REVISED_AMENDMENT_0002_EXHIBIT_LINE_ITEMS.xls
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- N4008518R1608
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REVISED_AMENDMENT_0002_EXHIBIT_LINE_ITEMS.xls
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| N4008518R1608_RailroadMaintenance.pdf |
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BASE
| EXHIBIT A LINE ITEMS | REVISED VIA AMENDMENT 0002 | ||||
| BASE PERIOD | |||||
| RAILROAD MAINTENANCE AND REPAIRS | |||||
| N4008518R1608 | |||||
| UNIT OF | UNIT | EXTENDED | |||
| ELIN | ITEM DESCRIPTION | QUANTITY | ISSUE | PRICE | AMOUNT |
| Note the Reference Paragraph numbers given are for Section 01 22 00.00 10 Measurement & Payment | |||||
| A001 | Contractor Furnished and Installed, New Wood Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.4 | 800 | Each | $ - 0 | |
| A002 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| A003 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| A004 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| A005 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| A006 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.5 | 14 | Each | $ - 0 | |
| A007 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.5 | 28 | Each | $ - 0 | |
| A008 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| A009 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| A010 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x20' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| A011 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x22' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| A012 | Contractor Furnished and Installed, New Composite Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.6 | 510 | Each | $ - 0 | |
| A013 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.7 | 20 | Each | $ - 0 | |
| A014 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.7 | 13 | Each | $ - 0 | |
| A015 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| A016 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.7 | 7 | Each | $ - 0 | |
| A017 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| A018 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.7 | 16 | Each | $ - 0 | |
| A019 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.7 | 5 | Each | $ - 0 | |
| A020 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.7 | 4 | Each | $ - 0 | |
| A021 | Realignment or Respacing of Existing Grade Ties including excavation. Ref. Para. 2.8 | 50 | Each | $ - 0 | |
| A022 | Realignment or Respacing of Existing Switch Ties including excavation. Ref. Para. 2.8 | 5 | Each | $ - 0 | |
| A023 | Contractor Furnished and Installed New No. 4 ballast (AREMA specification). Ref. Para. 2.9 | 4,000 | Ton | $ - 0 | |
| A024 | Contractor Furnished and Installed New No. 2 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| A025 | Contractor Furnished and Installed New No. 53 crushed stone (IDOH specification). Ref. Para. 2.9 | 40 | Ton | $ - 0 | |
| A026 | Contractor Furnished and Installed New No. 11 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| A027 | Contractor Furnished and Installed New Graded Rriprap (IDOH specificaion). Ref. Para. 2.9 | 160 | Ton | $ - 0 | |
| A028 | Surface and Align Track, and Dress Ballast. Ref. Para. 2.10 | 30,000 | Linear Track Foot | $ - 0 | |
| A029 | Surface and Align No. 6 or 7 Turnout, and Dress Ballast. Ref. Para. 2.11 | 10 | Each | $ - 0 | |
| A030 | Surface and Align No. 8 or 10 Turnout, and Dress Ballast. Ref. Para. 2.11 | 30 | Each | $ - 0 | |
| A031 | Regulate and Dress Ballast Only. (Surfacing and alignment not included) Ref. Para. 2.12 | 100 | Linear Track Foot | $ - 0 | |
| A032 | Gaging - Measured by Centerline of Track. Ref. Para. 2.13 | 100 | Linear Track Foot | $ - 0 | |
| A033 | Excavation of Mud Cribs. Ref. Para. 2.14 | 20 | Each | $ - 0 | |
| A034 | Ditch Maintenance. Ref. Para. 2.15 | 200 | Linear Foot | $ - 0 | |
| A035 | Contractor Furnished and Installed New Crosstie/Cable Bumping Post. Ref. Para. 2.16 | 1 | Each | $ - 0 | |
| A036 | Stone Road Surface Removal. Ref. Para. 2.17 | 25 | Cubic Yard | $ - 0 | |
| A037 | Asphalt Road Surface Removal. Ref. Para. 2.17 | 15 | Cubic Yard | $ - 0 | |
| A038 | Asphalt Road Surface Milling. Ref. Para. 2.17 | 5 | Cubic Yard | $ - 0 | |
| A039 | Removal of Existing Crossing Panel. Ref. Para. 2.18 | 9 | Each | $ - 0 | |
| A040 | Government Furnished, Contractor Installed Crossing Panel. Ref. Para. 2.18 | 1 | Each | $ - 0 | |
| A041 | Excavation. Ref. Para. 2.19 | 150 | Cubic Yard | $ - 0 | |
| A042 | Contractor Furnished and Installed New Geogrid. Ref. Para. 2.20 | 100 | Linear Foot | $ - 0 | |
| A043 | Contractor Furnished and Installed New 6" dia. Subdrain. Ref. Para. 2.21 | 100 | Linear Foot | $ - 0 | |
| A044 | Contractor Furnished and Installed New Molded Rubber Flange Guard for asphalt crossing. Ref. Para. 2.22 | 50 | Linear Track Foot | $ - 0 | |
| A045 | Asphalt Paving of Highway Crossing. Ref. Para. 2.23 | 45 | Ton | $ - 0 | |
| A046 | Contractor Furnished and Installed New Compromise Joint Bars. Ref. Para. 2.24 | 1 | Pair | $ - 0 | |
| A047 | Contractor Furnished and Installed New 7/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| A048 | Contractor Furnished and Installed New 1" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| A049 | Contractor Furnished and Installed New 1 1/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| A050 | Contractor Furnished and Installed New 1 1/4" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| A051 | Contractor Furnished and Installed New 3/4" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 45 | Each | $ - 0 | |
| A052 | Contractor Furnished and Installed New 7/8" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 50 | Each | $ - 0 | |
| A053 | Contractor Furnished and Installed New 1" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 200 | Each | $ - 0 | |
| A054 | Contractor Furnished and Installed New Thermoweld for various rail sizes. Ref. Para. 2.26 | 2 | Each | $ - 0 | |
| A055 | Contractor Furnished and Installed New Insulated Joint Bars. Ref. Para. 2.27 | 2 | Pair | $ - 0 | |
| A056 | Contractor Furnished and Installed New Thermite Joint Bond with 3/16" stranded copper wire. Ref. Para. 2.28 | 4 | Each | $ - 0 | |
| A057 | Contractor Furnished and Installed New Thermite Web Bond for Rail Joint (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 6 | Each | $ - 0 | |
