (as per Spec 4.33) | 4 | EA | |||
| B800 | J Bolts (as per Spec 4.53) | 500 | EA | |||
| B801 | Hook Plates ( as per Spec 4.54) | 500 | EA | |||
| B802 | Topographic Survey Crew (4.61) | 16 | Hour | |||
| 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| B803 | Emergency Call | 6 | EA | |||
| B804 | Turnout Maintenance (PM) | 52 | EA | |||
| B805 | Thawing of Switches | 5 | EA | |||
| B806 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | ||||
| B807 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | |||
| B808 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | ||||
| B809 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | |||
| B810 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | ||||
| B811 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | |||
| B812 | Replace Rail: 85# | 0 | LF | |||
| B813 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | |||
| B814 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | |||
| B815 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | |||
| B816 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | |||
| B817 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | |||
| B818 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | |||
| B819 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | |||
| B820 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | |||
| B821 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | |||
| B822 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | |||
| B823 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | |||
| B824 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | |||
| B825 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | |||
| B826 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | |||
| B827 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | |||
| B828 | Tie Plates: Double Shoulder | 500 | EA | |||
| B829 | Cut Spikes: 6" x 5/8" | 3,100 | EA | |||
| B830 | Rail Anchors: 85# | 100 | EA | |||
| B831 | Rail Anchors: 100# | 200 | EA | |||
| B832 | Rail Anchors: 115# | 600 | EA | |||
| B833 | Rail Anchors: 131# | 300 | EA | |||
| B834 | Ballast | 600 | TON | |||
| B835 | Repair Grounding System - Ground Electrode | 0 | EA | |||
| B836 | Repair Grounding System - Ground Track | 0 | EA | |||
| B837 | Repair Grounding System - Rail Bond | 5 | EA | |||
| B838 | Repair Grounding System - Insulating Joint | 1 | EA | |||
| B839 | Track Bolts: 85# Rail | 150 | EA | |||
| B840 | Track Bolts: 100# Rail | 200 | EA | |||
| B841 | Track Bolts: 115# Rail | 500 | EA | |||
| B842 | Track Bolts: 131# Rail | 200 | EA | |||
| B843 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | ||||
| B844 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | |||
| B845 | Gauging | 1,800 | TF | |||
| B846 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | ||||
| B847 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | |||
| B848 | Ground Throw Switch Stand | 5 | EA | |||
| B849 | Install Complete New #8 Turnout: 85# | 0 | EA | |||
| B850 | Install Complete New #8 Turnout: 100# | 0 | EA | |||
| B851 | Install Complete New #8 Turnout: 115# | 2 | EA | |||
| B852 | Install Complete New #8 Turnout: 131# | 2 | EA | |||
| B853 | Install Complete New #10 Turnout: 85# | 0 | EA | |||
| B854 | Install Complete New #10 Turnout: 100# | 1 | EA | |||
| B855 | Install Complete New #10 Turnout: 115# | 2 | EA | |||
| B856 | Install Complete New #10 Turnout: 131# | 2 | EA | |||
