Attachment J-0200000-15- ELINs rev1.xlsx
XLSX spreadsheet 96 KB Posted
- Solicitation number
- N4008523R2526
About this file
This document is an attachment to a solicitation for maintenance and repair of railroad trackage at Naval Weapon Station Earle and other areas. Services required include recurring work such as emergency response, turnout preventive maintenance, herbicide application, and bridge inspection. Non-recurring work includes installing rail, ties, switch components, ballast, and performing tasks such as regulating, dressing, and reconstructing track. Pricing is provided for base and option years at both Earle and Mechanicsburg locations. The Navy seeks these services for a one-year base period and four one-year options. Responses are due by a specified date.
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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-R-2526 | ||||||
| EXHIBIT A - CLIN 0001 | ||||||
| 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 B - 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-R-2526 |
| EXHIBIT B - CLIN 0003 |
| 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 B - 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 C - 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 |
| SOLICITATION/CONTRACT #N40085-23-R-2526 |
| EXHIBIT C - CLIN 0005 |
| 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 C - 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 D - 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-R-2526 |
| EXHIBIT D - CLIN 0007 |
| 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 .