| A058 | Contractor Furnished and Installed New Thermite Track Cross Bond (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 3 | Each | $ - 0 | |
| A059 | Contractor Furnished and Installed New Single Action, Heavy Duty, Gage Rod. Ref. Para. 2.29 | 5 | Each | $ - 0 | |
| A060 | Contractor Furnished and Installed New Double Action Gage Rod. Ref. Para. 2.29 | 2 | Each | $ - 0 | |
| A061 | Contractor Furnished and Installed New Single Action, Insulated, Gage Rod. Ref. Para. 2.29 | 2 | Each | $ - 0 | |
| A062 | Contractor Furnished and Installed New 9/16" x 5 1/2" Spikes. Ref. Para. 2.30 | 100 | Each | $ - 0 | |
| A063 | Government Furnished, Contractor Installed Grade Ties, includling Spikes. Ref. Para. 2.31 | 100 | Each | $ - 0 | |
| A064 | Government Furnished, Contractor Installed Switch ties (9' - 16'), including Spikes. Ref. Para. 2.31 | 5 | Each | $ - 0 | |
| A065 | Government Furnished, Contractor Installed Rail, size varies from 60# to 115#, including alignment and gaging. Ref. Para. 2.32 | 500 | Linear Foot | $ - 0 | |
| A066 | Government Furnished and Contractor Installed Joint Bars. Ref. Para. 2.33 | 2 | Pair | $ - 0 | |
| A067 | Government Furnished and Contractor Installed Compromise Joint Bars. Ref. Para. 2.34 | 2 | Pair | $ - 0 | |
| A068 | Government Furnished and Contractor Installed Switch Plates, including braces. Ref. 2.35 | 6 | Each | $ - 0 | |
| A069 | Government Furnished and Contractor Installed Tie Plates. Ref. Para. 2.35 | 20 | Each | $ - 0 | |
| A069 | |||||
| A070 | Government Furnished and Contractor Installed Hook Plates. Ref. Para. 2.35 | 6 | Each | $ - 0 | |
| A071 | Government Furnished and Contractor Installed Rail Anchors. Ref. Para. 2.36 | 250 | Each | $ - 0 | |
| A072 | Government Furnished and Contractor Installed Switch Stand. Ref. Para. 2.37 | 1 | Each | $ - 0 | |
| A073 | Government Furnished and Contractor Installed Switch Point. Ref. Para. 2.38 | 2 | Each | $ - 0 | |
| A074 | Government Furnished and Contractor Installed Frog. Ref. Para. 2.39 | 1 | Each | $ - 0 | |
| A075 | Government Furnished and Contractor Installed Frog Guardrail. Ref. Para. 2.40 | 2 | Each | $ - 0 | |
| A076 | Government Furnished and Contractor Installed Switch Heel Block. Ref. Para. 2.41 | 1 | Each | $ - 0 | |
| A077 | Contractor Furnished and Installed Welding Repair to Switch Point to include mobilization charge. Ref. Para. 2.42 | 6 | Each | $ - 0 | |
| A078 | Contractor Furnished and Installed Welding Repair to Frog to include mobilization charge. Ref. Para. 2.42 | 3 | Each | $ - 0 | |
| A079 | Contractor Furnished and Installed Welding Repair to Rail to include mobilization charge. Ref. Para. 2.42 | 3 | Each | $ - 0 | |
| A080 | Mobilization for Trouble Calls less than $3,500.00, including equipment. Ref. Para. 2.43 | 20 | Each | $ - 0 | |
| A081 | Contractor Furnished and Installed New Rail Anchors. Ref. Para 2.44 | 12 | Each | $ - 0 | |
| A082 | Contractor Furnished and Installed Tie Plates (Relay quality). Ref. Para. 2.45 | 12 | Each | $ - 0 | |
| A083 | Contractor Furnished and Installed New 36", 6 Hole Joint Bar for 115RE Rail. Ref. Para. 2.46 | 2 | Pair | $ - 0 | |
| A084 | Contractor Furnished and Installed New Rail, 39'. 115RE. Ref. Para. 2.47 | 39 | Linear Foot | $ - 0 | |
| A085 | Contractor Furnished and Installed New Rail, 80', 115RE. Ref. Para. 2.47 | 80 | Linear Foot | $ - 0 | |
| A086 | Contractor Furnished and Installed New Racor 22E Switch Stand Ref. Para. 2.48 | 2 | Each | $ - 0 | |
| A087 | Contractor Furnished and Installed New Outside Point Guard Ref. Para. 2.49 | 2 | Each | $ - 0 | |
| A088 | Slot Grind Joint Ref. Para. 2.50 | 10 | Each | $ - 0 | |
| A089 | Contractor Furnished and Installed Culvert Pipe Liner 10.75" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A090 | Contractor Furnished and Installed Culvert Pipe Liner 12.75" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A091 | Contractor Furnished and Installed Culvert Pipe Liner 14" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A092 | Contractor Furnished and Installed Culvert Pipe Liner 16" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A093 | Contractor Furnished and Installed Culvert Pipe Liner 18" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A094 | Contractor Furnished and Installed Culvert Pipe Liner 20" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A095 | Contractor Furnished and Installed Culvert Pipe Liner 22" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A096 | Contractor Furnished and Installed Culvert Pipe Liner 24" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A097 | Contractor Furnished and Installed Culvert Pipe Liner 26" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A098 | Contractor Furnished and Installed Culvert Pipe Liner 28" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A099 | Contractor Furnished and Installed Culvert Pipe Liner 30" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A100 | Contractor Furnished and Installed Culvert Pipe Liner 32" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A101 | Contractor Furnished and Installed Culvert Pipe Liner 36" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A102 | Contractor Furnished and Installed Culvert Pipe Liner 42" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A103 | Contractor Furnished and Installed Culvert Pipe Liner 48" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A104 | Contractor Furnished and Installed Culvert Pipe Liner 54" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A105 | Contractor Furnished and Installed Culvert Pipe Liner 63" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| A106 | Contractor Furnished and Installed Grout. Ref. Para. 2.52 | 32 | Cubic Yard | $ - 0 | |
| A107 | Contractor Furnished and Installed Concrete Headwall. Ref. Para. 2.53 | 12 | Cubic Yard | $ - 0 | |
| A108 | Contractor Furnished and Installed New Ground Rod. Ref. Para. 2.54 | 1 | Each | $ - 0 | |
| A109 | Contractor Furnished and Installed New 1/0 Awg Flexible Bare Copper Stranded Cable. Ref. Para. 2.55 | 12 | Linear Foot | $ - 0 | |
| A110 | Locate and Paint Mark Clearance Point. Ref. Para. 2.56 | 6 | Each | $ - 0 | |
| A111 | Contractor Furnished and Installed New Double End, Hinged Derailer. Ref. Para. 2.57 | 1 | Each | $ - 0 | |
| A112 | Track Demolition. Ref. Para. 2.58 | 350 | Linear Track Foot | $ - 0 | |
| Additional work required in conjunction with but not itemized in ELINS A001 - A112. Additional reference paragraphs are found in Division 01. | |||||