| B857 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | |||
| B858 | Switch Bolts: 80#-131# Heel Block | 5 | EA | |||
| B859 | Rail Stops | 1 | PR | |||
| B860 | Remove Existing Asphalt | 350 | TN | |||
| B861 | Provide Asphalt Pavement | 350 | TN | |||
| B862 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | |||
| B863 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | |||
| B864 | Flangeway Road Crossing | 40 | LF | |||
| B865 | Railseal Rubber Flangeway Sealer | 10 | LF | |||
| B866 | Concrete Panel Roadway Crossing | 30 | LF | |||
| B867 | Cleaning of Flange Ways | 70 | TF | |||
| B868 | Ditch Maintenance | 100 | LF | |||
| B869 | Excavation of Mud Cribs | 70 | EA | |||
| B870 | New Filter Fabric | 450 | SY | |||
| B871 | New Subdrains | 200 | LF | |||
| B872 | Joint Bars with Bolts: 85# | 10 | PR | |||
| B873 | Joint Bars with Bolts: 100# | 15 | PR | |||
| B874 | Joint Bars with Bolts: 115# | 15 | PR | |||
| B875 | Joint Bars with Bolts: 131# | 15 | PR | |||
| B876 | Cut & Drill Existing Rail | 12 | EA | |||
| B877 | Replace Concrete Deck | 2 | CF | |||
| B878 | Rail Clips | 2 | EA | |||
| B879 | Replace Spring Ground Throw | 5 | EA | |||
| B880 | Compromise Joint: 80#/131# | 20 | PR | |||
| B881 | Joint Bar Maintenance | 3 | EA | |||
| B882 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | |||
| B883 | Ultrasonic Track Testing | 1 | MI | |||
| B884 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | ||||
| B885 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | ||||
| B886 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | |||
| B887 | Composite Railroad Ties | 20 | EA | |||
| B888 | Engineering Services | 160 | HR | |||
| B889 | Equipment Operator (Davis Bacon) | 40 | HR | |||
| B890 | Foreman (Davis Bacon) | 40 | HR | |||
| B891 | Laborer (Davis Bacon) | 40 | HR | |||
| B892 | Equipment for Task Hour Line Item | $5,000.00 | LS | |||
| B893 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | |||
| B894 | Material | $15,000.00 | LS |
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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| C001 - NAVSTA Spec Item 3 | |||
| C001 | Firm Fixed-Price Work | ||
| C001AA | Emergency Service Order 3.1.1 | 10 | EA |
| C001AB | Routine Service Order 3.1.3 | 4 | EA |
| C001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA |
| C001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA |
| C001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA |
| C001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA |
| C001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI |
| C001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI |
| C001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI |
| 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| C700 | Emergency Call (as per Spec 4.1) | 6 | EA | |||
| C701 | Thawing of Switches (as per Spec.4.2) | 5 | EA | |||
| C702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec.4.3) | 100 | LF | ||||
| C703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) (as per Spec.4.3) | 1400 | LF | |||
| C704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec.4.3) | 200 | LF | ||||
| C705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec.4.3) | 2400 | LF | |||
| C706 | Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.3) | 25 | LF | ||||
| C707 | Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3) | 25 | LF | |||