| A113 | Hourly Rate for Additional Work that is required in conjunction with (but not included in) the other ELINS Items during normal work hours. Ref. Para. 2.59 | 50 | Labor Hour | $ - 0 | |
| A114 | Material Required In Performance of Additional Work that is required in conjunction with (but not included in) the other ELINS. Ref. Para. 2.60 and the following explanation. | $ 5,000.00 | Percent | $ 5,000.00 | |
| To calculate the amount for 114 multiply $5,000.00 by the percent mark-up + 100% | |||||
| For example if the fixed burden rate is 10% then $5,000.00 x 1.10 = $5,500.00 which is entered in 114 | |||||
| (TOTAL ELINS A001 - A114) | $ 5,000.00 | ||||
| Outside Normal Work Hours & Emergency Work Requirements | |||||
| A115 | Work Outside Normal Working Hours | $ 5,000.00 | Percent | $ - 0 | |
| For proposal purposes only, assume the total of all applicable ELINS 0001 - 1115 to be performed outside of normal working hours is $5,000.00 | |||||
| EX: if the percent mark up is 10% then $5,000 x .10 = 500.00. Thus work outside normal working hours premium is an additional charge of $500.00 for those task on a particular task order that total $5,000.00 and will be performed outside of normal working hours. | |||||
| EMERGENCY BASIS | |||||
| A116 | Percent of increase in unit prices for ELINS A001 - A114, | $ 5,000.00 | Percent | $ - 0 | |
| when the work is ordered on an Emergency basis with an immediate response. Ref Para 2.62 | |||||
| A117 | NDT of Rail. Ref. Para 2.63 | 1.0 | Mile | $ - 0 | |
| SUB-TOTAL | $ 5,000.00 | ||||
| A118 | Payment & Performance Bond for each task order $35k & over. | $ 25,000.00 | $ - 0 | ||
| Ref Para. 2.64 | |||||
| Bonding or Consent of Surety | |||||
| For proposal purposes only, assume the value of all applicable ELINS A001 to A117 is $25,000.00. | |||||
| To calculate the amount for ELIN A118 multiply $25,000.00 by the bond premium | |||||
| For example if the bond premium is 2% the $25,000.00 x .02 = $500.00 which is entered in ELIN A118 | |||||
| TOTAL ESTIMATED CONTRACT BID AMOUNT | $ 5,000.00 | ||||
| (Total of Sub-Line Items A001 - A118) |
&L&"Courier New,Regular"&12RR MAINTENANCE AND REPAIR&C&12SECTION 00 41 00 BID SCHEDULE &R&"Courier New,Regular"&12N4008518R1608 &CPage &P of &N
Opt Prd 1
| EXHIBIT B LINE ITEMS | |||||
| OPTION PERIOD ONE | |||||
| RAILROAD MAINTENANCE AND REPAIRS | |||||
| N4008518R1608 | |||||
| UNIT OF | UNIT | EXTENDED | |||
| ELIN | ITEM DESCRIPTION | QUANTITY | ISSUE | PRICE | AMOUNT |
| Note the Reference Paragraph numbers given are for Section 01 22 00.00 10 Measurement & Payment | |||||
| B001 | Contractor Furnished and Installed, New Wood Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.4 | 800 | Each | $ - 0 | |
| B002 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| B003 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| B004 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| B005 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| B006 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.5 | 14 | Each | $ - 0 | |
| B007 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.5 | 28 | Each | $ - 0 | |
| B008 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| B009 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| B010 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x20' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| B011 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x22' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| B012 | Contractor Furnished and Installed, New Composite Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.6 | 510 | Each | $ - 0 | |
| B013 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.7 | 20 | Each | $ - 0 | |
| B014 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.7 | 13 | Each | $ - 0 | |
| B015 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| B016 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.7 | 7 | Each | $ - 0 | |
| B017 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| B018 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.7 | 16 | Each | $ - 0 | |
| B019 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.7 | 5 | Each | $ - 0 | |
| B020 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.7 | 4 | Each | $ - 0 | |
| B021 | Realignment or Respacing of Existing Grade Ties including excavation. Ref. Para. 2.8 | 50 | Each | $ - 0 | |
| B022 | Realignment or Respacing of Existing Switch Ties including excavation. Ref. Para. 2.8 | 5 | Each | $ - 0 | |
| B023 | Contractor Furnished and Installed New No. 4 ballast (AREMA specification). Ref. Para. 2.9 | 4,000 | Ton | $ - 0 | |
| B024 | Contractor Furnished and Installed New No. 2 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| B025 | Contractor Furnished and Installed New No. 53 crushed stone (IDOH specification). Ref. Para. 2.9 | 40 | Ton | $ - 0 | |
| B026 | Contractor Furnished and Installed New No. 11 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| B027 | Contractor Furnished and Installed New Graded Rriprap (IDOH specificaion). Ref. Para. 2.9 | 160 | Ton | $ - 0 | |
| B028 | Surface and Align Track, and Dress Ballast. Ref. Para. 2.10 | 30,000 | Linear Track Foot | $ - 0 | |
| B029 | Surface and Align No. 6 or 7 Turnout, and Dress Ballast. Ref. Para. 2.11 | 10 | Each | $ - 0 | |
| B030 | Surface and Align No. 8 or 10 Turnout, and Dress Ballast. Ref. Para. 2.11 | 30 | Each | $ - 0 | |
| B031 | Regulate and Dress Ballast Only. (Surfacing and alignment not included) Ref. Para. 2.12 | 100 | Linear Track Foot | $ - 0 | |
| B032 | Gaging - Measured by Centerline of Track. Ref. Para. 2.13 | 100 | Linear Track Foot | $ - 0 | |
| B033 | Excavation of Mud Cribs. Ref. Para. 2.14 | 20 | Each | $ - 0 | |
| B034 | Ditch Maintenance. Ref. Para. 2.15 | 200 | Linear Foot | $ - 0 | |
| B035 | Contractor Furnished and Installed New Crosstie/Cable Bumping Post. Ref. Para. 2.16 | 1 | Each | $ - 0 | |
| B036 | Stone Road Surface Removal. Ref. Para. 2.17 | 25 | Cubic Yard | $ - 0 | |
| B037 | Asphalt Road Surface Removal. Ref. Para. 2.17 | 15 | Cubic Yard | $ - 0 | |
| B038 | Asphalt Road Surface Milling. Ref. Para. 2.17 | 5 | Cubic Yard | $ - 0 | |
| B039 | Removal of Existing Crossing Panel. Ref. Para. 2.18 | 9 | Each | $ - 0 | |
| B040 | Government Furnished, Contractor Installed Crossing Panel. Ref. Para. 2.18 | 1 | Each | $ - 0 | |
| B041 | Excavation. Ref. Para. 2.19 | 150 | Cubic Yard | $ - 0 | |
| B042 | Contractor Furnished and Installed New Geogrid. Ref. Para. 2.20 | 100 | Linear Foot | $ - 0 | |