| C708 | Replace Rail: 85# (as per Spec 4.4) | 200 | LF | |||
| C709 | Crossties: 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) | 250 | EA | |||
| C710 | Crossties: 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) | 250 | EA | |||
| C711 | Crossties: 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) | 250 | EA | |||
| C712 | Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5) | 24 | EA | |||
| C713 | Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5) | 200 | EA | |||
| C714 | Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8) | 120 | EA | |||
| C715 | Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8) | 100 | EA | |||
| C716 | Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8) | 75 | EA | |||
| C717 | Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8) | 50 | EA | |||
| C718 | Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 35 | EA | |||
| C719 | Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8) | 30 | EA | |||
| C720 | Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8) | 20 | EA | |||
| C721 | Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8) | 40 | EA | |||
| C722 | Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 31 | EA | |||
| C723 | Tie Plates: Double Shoulder (as per Spec 4.9) | 750 | EA | |||
| C724 | Cut Spikes: 6" x 5/8" (as per Spec 4.10) | 1,500 | EA | |||
| C725 | Rail Anchors: 85# (as per Spec 4.11) | 400 | EA | |||
| C726 | Rail Anchors: 100# (as per Spec 4.11) | 200 | EA | |||
| C727 | Rail Anchors: 115# (as per Spec 4.11) | 600 | EA | |||
| C728 | Rail Anchors: 136RE# (as per Spec 4.11) | 50 | EA | |||
| C729 | Ballast (as per Spec 4.12) | 600 | TON | |||
| C730 | Repair Grounding System - Ground Electrode (as per Spec 4.13) | 1 | EA | |||
| C731 | Repair Grounding System - Ground Track (as per Spec 4.14) | 1 | EA | |||
| C732 | Repair Grounding System - Rail Bond (as per Spec 4.15) | 5 | EA | |||
| C733 | Repair Grounding System - Insulating Joint (as per Spec 4.16) | 1 | EA | |||
| C734 | Track Bolts: 85# Rail (as per Spec 4.11) | 250 | EA | |||
| C735 | Track Bolts: 100# Rail (as per Spec 4.11) | 300 | EA | |||
| C736 | Track Bolts: 115# Rail (as per Spec 4.11) | 200 | EA | |||
| C737 | Track Bolts: 136RA# Rail (as per Spec 4.11) | 100 | EA | |||
| C738 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) (as per Spec 4.18) | 1,600 | TF | ||||
| C739 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.18) | 2,400 | TF | |||
| C740 | Gauging (as per Spec 4.19) | 1,800 | TF | |||
| C741 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec 4.20) | 3,800 | TF | ||||
| C742 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20) | 3,800 | TF | |||
| C743 | Ground Throw Switch Stand (as per Spec 4.21) | 5 | EA | |||
| C744 | Install Complete New #8 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| C745 | Install Complete New #8 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| C746 | Install Complete New #8 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| C747 | Install Complete New #8 Turnout: 136RE# (as per Spec 4.22) | 1 | EA | |||
| C748 | Install Complete New #10 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| C749 | Install Complete New #10 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| C750 | Install Complete New #10 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| C751 | Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23) | 15 | EA | |||