| B043 | Contractor Furnished and Installed New 6" dia. Subdrain. Ref. Para. 2.21 | 100 | Linear Foot | $ - 0 | |
| B044 | Contractor Furnished and Installed New Molded Rubber Flange Guard for asphalt crossing. Ref. Para. 2.22 | 50 | Linear Track Foot | $ - 0 | |
| B045 | Asphalt Paving of Highway Crossing. Ref. Para. 2.23 | 45 | Ton | $ - 0 | |
| B046 | Contractor Furnished and Installed New Compromise Joint Bars. Ref. Para. 2.24 | 1 | Pair | $ - 0 | |
| B047 | Contractor Furnished and Installed New 7/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| B048 | Contractor Furnished and Installed New 1" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| B049 | Contractor Furnished and Installed New 1 1/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| B050 | Contractor Furnished and Installed New 1 1/4" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| B051 | Contractor Furnished and Installed New 3/4" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 45 | Each | $ - 0 | |
| B052 | Contractor Furnished and Installed New 7/8" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 50 | Each | $ - 0 | |
| B053 | Contractor Furnished and Installed New 1" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 200 | Each | $ - 0 | |
| B054 | Contractor Furnished and Installed New Thermoweld for various rail sizes. Ref. Para. 2.26 | 2 | Each | $ - 0 | |
| B055 | Contractor Furnished and Installed New Insulated Joint Bars. Ref. Para. 2.27 | 2 | Pair | $ - 0 | |
| B056 | Contractor Furnished and Installed New Thermite Joint Bond with 3/16" stranded copper wire. Ref. Para. 2.28 | 4 | Each | $ - 0 | |
| B057 | Contractor Furnished and Installed New Thermite Web Bond for Rail Joint (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 6 | Each | $ - 0 | |
| B058 | Contractor Furnished and Installed New Thermite Track Cross Bond (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 3 | Each | $ - 0 | |
| B059 | Contractor Furnished and Installed New Single Action, Heavy Duty, Gage Rod. Ref. Para. 2.29 | 5 | Each | $ - 0 | |
| B060 | Contractor Furnished and Installed New Double Action Gage Rod. Ref. Para. 2.29 | 2 | Each | $ - 0 | |
| B061 | Contractor Furnished and Installed New Single Action, Insulated, Gage Rod. Ref. Para. 2.29 | 2 | Each | $ - 0 | |
| B062 | Contractor Furnished and Installed New 9/16" x 5 1/2" Spikes. Ref. Para. 2.30 | 100 | Each | $ - 0 | |
| B063 | Government Furnished, Contractor Installed Grade Ties, includling Spikes. Ref. Para. 2.31 | 100 | Each | $ - 0 | |
| B064 | Government Furnished, Contractor Installed Switch ties (9' - 16'), including Spikes. Ref. Para. 2.31 | 5 | Each | $ - 0 | |
| B065 | Government Furnished, Contractor Installed Rail, size varies from 60# to 115#, including alignment and gaging. Ref. Para. 2.32 | 500 | Linear Foot | $ - 0 | |
| B066 | Government Furnished and Contractor Installed Joint Bars. Ref. Para. 2.33 | 2 | Pair | $ - 0 | |
| B067 | Government Furnished and Contractor Installed Compromise Joint Bars. Ref. Para. 2.34 | 2 | Pair | $ - 0 | |
| B068 | Government Furnished and Contractor Installed Switch Plates, including braces. Ref. 2.35 | 6 | Each | $ - 0 | |
| B069 | Government Furnished and Contractor Installed Tie Plates. Ref. Para. 2.35 | 20 | Each | $ - 0 | |
| B069 | |||||
| B070 | Government Furnished and Contractor Installed Hook Plates. Ref. Para. 2.35 | 6 | Each | $ - 0 | |
| B071 | Government Furnished and Contractor Installed Rail Anchors. Ref. Para. 2.36 | 250 | Each | $ - 0 | |
| B072 | Government Furnished and Contractor Installed Switch Stand. Ref. Para. 2.37 | 1 | Each | $ - 0 | |
| B073 | Government Furnished and Contractor Installed Switch Point. Ref. Para. 2.38 | 2 | Each | $ - 0 | |
| B074 | Government Furnished and Contractor Installed Frog. Ref. Para. 2.39 | 1 | Each | $ - 0 | |
| B075 | Government Furnished and Contractor Installed Frog Guardrail. Ref. Para. 2.40 | 2 | Each | $ - 0 | |
| B076 | Government Furnished and Contractor Installed Switch Heel Block. Ref. Para. 2.41 | 1 | Each | $ - 0 | |
| B077 | Contractor Furnished and Installed Welding Repair to Switch Point to include mobilization charge. Ref. Para. 2.42 | 6 | Each | $ - 0 | |
| B078 | Contractor Furnished and Installed Welding Repair to Frog to include mobilization charge. Ref. Para. 2.42 | 3 | Each | $ - 0 | |
| B079 | Contractor Furnished and Installed Welding Repair to Rail to include mobilization charge. Ref. Para. 2.42 | 3 | Each | $ - 0 | |
| B080 | Mobilization for Trouble Calls less than $3,500.00, including equipment. Ref. Para. 2.43 | 20 | Each | $ - 0 | |
| B081 | Contractor Furnished and Installed New Rail Anchors. Ref. Para 2.44 | 12 | Each | $ - 0 | |
| B082 | Contractor Furnished and Installed Tie Plates (Relay quality). Ref. Para. 2.45 | 12 | Each | $ - 0 | |
| B083 | Contractor Furnished and Installed New 36", 6 Hole Joint Bar for 115RE Rail. Ref. Para. 2.46 | 2 | Pair | $ - 0 | |
| B084 | Contractor Furnished and Installed New Rail, 39'. 115RE. Ref. Para. 2.47 | 39 | Linear Foot | $ - 0 | |
| B085 | Contractor Furnished and Installed New Rail, 80', 115RE. Ref. Para. 2.47 | 80 | Linear Foot | $ - 0 | |
| B086 | Contractor Furnished and Installed New Racor 22E Switch Stand Ref. Para. 2.48 | 2 | Each | $ - 0 | |
| B087 | Contractor Furnished and Installed New Outside Point Guard Ref. Para. 2.49 | 2 | Each | $ - 0 | |
| B088 | Slot Grind Joint Ref. Para. 2.50 | 10 | Each | $ - 0 | |
| B089 | Contractor Furnished and Installed Culvert Pipe Liner 10.75" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B090 | Contractor Furnished and Installed Culvert Pipe Liner 12.75" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B091 | Contractor Furnished and Installed Culvert Pipe Liner 14" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B092 | Contractor Furnished and Installed Culvert Pipe Liner 16" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B093 | Contractor Furnished and Installed Culvert Pipe Liner 18" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B094 | Contractor Furnished and Installed Culvert Pipe Liner 20" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B095 | Contractor Furnished and Installed Culvert Pipe Liner 22" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B096 | Contractor Furnished and Installed Culvert Pipe Liner 24" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B097 | Contractor Furnished and Installed Culvert Pipe Liner 26" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B098 | Contractor Furnished and Installed Culvert Pipe Liner 28" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B099 | Contractor Furnished and Installed Culvert Pipe Liner 30" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B100 | Contractor Furnished and Installed Culvert Pipe Liner 32" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B101 | Contractor Furnished and Installed Culvert Pipe Liner 36" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B102 | Contractor Furnished and Installed Culvert Pipe Liner 42" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B103 | Contractor Furnished and Installed Culvert Pipe Liner 48" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B104 | Contractor Furnished and Installed Culvert Pipe Liner 54" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B105 | Contractor Furnished and Installed Culvert Pipe Liner 63" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| B106 | Contractor Furnished and Installed Grout. Ref. Para. 2.52 | 32 | Cubic Yard | $ - 0 | |
| B107 | Contractor Furnished and Installed Concrete Headwall. Ref. Para. 2.53 | 12 | Cubic Yard | $ - 0 | |
| B108 | Contractor Furnished and Installed New Ground Rod. Ref. Para. 2.54 | 1 | Each | $ - 0 | |
| B109 | Contractor Furnished and Installed New 1/0 Awg Flexible Bare Copper Stranded Cable. Ref. Para. 2.55 | 12 | Linear Foot | $ - 0 | |
| B110 | Locate and Paint Mark Clearance Point. Ref. Para. 2.56 | 6 | Each | $ - 0 | |
| B111 | Contractor Furnished and Installed New Double End, Hinged Derailer. Ref. Para. 2.57 | 1 | Each | $ - 0 | |
| B112 | Track Demolition. Ref. Para. 2.58 | 350 | Linear Track Foot | $ - 0 | |
| Additional work required in conjunction with but not itemized in ELINS B001 - B112. Additional reference paragraphs are found in Division 01. | |||||
| B113 | Hourly Rate for Additional Work that is required in conjunction with (but not included in) the other ELINS Items during normal work hours. Ref. Para. 2.59 | 50 | Labor Hour | $ - 0 | |
| B114 | Material Required In Performance of Additional Work that is required in conjunction with (but not included in) the other ELINS. Ref. Para. 2.60 and the following explanation. | $ 5,000.00 | Percent | $ 5,000.00 | |
| To calculate the amount for 114 multiply $5,000.00 by the percent mark-up + 100% | |||||
| For example if the fixed burden rate is 10% then $5,000.00 x 1.10 = $5,500.00 which is entered in 114 | |||||
| (TOTAL ELINS B001 - B114) | $ 5,000.00 | ||||
| Outside Normal Work Hours & Emergency Work Requirements | |||||
| B115 | Work Outside Normal Working Hours | $ 5,000.00 | Percent | $ - 0 | |
| For proposal purposes only, assume the total of all applicable ELINS 0001 - 1115 to be performed outside of normal working hours is $5,000.00 | |||||
| EX: if the percent mark up is 10% then $5,000 x .10 = 500.00. Thus work outside normal working hours premium is an additional charge of $500.00 for those task on a particular task order that total $5,000.00 and will be performed outside of normal working hours. | |||||
| EMERGENCY BASIS | |||||
| B116 | Percent of increase in unit prices for ELINS B001 - B114, | $ 5,000.00 | Percent | $ - 0 | |
| when the work is ordered on an Emergency basis with an immediate response. Ref Para 2.62 | |||||
| B117 | NDT of Rail. Ref. Para 2.63 | 1.0 | Mile | $ - 0 | |
| SUB-TOTAL | $ 5,000.00 | ||||
| B118 | Payment & Performance Bond for each task order $35k & over. | $ 25,000.00 | $ - 0 | ||
| Ref Para. 2.64 | BOND PREMIUM | ||||
| Bonding or Consent of Surety | |||||
| For proposal purposes only, assume the value of all applicable ELINS B001 to B117 is $25,000.00. | |||||
| To calculate the amount for ELIN B118 multiply $25,000.00 by the bond premium | |||||
| For example if the bond premium is 2% the $25,000.00 x .02 = $500.00 which is entered in ELIN B118 | |||||
| TOTAL ESTIMATED CONTRACT BID AMOUNT | $ 5,000.00 | ||||
| (Total of Sub-Line Items B001 - B118) |
&L&"Courier New,Regular"&12RR MAINTENANCE AND REPAIR&C&12SECTION 00 41 00 BID SCHEDULE &R&"Courier New,Regular"&12N4008518R1608 &CPage &P of &N
Opt Prd 2
| EXHIBIT C LINE ITEMS | |||||
| OPTION PERIOD TWO | |||||
| RAILROAD MAINTENANCE AND REPAIRS | |||||
| N4008518R1608 | |||||
| UNIT OF | UNIT | EXTENDED | |||
| ELIN | ITEM DESCRIPTION | QUANTITY | ISSUE | PRICE | AMOUNT |
| Note the Reference Paragraph numbers given are for Section 01 22 00.00 10 Measurement & Payment | |||||
| C001 | Contractor Furnished and Installed, New Wood Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.4 | 800 | Each | $ - 0 | |
| C002 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| C003 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| C004 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| C005 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| C006 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.5 | 14 | Each | $ - 0 | |
| C007 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.5 | 28 | Each | $ - 0 | |
| C008 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| C009 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| C010 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x20' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| C011 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x22' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| C012 | Contractor Furnished and Installed, New Composite Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.6 | 510 | Each | $ - 0 | |
| C013 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.7 | 20 | Each | $ - 0 | |
| C014 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.7 | 13 | Each | $ - 0 | |
| C015 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| C016 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.7 | 7 | Each | $ - 0 | |
| C017 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| C018 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.7 | 16 | Each | $ - 0 | |
| C019 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.7 | 5 | Each | $ - 0 | |
| C020 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.7 | 4 | Each | $ - 0 | |
| C021 | Realignment or Respacing of Existing Grade Ties including excavation. Ref. Para. 2.8 | 50 | Each | $ - 0 | |
| C022 | Realignment or Respacing of Existing Switch Ties including excavation. Ref. Para. 2.8 | 5 | Each | $ - 0 | |
| C023 | Contractor Furnished and Installed New No. 4 ballast (AREMA specification). Ref. Para. 2.9 | 4,000 | Ton | $ - 0 | |