| C752 | Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24) | 5 | EA | |||
| C753 | Rail Stops (as per Spec 4.25) | 0 | PR | |||
| C754 | Remove Existing Asphalt (as per Spec 4.26) | 350 | TN | |||
| C755 | Provide Asphalt Pavement (as per Spec 4.27) | 350 | TN | |||
| C756 | Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28) | 100 | LF | |||
| C757 | Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.29) | 250 | LF | |||
| C758 | Flangeway Road Crossing (as per Spec 4.30) | 40 | LF | |||
| C759 | Railseal Rubber Flangeway Sealer (as per Spec 4.31) | 50 | LF | |||
| C760 | Concrete Panel Roadway Crossing (as per Spec 4.32) | 60 | LF | |||
| C761 | Cleaning of Flange Ways (as per Spec 4.33) | 70 | TF | |||
| C762 | Ditch Maintenance (as per Spec 4.34) | 100 | LF | |||
| C763 | Excavation of Mud Cribs (as per Spec 4.35) | 70 | EA | |||
| C764 | New Filter Fabric (as per Spec 4.36) | 450 | SY | |||
| C765 | New Subdrains (as per Spec 4.37) | 200 | LF | |||
| C766 | Joint Bars with Bolts: 85# (as per Spec 4.38) | 20 | PR | |||
| C767 | Joint Bars with Bolts: 100# (as per Spec 4.38) | 15 | PR | |||
| C768 | Joint Bars with Bolts: 115# (as per Spec 4.38) | 10 | PR | |||
| C769 | Joint Bars with Bolts: 136RE# (as per Spec 4.38) | 4 | PR | |||
| C770 | Cut & Drill Existing Rail (as per Spec 4.39) | 6 | EA | |||
| C771 | Replace Concrete Deck (as per Spec 4.40) | 2 | CF | |||
| C772 | Rail Clips (as per Spec 4.41) | 2 | EA | |||
| C773 | Replace Spring Ground Throw (as per Spec 4.42) | 5 | EA | |||
| C774 | Install New Ambidex Boxes (as per Spec 4.43) | 1 | EA | |||
| C775 | Compromise Joint: 85#/100#/115#/136RE# (as per Spec 4.44) | 10 | PR | |||
| C776 | Joint Bar Maintenance (as per Spec 4.45) | 3 | EA | |||
| C777 | Complete 115# Tongue & Mate Turnouts (as per Spec 4.46) | 1 | EA | |||
| C778 | Traffic and Railroad Signals Service (as per Spec 4.48) | 48 | HR | |||
| C779 | Ultrasonic Track Testing (as per Spec 4.49) | 1 | MI | |||
| C780 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work 115#) (as per Spec 4.50) | 700 | TF | ||||
| C781 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) (as per Spec 4.50) | 1800 | TF | ||||
| C782 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work 115#) (as per Spec 4.50) | 2500 | TF | |||
| C783 | Composite Railroad Ties (as per Spec 4.50) | 20 | EA | |||
| C784 | Engineering Services (as per Spec 4.55) | 160 | HR | |||
| C785 | Equipment Operator - Negotiated work only (Davis Bacon Rates) (as per Spec 4.57) | 40 | HR | |||
| C786 | Foreman Negotiated work only (Davis Bacon Rates) (as per Spec 4.57) | 40 | HR | |||
| C787 | Laborer - Negotiated work only (Davis Bacon Rates) as (per Spec 4.57) | 40 | HR | |||
| C788 | Equipment - Negotiated work only (as per Spec 4.58) | $5,000.00 | LS | |||
| C789 | Fixed Burden Rate (Composite SCA Rate) (as per Spec 4.59) | 500 | LH | |||
| C790 | Material (as per Spec 4.58) | $15,000.00 | LS | |||
| C791 | Repair Flangeway spalling, cracking, and delamination not exceeding one 80lb bag of epoxy mortar (as per Spec 4.60) | 10 | EA | |||
| C792 | Repair Flangeway spalling, cracking, and delamination up to 500 cubic feet (as per Spec 4.60) | 500 | CF | |||
| C793 | Repair Flangeway spalling, cracking, and delamination above 501 cubic feet (as per Spec 4.60) | 1000 | CF | |||
| C794 | Flangeway cleaning Trestle 1A. ( as per Spec 4.33) | 4 | EA | |||