| C024 | Contractor Furnished and Installed New No. 2 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| C025 | Contractor Furnished and Installed New No. 53 crushed stone (IDOH specification). Ref. Para. 2.9 | 40 | Ton | $ - 0 | |
| C026 | Contractor Furnished and Installed New No. 11 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| C027 | Contractor Furnished and Installed New Graded Rriprap (IDOH specificaion). Ref. Para. 2.9 | 160 | Ton | $ - 0 | |
| C028 | Surface and Align Track, and Dress Ballast. Ref. Para. 2.10 | 30,000 | Linear Track Foot | $ - 0 | |
| C029 | Surface and Align No. 6 or 7 Turnout, and Dress Ballast. Ref. Para. 2.11 | 10 | Each | $ - 0 | |
| C030 | Surface and Align No. 8 or 10 Turnout, and Dress Ballast. Ref. Para. 2.11 | 30 | Each | $ - 0 | |
| C031 | Regulate and Dress Ballast Only. (Surfacing and alignment not included) Ref. Para. 2.12 | 100 | Linear Track Foot | $ - 0 | |
| C032 | Gaging - Measured by Centerline of Track. Ref. Para. 2.13 | 100 | Linear Track Foot | $ - 0 | |
| C033 | Excavation of Mud Cribs. Ref. Para. 2.14 | 20 | Each | $ - 0 | |
| C034 | Ditch Maintenance. Ref. Para. 2.15 | 200 | Linear Foot | $ - 0 | |
| C035 | Contractor Furnished and Installed New Crosstie/Cable Bumping Post. Ref. Para. 2.16 | 1 | Each | $ - 0 | |
| C036 | Stone Road Surface Removal. Ref. Para. 2.17 | 25 | Cubic Yard | $ - 0 | |
| C037 | Asphalt Road Surface Removal. Ref. Para. 2.17 | 15 | Cubic Yard | $ - 0 | |
| C038 | Asphalt Road Surface Milling. Ref. Para. 2.17 | 5 | Cubic Yard | $ - 0 | |
| C039 | Removal of Existing Crossing Panel. Ref. Para. 2.18 | 9 | Each | $ - 0 | |
| C040 | Government Furnished, Contractor Installed Crossing Panel. Ref. Para. 2.18 | 1 | Each | $ - 0 | |
| C041 | Excavation. Ref. Para. 2.19 | 150 | Cubic Yard | $ - 0 | |
| C042 | Contractor Furnished and Installed New Geogrid. Ref. Para. 2.20 | 100 | Linear Foot | $ - 0 | |
| C043 | Contractor Furnished and Installed New 6" dia. Subdrain. Ref. Para. 2.21 | 100 | Linear Foot | $ - 0 | |
| C044 | Contractor Furnished and Installed New Molded Rubber Flange Guard for asphalt crossing. Ref. Para. 2.22 | 50 | Linear Track Foot | $ - 0 | |
| C045 | Asphalt Paving of Highway Crossing. Ref. Para. 2.23 | 45 | Ton | $ - 0 | |
| C046 | Contractor Furnished and Installed New Compromise Joint Bars. Ref. Para. 2.24 | 1 | Pair | $ - 0 | |
| C047 | Contractor Furnished and Installed New 7/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| C048 | Contractor Furnished and Installed New 1" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| C049 | Contractor Furnished and Installed New 1 1/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| C050 | Contractor Furnished and Installed New 1 1/4" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| C051 | Contractor Furnished and Installed New 3/4" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 45 | Each | $ - 0 | |
| C052 | Contractor Furnished and Installed New 7/8" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 50 | Each | $ - 0 | |
| C053 | Contractor Furnished and Installed New 1" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 200 | Each | $ - 0 | |
| C054 | Contractor Furnished and Installed New Thermoweld for various rail sizes. Ref. Para. 2.26 | 2 | Each | $ - 0 | |
| C055 | Contractor Furnished and Installed New Insulated Joint Bars. Ref. Para. 2.27 | 2 | Pair | $ - 0 | |
| C056 | Contractor Furnished and Installed New Thermite Joint Bond with 3/16" stranded copper wire. Ref. Para. 2.28 | 4 | Each | $ - 0 | |
| C057 | Contractor Furnished and Installed New Thermite Web Bond for Rail Joint (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 6 | Each | $ - 0 | |
| C058 | Contractor Furnished and Installed New Thermite Track Cross Bond (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 3 | Each | $ - 0 | |
| C059 | Contractor Furnished and Installed New Single Action, Heavy Duty, Gage Rod. Ref. Para. 2.29 | 5 | Each | $ - 0 | |
| C060 | Contractor Furnished and Installed New Double Action Gage Rod. Ref. Para. 2.29 | 2 | Each | $ - 0 | |
| C061 | Contractor Furnished and Installed New Single Action, Insulated, Gage Rod. Ref. Para. 2.29 | 2 | Each | $ - 0 | |
| C062 | Contractor Furnished and Installed New 9/16" x 5 1/2" Spikes. Ref. Para. 2.30 | 100 | Each | $ - 0 | |
| C063 | Government Furnished, Contractor Installed Grade Ties, includling Spikes. Ref. Para. 2.31 | 100 | Each | $ - 0 | |
| C064 | Government Furnished, Contractor Installed Switch ties (9' - 16'), including Spikes. Ref. Para. 2.31 | 5 | Each | $ - 0 | |
| C065 | Government Furnished, Contractor Installed Rail, size varies from 60# to 115#, including alignment and gaging. Ref. Para. 2.32 | 500 | Linear Foot | $ - 0 | |
| C066 | Government Furnished and Contractor Installed Joint Bars. Ref. Para. 2.33 | 2 | Pair | $ - 0 | |
| C067 | Government Furnished and Contractor Installed Compromise Joint Bars. Ref. Para. 2.34 | 2 | Pair | $ - 0 | |
| C068 | Government Furnished and Contractor Installed Switch Plates, including braces. Ref. 2.35 | 6 | Each | $ - 0 | |
| C069 | Government Furnished and Contractor Installed Tie Plates. Ref. Para. 2.35 | 20 | Each | $ - 0 | |
| C069 | |||||
| C070 | Government Furnished and Contractor Installed Hook Plates. Ref. Para. 2.35 | 6 | Each | $ - 0 | |
| C071 | Government Furnished and Contractor Installed Rail Anchors. Ref. Para. 2.36 | 250 | Each | $ - 0 | |
| C072 | Government Furnished and Contractor Installed Switch Stand. Ref. Para. 2.37 | 1 | Each | $ - 0 | |
| C073 | Government Furnished and Contractor Installed Switch Point. Ref. Para. 2.38 | 2 | Each | $ - 0 | |
| C074 | Government Furnished and Contractor Installed Frog. Ref. Para. 2.39 | 1 | Each | $ - 0 | |
| C075 | Government Furnished and Contractor Installed Frog Guardrail. Ref. Para. 2.40 | 2 | Each | $ - 0 | |
| C076 | Government Furnished and Contractor Installed Switch Heel Block. Ref. Para. 2.41 | 1 | Each | $ - 0 | |
| C077 | Contractor Furnished and Installed Welding Repair to Switch Point to include mobilization charge. Ref. Para. 2.42 | 6 | Each | $ - 0 | |
| C078 | Contractor Furnished and Installed Welding Repair to Frog to include mobilization charge. Ref. Para. 2.42 | 3 | Each | $ - 0 | |
| C079 | Contractor Furnished and Installed Welding Repair to Rail to include mobilization charge. Ref. Para. 2.42 | 3 | Each | $ - 0 | |
| C080 | Mobilization for Trouble Calls less than $3,500.00, including equipment. Ref. Para. 2.43 | 20 | Each | $ - 0 | |
| C081 | Contractor Furnished and Installed New Rail Anchors. Ref. Para 2.44 | 12 | Each | $ - 0 | |
| C082 | Contractor Furnished and Installed Tie Plates (Relay quality). Ref. Para. 2.45 | 12 | Each | $ - 0 | |
| C083 | Contractor Furnished and Installed New 36", 6 Hole Joint Bar for 115RE Rail. Ref. Para. 2.46 | 2 | Pair | $ - 0 | |
| C084 | Contractor Furnished and Installed New Rail, 39'. 115RE. Ref. Para. 2.47 | 39 | Linear Foot | $ - 0 | |
| C085 | Contractor Furnished and Installed New Rail, 80', 115RE. Ref. Para. 2.47 | 80 | Linear Foot | $ - 0 | |
| C086 | Contractor Furnished and Installed New Racor 22E Switch Stand Ref. Para. 2.48 | 2 | Each | $ - 0 | |
| C087 | Contractor Furnished and Installed New Outside Point Guard Ref. Para. 2.49 | 2 | Each | $ - 0 | |
| C088 | Slot Grind Joint Ref. Para. 2.50 | 10 | Each | $ - 0 | |
| C089 | Contractor Furnished and Installed Culvert Pipe Liner 10.75" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C090 | Contractor Furnished and Installed Culvert Pipe Liner 12.75" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C091 | Contractor Furnished and Installed Culvert Pipe Liner 14" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C092 | Contractor Furnished and Installed Culvert Pipe Liner 16" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C093 | Contractor Furnished and Installed Culvert Pipe Liner 18" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C094 | Contractor Furnished and Installed Culvert Pipe Liner 20" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C095 | Contractor Furnished and Installed Culvert Pipe Liner 22" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C096 | Contractor Furnished and Installed Culvert Pipe Liner 24" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C097 | Contractor Furnished and Installed Culvert Pipe Liner 26" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C098 | Contractor Furnished and Installed Culvert Pipe Liner 28" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C099 | Contractor Furnished and Installed Culvert Pipe Liner 30" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C100 | Contractor Furnished and Installed Culvert Pipe Liner 32" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C101 | Contractor Furnished and Installed Culvert Pipe Liner 36" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C102 | Contractor Furnished and Installed Culvert Pipe Liner 42" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C103 | Contractor Furnished and Installed Culvert Pipe Liner 48" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C104 | Contractor Furnished and Installed Culvert Pipe Liner 54" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C105 | Contractor Furnished and Installed Culvert Pipe Liner 63" OD. Ref. Para. 2.51 | 45 | Linear Foot | $ - 0 | |
| C106 | Contractor Furnished and Installed Grout. Ref. Para. 2.52 | 32 | Cubic Yard | $ - 0 | |
| C107 | Contractor Furnished and Installed Concrete Headwall. Ref. Para. 2.53 | 12 | Cubic Yard | $ - 0 | |
| C108 | Contractor Furnished and Installed New Ground Rod. Ref. Para. 2.54 | 1 | Each | $ - 0 | |
| C109 | Contractor Furnished and Installed New 1/0 Awg Flexible Bare Copper Stranded Cable. Ref. Para. 2.55 | 12 | Linear Foot | $ - 0 | |
| C110 | Locate and Paint Mark Clearance Point. Ref. Para. 2.56 | 6 | Each | $ - 0 | |
| C111 | Contractor Furnished and Installed New Double End, Hinged Derailer. Ref. Para. 2.57 | 1 | Each | $ - 0 | |
| C112 | Track Demolition. Ref. Para. 2.58 | 350 | Linear Track Foot | $ - 0 | |
| Additional work required in conjunction with but not itemized in ELINS C001 - C112. Additional reference paragraphs are found in Division 01. | |||||
| C113 | Hourly Rate for Additional Work that is required in conjunction with (but not included in) the other ELINS Items during normal work hours. Ref. Para. 2.59 | 50 | Labor Hour | $ - 0 | |
| C114 | Material Required In Performance of Additional Work that is required in conjunction with (but not included in) the other ELINS. Ref. Para. 2.60 and the following explanation. | $ 5,000.00 | Percent | $ 5,000.00 | |
| To calculate the amount for 114 multiply $5,000.00 by the percent mark-up + 100% | |||||
| For example if the fixed burden rate is 10% then $5,000.00 x 1.10 = $5,500.00 which is entered in 114 | |||||
| (TOTAL ELINS C001 - C114) | $ 5,000.00 | ||||
| Outside Normal Work Hours & Emergency Work Requirements | |||||
| C115 | Work Outside Normal Working Hours | $ 5,000.00 | Percent | $ - 0 | |
| For proposal purposes only, assume the total of all applicable ELINS 0001 - 1115 to be performed outside of normal working hours is $5,000.00 | |||||
| EX: if the percent mark up is 10% then $5,000 x .10 = 500.00. Thus work outside normal working hours premium is an additional charge of $500.00 for those task on a particular task order that total $5,000.00 and will be performed outside of normal working hours. | |||||
| EMERGENCY BASIS | |||||
| C116 | Percent of increase in unit prices for ELINS C001 - C114, | $ 5,000.00 | Percent | $ - 0 | |
| when the work is ordered on an Emergency basis with an immediate response. Ref Para 2.62 | |||||
| C117 | NDT of Rail. Ref. Para 2.63 | 1.0 | Mile | $ - 0 | |
| SUB-TOTAL | $ 5,000.00 | ||||
| C118 | Payment & Performance Bond for each task order $35k & over. | $ 25,000.00 | $ - 0 | ||
| Ref Para. 2.64 | BOND PREMIUM | ||||
| Bonding or Consent of Surety | |||||
| For proposal purposes only, assume the value of all applicable ELINS C001 to C117 is $25,000.00. | |||||
| To calculate the amount for ELIN C118 multiply $25,000.00 by the bond premium | |||||
| For example if the bond premium is 2% the $25,000.00 x .02 = $500.00 which is entered in ELIN C118 | |||||
| TOTAL ESTIMATED CONTRACT BID AMOUNT | $ 5,000.00 | ||||
| (Total of Sub-Line Items C001 - C118) |
&L&"Courier New,Regular"&12RR MAINTENANCE AND REPAIR&C&12SECTION 00 41 00 BID SCHEDULE &R&"Courier New,Regular"&12N4008518R1608 &CPage &P of &N
Opt Prd 3
| EXHIBIT D LINE ITEMS | |||||
| OPTION PERIOD THREE | |||||
| RAILROAD MAINTENANCE AND REPAIRS | |||||
| N4008518R1608 | |||||
| UNIT OF | UNIT | EXTENDED | |||
| ELIN | ITEM DESCRIPTION | QUANTITY | ISSUE | PRICE | AMOUNT |
| Note the Reference Paragraph numbers given are for Section 01 22 00.00 10 Measurement & Payment | |||||
| D001 | Contractor Furnished and Installed, New Wood Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.4 | 800 | Each | $ - 0 | |