| C795 | Flangeway cleaning Trestle 2. (as per Spec 4.33) | 4 | EA | |||
| C796 | Flangeway cleaning Trestle 3A (as per Spec 4.33) | 4 | EA | |||
| C797 | Flangeway cleaning Trestle 4 (as per Spec 4.33) | 4 | EA | |||
| C798 | Flangeway cleaning Pier 3A (as per Spec 4.33) | 4 | EA | |||
| C799 | Flangeway cleaning Pier 4 (as per Spec 4.33) | 4 | EA | |||
| C800 | J Bolts (as per Spec 4.53) | 4 | EA | |||
| C801 | Hook Plates ( as per Spec 4.54 | 4 | EA | |||
| C802 | Topographic Survey Crew (4.61) | 16 | EA | |||
| 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| C800 | Emergency Call | 6 | EA | |||
| C801 | Turnout Maintenance (PM) | 52 | EA | |||
| C802 | Thawing of Switches | 5 | EA | |||
| C803 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 100 | LF | ||||
| C804 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | |||
| C805 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | ||||
| C806 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) | 1000 | LF | |||
| C807 | Install Rail: 131# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 200 | LF | ||||
| C808 | Install Rail: 131# - Production (2,400 Track Feet and Above of Continuous Work) | 2400 | LF | |||
| C809 | Replace Rail: 85# | 0 | LF | |||
| C810 | Crossties: 7"x 9"x 8'-6" (Where performed work is sporadic or on more than every sixth tie during consecutive run) | 250 | EA | |||
| C811 | Crossties: 7"x 9"x 8'-6" - Gauge (Where performed work is sporadic or on more than every sixth tie during consecutive | 250 | EA | |||
| C812 | Crossties: 7"x 9"x 8'-6" - Production (Where performed work is on at most every sixth tie during consecutive run) | 250 | EA | |||
| C813 | Crossties: 7"x 9"x 8'-6", Overpass | 0 | EA | |||
| C814 | Crossties: 7"x 9"x 8'-6", Crossings | 200 | EA | |||
| C815 | Switch Timbers: 7"x 9"x 9'-0" | 120 | EA | |||
| C816 | Switch Timbers: 7"x 9"x 10'-0" | 100 | EA | |||
| C817 | Switch Timbers: 7"x 9"x 11'-0" | 75 | EA | |||
| C818 | Switch Timbers: 7"x 9"x 12'-0" | 50 | EA | |||
| C819 | Switch Timbers: 7"x 9"x 13'-0" | 35 | EA | |||
| C820 | Switch Timbers: 7"x 9"x 14'-0" | 30 | EA | |||
| C821 | Switch Timbers: 7"x 9"x 15'-0" | 20 | EA | |||
| C822 | Switch Timbers: 7"x 9"x 16'-0" | 40 | EA | |||
| C823 | Switch Timbers: 7"x 9"x 22'-0" | 20 | EA | |||
| C824 | Switch Stand Timbers: 7"x 9"x 13'-0" | 31 | EA | |||
| C825 | Tie Plates: Double Shoulder | 500 | EA | |||
| C826 | Cut Spikes: 6" x 5/8" | 3,100 | EA | |||
| C827 | Rail Anchors: 85# | 100 | EA | |||
| C828 | Rail Anchors: 100# | 200 | EA | |||
| C829 | Rail Anchors: 115# | 600 | EA | |||
| C830 | Rail Anchors: 131# | 300 | EA | |||
| C831 | Ballast | 600 | TON | |||
| C832 | Repair Grounding System - Ground Electrode | 0 | EA | |||
| C833 | Repair Grounding System - Ground Track | 0 | EA | |||
| C834 | Repair Grounding System - Rail Bond | 5 | EA | |||
| C835 | Repair Grounding System - Insulating Joint | 1 | EA | |||
| C836 | Track Bolts: 85# Rail | 150 | EA | |||
| C837 | Track Bolts: 100# Rail | 200 | EA | |||
| C838 | Track Bolts: 115# Rail | 500 | EA | |||
| C839 | Track Bolts: 131# Rail | 200 | EA | |||
| C840 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 1,600 | TF | ||||
| C841 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) | 2,400 | TF | |||
| C842 | Gauging | 1,800 | TF | |||
| C843 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) | 3,800 | TF | ||||