| D002 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| D003 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.5 | 30 | Each | $ - 0 | |
| D004 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| D005 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.5 | 12 | Each | $ - 0 | |
| D006 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.5 | 14 | Each | $ - 0 | |
| D007 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.5 | 28 | Each | $ - 0 | |
| D008 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| D009 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.5 | 6 | Each | $ - 0 | |
| D010 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x20' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| D011 | Contractor Furnished and Installed, New Wood Switch Ties 7"x9"x22' including spikes. Ref. Para. 2.5 | 1 | Each | $ - 0 | |
| D012 | Contractor Furnished and Installed, New Composite Grade Ties 7"x9"x8'6" including spikes. Ref. Para. 2.6 | 510 | Each | $ - 0 | |
| D013 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x9' including spikes. Ref. Para. 2.7 | 20 | Each | $ - 0 | |
| D014 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x10' including spikes. Ref. Para. 2.7 | 13 | Each | $ - 0 | |
| D015 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x11' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| D016 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x12' including spikes. Ref. Para. 2.7 | 7 | Each | $ - 0 | |
| D017 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x13' including spikes. Ref. Para. 2.7 | 8 | Each | $ - 0 | |
| D018 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x14' including spikes. Ref. Para. 2.7 | 16 | Each | $ - 0 | |
| D019 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x15' including spikes. Ref. Para. 2.7 | 5 | Each | $ - 0 | |
| D020 | Contractor Furnished and Installed, New Composite Switch Ties 7"x9"x16' including spikes. Ref. Para. 2.7 | 4 | Each | $ - 0 | |
| D021 | Realignment or Respacing of Existing Grade Ties including excavation. Ref. Para. 2.8 | 50 | Each | $ - 0 | |
| D022 | Realignment or Respacing of Existing Switch Ties including excavation. Ref. Para. 2.8 | 5 | Each | $ - 0 | |
| D023 | Contractor Furnished and Installed New No. 4 ballast (AREMA specification). Ref. Para. 2.9 | 4,000 | Ton | $ - 0 | |
| D024 | Contractor Furnished and Installed New No. 2 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| D025 | Contractor Furnished and Installed New No. 53 crushed stone (IDOH specification). Ref. Para. 2.9 | 40 | Ton | $ - 0 | |
| D026 | Contractor Furnished and Installed New No. 11 crushed stone (IDOH specification). Ref. Para. 2.9 | 20 | Ton | $ - 0 | |
| D027 | Contractor Furnished and Installed New Graded Rriprap (IDOH specificaion). Ref. Para. 2.9 | 160 | Ton | $ - 0 | |
| D028 | Surface and Align Track, and Dress Ballast. Ref. Para. 2.10 | 30,000 | Linear Track Foot | $ - 0 | |
| D029 | Surface and Align No. 6 or 7 Turnout, and Dress Ballast. Ref. Para. 2.11 | 10 | Each | $ - 0 | |
| D030 | Surface and Align No. 8 or 10 Turnout, and Dress Ballast. Ref. Para. 2.11 | 30 | Each | $ - 0 | |
| D031 | Regulate and Dress Ballast Only. (Surfacing and alignment not included) Ref. Para. 2.12 | 100 | Linear Track Foot | $ - 0 | |
| D032 | Gaging - Measured by Centerline of Track. Ref. Para. 2.13 | 100 | Linear Track Foot | $ - 0 | |
| D033 | Excavation of Mud Cribs. Ref. Para. 2.14 | 20 | Each | $ - 0 | |
| D034 | Ditch Maintenance. Ref. Para. 2.15 | 200 | Linear Foot | $ - 0 | |
| D035 | Contractor Furnished and Installed New Crosstie/Cable Bumping Post. Ref. Para. 2.16 | 1 | Each | $ - 0 | |
| D036 | Stone Road Surface Removal. Ref. Para. 2.17 | 25 | Cubic Yard | $ - 0 | |
| D037 | Asphalt Road Surface Removal. Ref. Para. 2.17 | 15 | Cubic Yard | $ - 0 | |
| D038 | Asphalt Road Surface Milling. Ref. Para. 2.17 | 5 | Cubic Yard | $ - 0 | |
| D039 | Removal of Existing Crossing Panel. Ref. Para. 2.18 | 9 | Each | $ - 0 | |
| D040 | Government Furnished, Contractor Installed Crossing Panel. Ref. Para. 2.18 | 1 | Each | $ - 0 | |
| D041 | Excavation. Ref. Para. 2.19 | 150 | Cubic Yard | $ - 0 | |
| D042 | Contractor Furnished and Installed New Geogrid. Ref. Para. 2.20 | 100 | Linear Foot | $ - 0 | |
| D043 | Contractor Furnished and Installed New 6" dia. Subdrain. Ref. Para. 2.21 | 100 | Linear Foot | $ - 0 | |
| D044 | Contractor Furnished and Installed New Molded Rubber Flange Guard for asphalt crossing. Ref. Para. 2.22 | 50 | Linear Track Foot | $ - 0 | |
| D045 | Asphalt Paving of Highway Crossing. Ref. Para. 2.23 | 45 | Ton | $ - 0 | |
| D046 | Contractor Furnished and Installed New Compromise Joint Bars. Ref. Para. 2.24 | 1 | Pair | $ - 0 | |
| D047 | Contractor Furnished and Installed New 7/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| D048 | Contractor Furnished and Installed New 1" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 5 | Each | $ - 0 | |
| D049 | Contractor Furnished and Installed New 1 1/8" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| D050 | Contractor Furnished and Installed New 1 1/4" O.D. Switch Bolts with Square Nut and Spring Lockwasher. Ref. Para. 2.25 | 2 | Each | $ - 0 | |
| D051 | Contractor Furnished and Installed New 3/4" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 45 | Each | $ - 0 | |
| D052 | Contractor Furnished and Installed New 7/8" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 50 | Each | $ - 0 | |
| D053 | Contractor Furnished and Installed New 1" O.D. Track Bolts, with Square Nut and Spring Lockwasher. Ref.Para. 2.25 | 200 | Each | $ - 0 | |
| D054 | Contractor Furnished and Installed New Thermoweld for various rail sizes. Ref. Para. 2.26 | 2 | Each | $ - 0 | |
| D055 | Contractor Furnished and Installed New Insulated Joint Bars. Ref. Para. 2.27 | 2 | Pair | $ - 0 | |
| D056 | Contractor Furnished and Installed New Thermite Joint Bond with 3/16" stranded copper wire. Ref. Para. 2.28 | 4 | Each | $ - 0 | |
| D057 | Contractor Furnished and Installed New Thermite Web Bond for Rail Joint (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 6 | Each | $ - 0 | |
| D058 | Contractor Furnished and Installed New Thermite Track Cross Bond (including 1 AWG Stranded Copper Wire). Ref. Para. 2.28 | 3 | Each | $ - 0 | |
| D059 | Contractor Furnished and Installed New Single Action, Heavy Duty, Gage Rod. Ref. Para. 2.29 | 5 | Each | $ - 0 |
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