| C844 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) | 3,800 | TF | |||
| C845 | Ground Throw Switch Stand | 5 | EA | |||
| C846 | Install Complete New #8 Turnout: 85# | 0 | EA | |||
| C847 | Install Complete New #8 Turnout: 100# | 0 | EA | |||
| C848 | Install Complete New #8 Turnout: 115# | 2 | EA | |||
| C849 | Install Complete New #8 Turnout: 131# | 2 | EA | |||
| C850 | Install Complete New #10 Turnout: 85# | 0 | EA | |||
| C851 | Install Complete New #10 Turnout: 100# | 1 | EA | |||
| C852 | Install Complete New #10 Turnout: 115# | 2 | EA | |||
| C853 | Install Complete New #10 Turnout: 131# | 2 | EA | |||
| C854 | Switch Bolts: 80#-131# Guard Rail | 15 | EA | |||
| C855 | Switch Bolts: 80#-131# Heel Block | 5 | EA | |||
| C856 | Rail Stops | 1 | PR | |||
| C857 | Remove Existing Asphalt | 350 | TN | |||
| C858 | Provide Asphalt Pavement | 350 | TN | |||
| C859 | Excavate to Bottom of Tie, Partial Track Construction | 100 | LF | |||
| C860 | Excavate 6"-8" Below Tie, Complete Track Construction | 250 | LF | |||
| C861 | Flangeway Road Crossing | 40 | LF | |||
| C862 | Railseal Rubber Flangeway Sealer | 10 | LF | |||
| C863 | Concrete Panel Roadway Crossing | 30 | LF | |||
| C864 | Cleaning of Flange Ways | 70 | TF | |||
| C865 | Ditch Maintenance | 100 | LF | |||
| C866 | Excavation of Mud Cribs | 70 | EA | |||
| C867 | New Filter Fabric | 450 | SY | |||
| C868 | New Subdrains | 200 | LF | |||
| C869 | Joint Bars with Bolts: 85# | 10 | PR | |||
| C870 | Joint Bars with Bolts: 100# | 15 | PR | |||
| C871 | Joint Bars with Bolts: 115# | 15 | PR | |||
| C872 | Joint Bars with Bolts: 131# | 15 | PR | |||
| C873 | Cut & Drill Existing Rail | 12 | EA | |||
| C874 | Replace Concrete Deck | 2 | CF | |||
| C875 | Rail Clips | 2 | EA | |||
| C876 | Replace Spring Ground Throw | 5 | EA | |||
| C877 | Compromise Joint: 80#/131# | 20 | PR | |||
| C878 | Joint Bar Maintenance | 3 | EA | |||
| C879 | Complete 100#/131# Tongue & Mate Turnouts | 1 | EA | |||
| C880 | Ultrasonic Track Testing | 1 | MI | |||
| C881 | Complete Rail Reconstruction (Up to 2,399 Track Feet of | |||||
| Continuous Work) | 0 | TF | ||||
| C882 | Complete Rail Reconstruction (Between 2,400 and 10,559 | |||||
| Track Feet of Continuous Work) | 0 | TF | ||||
| C883 | Complete Rail Reconstruction (More than 10,560 Track Feet of Continuous Work) | 0 | TF | |||
| C884 | Composite Railroad Ties | 20 | EA | |||
| C885 | Engineering Services | 160 | HR | |||
| C886 | Equipment Operator (Davis Bacon) | 40 | HR | |||
| C887 | Foreman (Davis Bacon) | 40 | HR | |||
| C888 | Laborer (Davis Bacon) | 40 | HR | |||
| C889 | Equipment for Task Hour Line Item | $5,000.00 | LS | |||
| C890 | Unit Priced Labor Work (Composite SCA Rate) | 500 | LH | |||
| C891 | Material | $15,000.00 | LS |
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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total |
| D001 - NAVSTA Spec Item 3 | |||
| D001 | Firm Fixed-Price Work | ||
| D001AA | Emergency Service Order 3.1.1 | 10 | EA |
| D001AB | Routine Service Order 3.1.3 | 4 | EA |
| D001AC | Monthly Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located on the Pier Complex) 3.2.9.1 | 65 | EA |
| D001AD | Semiannual Turnout Preventive Maintenance (PM) Program (Service to inventory turnouts located Landside) 3.2.9.1 | 285 | EA |
| D001AE | Road Crossing Monthly Insp. (Service to 8 Crossings) 3.2.9.2 | 8 | EA |
| D001AF | Road Crossing Annual Inspections (Service to 8 Crossings) 3.2.9.3 | 8 | EA |
| D001AG | Herbiciding Preventive Maintenance (PM) Program 3.2.9.4 | 84 | MI |
| D001AH | Tree and Brush Trimming 3.2.9.5 | 84 | MI |
| D001AJ | Ultra Sonic Testing of Ground Level Rail 3.4.3 | 0 | MI |
| 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 ELIN | Description | Quantity | Unit of Issue | Unit Price | Total | |
| D700 | Emergency Call (as per Spec 4.1) | 6 | EA | |||
| D701 | Thawing of Switches (as per Spec.4.2 | 5 | EA | |||
| D702 | Install Rail: 100# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) Work (as per Spec 4.3) | 100 | LF | ||||
| D703 | Install Rail: 100# - Production - (2,400 Track Feet and Above of Continuous Work)Work (as per Spec 4.3) | 1400 | LF | |||
| D704 | Install Rail: 115# - (Up to 2,399 Track Feet of Continuous | |||||
| Work) Work (as per Spec 4.3) | 200 | LF | ||||
| D705 | Install Rail: 115# - Production (2,400 Track Feet and Above of Continuous Work) Work (as per Spec 4.3) | 2400 | LF | |||
| D706 | Install Rail: 136RE# - Up to 2,399 Track Feet of Continuous | |||||
| Work (as per Spec 4.3) | 25 | LF | ||||
| D707 | Install Rail: 136RE# - Production 2,400 Track Feet and Above of Continuous Work (as per Spec 4.3) | 25 | LF | |||
| D708 | Replace Rail: 85# (as per Spec 4.4) | 200 | LF | |||
| D709 | Crossties: 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) | 250 | EA | |||
| D710 | Crossties: 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) | 250 | EA | |||
| D711 | Crossties: 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) | 250 | EA | |||
| D712 | Crossties: 7"x 9"x 8'-6", Overpass (as per Spec 4.5) | 24 | EA | |||
| D713 | Crossties: 7"x 9"x 8'-6", Crossings (as per Spec 4.5) | 200 | EA | |||
| D714 | Switch Timbers: 7"x 9"x 9'-0" (as per Spec 4.8) | 120 | EA | |||
| D715 | Switch Timbers: 7"x 9"x 10'-0" (as per Spec 4.8) | 100 | EA | |||
| D716 | Switch Timbers: 7"x 9"x 11'-0" (as per Spec 4.8) | 75 | EA | |||
| D717 | Switch Timbers: 7"x 9"x 12'-0" (as per Spec 4.8) | 50 | EA | |||
| D718 | Switch Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 35 | EA | |||
| D719 | Switch Timbers: 7"x 9"x 14'-0" (as per Spec 4.8) | 30 | EA | |||
| D720 | Switch Timbers: 7"x 9"x 15'-0" (as per Spec 4.8) | 20 | EA | |||
| D721 | Switch Timbers: 7"x 9"x 16'-0" (as per Spec 4.8) | 40 | EA | |||
| D722 | Switch Stand Timbers: 7"x 9"x 13'-0" (as per Spec 4.8) | 31 | EA | |||
| D723 | Tie Plates: Double Shoulder (as per Spec 4.9) | 750 | EA | |||
| D724 | Cut Spikes: 6" x 5/8" (as per Spec 4.10) | 1,500 | EA | |||
| D725 | Rail Anchors: 85# (as per Spec 4.11) | 400 | EA | |||
| D726 | Rail Anchors: 100# (as per Spec 4.11) | 200 | EA | |||
| D727 | Rail Anchors: 115# (as per Spec 4.11) | 600 | EA | |||
| D728 | Rail Anchors: 136RE# (as per Spec 4.11) | 50 | EA | |||
| D729 | Ballast (as per Spec 4.12) | 600 | TON | |||
| D730 | Repair Grounding System - Ground Electrode (as per Spec 4.13) | 1 | EA | |||
| D731 | Repair Grounding System - Ground Track (as per Spec 4.14) | 1 | EA | |||
| D732 | Repair Grounding System - Rail Bond (as per Spec 4.15) | 5 | EA | |||
| D733 | Repair Grounding System - Insulating Joint (as per Spec 4.16) | 1 | EA | |||
| D734 | Track Bolts: 85# Rail (as per Spec 4.11) | 250 | EA | |||
| D735 | Track Bolts: 100# Rail (as per Spec 4.11) | 300 | EA | |||
| D736 | Track Bolts: 115# Rail (as per Spec 4.11) | 200 | EA | |||
| D737 | Track Bolts: 136RA# Rail (as per Spec 4.11) | 100 | EA | |||
| D738 | Surfacing, Tamping & Lining (Up to 2,399 Track Feet of | |||||
| Continuous Work) (as per Spec 4.18) | 1,600 | TF | ||||
| D739 | Surfacing, Tamping & Lining - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.18) | 2,400 | TF | |||
| D740 | Gauging (as per Spec 4.19) | 1,800 | TF | |||
| D741 | Regulate & Dress (Up to 2,399 Track Feet of Continuous | |||||
| Work) (as per Spec 4.18) | 3,800 | TF | ||||
| D742 | Regulate & Dress - Production (2,400 Track Feet and Above of Continuous Work) (as per Spec 4.20) | 3,800 | TF | |||
| D743 | Ground Throw Switch Stand (as per Spec 4.21) | 5 | EA | |||
| D744 | Install Complete New #8 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| D745 | Install Complete New #8 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| D746 | Install Complete New #8 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| D747 | Install Complete New #8 Turnout: 136RE# (as per Spec 4.22) | 1 | EA | |||
| D748 | Install Complete New #10 Turnout: 85# (as per Spec 4.22) | 0 | EA | |||
| D749 | Install Complete New #10 Turnout: 100# (as per Spec 4.22) | 0 | EA | |||
| D750 | Install Complete New #10 Turnout: 115# (as per Spec 4.22) | 2 | EA | |||
| D751 | Switch Bolts: 80#-136RE# Guard Rail (as per Spec 4.23) | 15 | EA | |||
| D752 | Switch Bolts: 80#-136RE# Heel Block (as per Spec 4.24) | 5 | EA | |||
| D753 | Rail Stops (as per Spec 4.25) | 0 | PR | |||
| D754 | Remove Existing Asphalt (as per Spec 4.26) | 350 | TN | |||
| D755 | Provide Asphalt Pavement (as per Spec 4.27) | 350 | TN | |||
| D756 | Excavate to Bottom of Tie, Partial Track Construction (as per Spec 4.28) | 100 | LF | |||
| D757 | Excavate 6"-8" Below Tie, Complete Track Construction (as per Spec 4.25) | 250 | LF | |||
| D758 | Flangeway Road Crossing (as per Spec 4.30) | 40 | LF | |||
| D759 | Railseal Rubber Flangeway Sealer (as per Spec 4.31) | 50 | LF | |||
| D760 | Concrete Panel Roadway Crossing (as per Spec 4.32) | 60 | LF | |||
| D761 | Cleaning of Flange Ways (as per Spec 4.33) | 70 | TF | |||
| D762 | Ditch Maintenance (as per Spec 4.34) | 100 | LF | |||
| D763 | Excavation of Mud Cribs (as per Spec 4.35) | 70 | EA | |||
| D764 | New Filter Fabric (as per Spec 4.36) | 450 | SY | |||
| D765 | New Subdrains (as per Spec 4.37) | 200 | LF | |||
| D766 | Joint Bars with Bolts: 85# (as per Spec 4.38) | 20 | PR | |||
| D767 | Joint Bars with Bolts: 100# (as per Spec 4.38) | 15 | PR | |||
| D768 | Joint Bars with Bolts: 115# (as per Spec 4.38) | 10 | PR | |||
| D769 | Joint Bars with Bolts: 136RE# (as per Spec 4.38) | 4 | PR | |||
| D770 | Cut & Drill Existing Rail (as per Spec 4.38) | 6 | EA | |||
| D771 | Replace Concrete Deck (as per Spec 4.40) | 2 | CF | |||
| D772 | Rail Clips (as per Spec 4.41) | 2 | EA | |||
| D773 | Replace Spring Ground Throw (as per Spec 4.42) | 5 | EA | |||
| D774 | Install New Ambidex Boxes (as per Spec 4.43) | 1 | EA | |||
| D775 | Compromise Joint: 85#/100#/115#/136RE# (as per Spec 4.44) | 10 | PR | |||
| D776 | Joint Bar Maintenance (as per Spec 4.45) | 3 | EA | |||
| D777 | Complete 115# Tongue & Mate Turnouts (as per Spec 4.46) | 1 | EA | |||
| D778 | Traffic and Railroad Signals Service (as per Spec 4.48) | 48 | HR | |||
| D779 | Ultrasonic Track Testing (as per Spec 4.49) | 1 | MI |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .