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HomeMy WebLinkAboutRieth-Riley/Eng/CO #1/25,747.36/Shelborne Road Multi-Use Path – Project #16-ENG-69 City of Carmel Project 16-ENG-69 Shelborne Road Multi-Use Path CHANGE ORDER#1 bet` Extra work at the Snyder property and at Sedgemoor Circle due to agreements between The City of Carmel,James Snyder, and Bridlebourne Subdivision.Additional change order items for Bridlebourne subdivision include the removal of 7 dead/dying trees, installation of a new R13 inlet at approximate Sta. 12+25"P" on the east side of the center island at Sedgemoor Circle, installing 10" HDPE instead of the planned 8" HDPE for Str. No. 10 and 11, and removing and salvaging existing bricks at Sedgemoor Circle from the existing asphalt to the east edge of the path.Additional change order items of mobilization/demobilization, construction engineering, and maintaining traffic are needed to complete the work for placement of two new asphalt driveways at the Snyder property and for the additional work for Bridlebourne Subdivision.Additional change order items for asphalt are also needed due to an increase in the PG asphalt binder index from the bid price to the current price in September.Additional change order item for geogrid will be added to help stabilize soils for the path subgrade where needed. Additional change order item for material that is not needed and non-returnable due to a change order revision from an unforeseen condition. 166 days will be added for time it took for all right-of-way to be obtained in order for Rieth-Riley to work on all of the project to finish the project this year per their updated schedule from 10/10/18 and 138 days will be added due to not being able to pave HMA surface until the spring of 2019 due to heavy rain and cold temperatures in the fall/winter of 2018. Contract Price prior to this Change Order $563,174.84 Contract Price will be increased/decreased by this Change Order $25,747.36 New Contract Price including this Change Order $588,922.20 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $563,174.84 $563,174.84 N/A CO1 $25,747.36 $588,922.20 4.57% CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: I DATE: 1/31/2019 Rieth-Riley Construction Co. PROJECT NAME: Shelbome Road Multi-Use Path 1751 W.Minnesota St. CITY REQ.NO.: Indianapolis,IN 46206 CITY PO NO.: ATTN:Gary Davis CITY PO DATE: I. You are directed to make the following changes in this Contract: 1. This change order will add eleven new items for this contract for extra work.Seven new items will be added for work at the Snyder property and at Sedgemoor Circle due to agreements between the City of Carmel, James Snyder, and Bridlebourne Subdivision and design changes.One item will be added for geogrid to help stabilize the subgrade.One item will be added for non-returnable material due to a design change at Sedgemoor Circle.Two new items will be added for an increase to the PG asphalt binder index price from the bid price to the current price in September. 2. Quantities will be changed due to Items 24 and 27 not needing to be used. 3. 166 days will be added for time until all right-of-way has been cleared for Rieth-Riley to complete their work and 138 days will be added due to not being able to pave HMA surface until the spring of 2019 due to heavy rain and cold temperatures in the fall/winter of 2018. ITEM AMOUNT SCHEDULED ADJUSTMENT(+)OR(-1 DAYS 41-51 New Items S65,471.60 304 Days 24,27 Quantity Changes -S39,724.24 II. The following referenced Documents further describe the changes outlined in Paragraph I,and are to be considered a part of this Change Order:R.F.P.: W.D.C.No.: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 563,174.84 Contract Price will be increased/deer-ease€1 by this Change Order $ 25.747.36 New Contract Price including this Change Order $ 588,922.20 Contract Time Prior to this Change Order 92 Days 7/1/2018 Substantial Completion Date Contract Time Prior to this Change Order 123 Days 8/1/2018 Final Completion Date Net increased/deereased-resulting from this Change Order 304 Days Current Contract Time including this Change Order 396 Days 5/1/2019 Substantial Completion Date Current Contract Time including this Change Order 427 Days 6/1/2019 Final Completion Date This Change Order is for full and final settlement of all direct,indirect,impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended: The Above Changes Are Accepted: Approved: USI Consultants,Inc. Rieth-Riley Construction Co. Je y .Kashm ,City Engineer ENGINEER CONTRACTOR t?5k° Ar Jam Brainard a or or 8415 East 56'''Street 1751 W.Minnesota St. Indianapolis,IN 46216 Indianapolis,IN 46206 Mary An Burk , ember City/State/Zip City/State/Zip L i ats n,Member By: Kevin Harris By:17,Q.) ^1 1i ATTEST: Phone: 317-363-9360 Phone: s�6:47 a4/( Christine S.Pauley,Clerk-Treasure( .114-01-11--/' / Date: 2/5/2019 Date: 13 I kt� ! Date: 7/'c,�// • USI Consultants, Inc Change Order Details consultants Carmel Shelbourne Path Description City of Carmel Project I6-ENG-69-Shelboume Road Path from 106th Street to 116th Street Prime Contractor Rieth-Riley Construction Co. 1751 W.Minnesota St. Indianapolis,IN 46206 Change Order 1 Status Pending Date Created 10/26/2018 Type Changed Conditions Summary Extra work at the Snyder property,Bridleboume Subdivision,and Sedgemoor Circle.Additional items will be added for an increase in asphalt pricing,geogrid for soil stabilization,and non-returnable material not needed.Time will be added as well. Change Order Description Extra work at the Snyder property and at Sedgemoor Circle due to agreements between The City of Cannel,James Snyder,and Bridleboume Subdivision.Additional change order items for Bridleboume subdivision include the removal of 7 dead/dying trees,installation of a new R13 inlet at approximate Sta. 12+25"P"on the east side of the center island at Sedgemoor Circle,installing 10"HDPE instead of the planned 8" HDPE for Str.No.10 and 11,and removing and salvaging existing bricks at Sedgemoor Circle from the existing asphalt to the east edge of the path.Additional change order items of mobilization/demobilization,construction engineering,and maintaining traffic are needed to complete the work for placement of two new asphalt driveways at the Snyder property and for the additional work for Bridleboume Subdivision.Additional change order items for asphalt are also needed due to an increase in the PG asphalt binder index from the bid price to the current price in September.Additional change order item for geogrid will be added to help stabilize soils for the path suhgrade where needed.Additional change order item for material that is not needed and non-returnable due to a change order revision from an unforeseen condition.166 days will be added for time it took for all the right-of-way to be obtained in order for Rieith-Riley to work on all the project per their updated schedule from 10/10/ 18 and 138 days will be added due to not being able to pave HMA surface until the spring of 2019 due to heavy rain and cold temperatures in the fall/winter of 2018. Awarded Project Amount $563,174.84 Change Order Details: 02/05/2019 Carmel Shelboume Path Page 1 of 5 Authorized Project Amount $563,174.84 Change Order Amount $25,747.36 Revised Project Amount $588,922.20 Increases/Decreases Line. 'audit Section:2-Description 0024 Shelbourne Path Item 24 SYS $133 600 244.000 $32,598.40 -244.000 -$32,598.40 0.000 $0.00 ARTICULATED CONCRETE BLOCK Reason:No longer needed due to a design change of the drainage at Sedgemoor Circle from an unforeseen condition.The ditch will not need to be cut deep where this item was required. 0027 Shelboume Path Item 27 LFT $32.990 216.000 $7,125.84 -216.000 -$7,125.84 0.000 $0.00 HDPE,8 IN Reason:No longer needed due to a design change of the drainage at Sedgemoor Circle from an unforeseen condition. 10"HDPE will be installed in place of this item as added to this change order. 2 items Totals $39 724 24 1. -$39,72424 $0.00 Change Order Details: 02/05/2019 Carmel Shelbourne Path Page 2 of 5 New Items Line Number Item ID I nit Section: 1 -Description OU41 Shelbourne Path Item 41 LS 1 000 $1.870.000 $1,870 00 CONSTRUCTION ENGINEERING:Additional Reason:For added work per agreement with property owner James Snyder and Bridleboume Subdivision. 0042 Shelbourne Path Item 42 LS 1.000 $3,500 000 $3,500 00 MOBILIZATION AND DEMOBILIZATION:Additional Reason:For added work per agreement with property owner James Snyder and Bridleboume Subdivision. 0043 Shelboume Path Item 43 LS 1.000 $8.115.000 $8,115.00 TREE REMOVAL: Reason:For added work per agreement with Bridleboume Subdivision to remove 7 dead/dying trees 0044 Shelboume Path Item 44 LS 1.000 $5,909.000 $5,909.00 MAINTAINING TRAFFIC:Additional Reason:For added work per agreement with property owner James Snyder and Bridleboume Subdivision. 0045 Shelbounie Path Item 45 SYS 88 uuo $69 u90 $6,079 92 REMOVE AND SALVAGE BRICK PAVERS Reason:Existing brick pavers removed at Sedgemoor Circle to fix drainage issues. Change Order Details: 02/05/2019 Carmel Shelbourne Path Page 3 of 5 f s unit Quantity Unit Price Ex 0046 Shelboume Path Item 46 EACH 1.000 $3,694.560 $3,694.56 INLET,R13 Reason:New inlet installed at Sedgemoor Circle to replace existing slotted drain to fix drainage issues. 0047 Shelboume Path Item 47 TON 1,349.000 $2.400 $3,237.60 HMA FOR MULTI-USE PATH:Price Increase Reason:Increase in PG asphalt binder index from the bid price to the current price in September 0048 Shelboume Path Item 48 TON 240.000 $2.850 $684.00 HMA FOR APPROACHES,TYPE C:Price Increase Reason:Increase in PG asphalt binder index from the bid price to the current price in September. 0049 Shelboume Path Item 49 LFT 216.000 $34.090 $7,363.44 HDPE,LOIN Reason:Replaces the planned 8"HDPE for Str.10 and 11 in order to increase the pipe size due to being able to lower the pipe inverts at the new R13 inlet at Sedgemoor Circle. 0050 Shelboume Path Item 50 SYS 1,400 000 $5.460 $7,644.00 Geogrid Reason:To help stabilize soils where needed. 0051 Shelboume Path Item 51 LS 1.000 $17,374.080 $17,374.08 NON-RETURNABLE MATERIAL:City Purchased Reason:Due to a design change to the drainage plan from an unforeseen condition at Sedgemoor Circle,Item No.24(Articulated Concrete Block)and Item No.27(HDPE,8 IN) Change Order Details 02/05/2019 Carmel Shelbourne Path Page 4 of 5 Line Number Item ID t nit Oaantit% Unit Price Exien,i[ are no longer needed.Since the items were made or delivered before the design change and are non-returnable,the City of Carmel has agreed to purchase them. 11 items Total:$65,471.60 New Time Limits lie Pending Deadline Pending Cost per 17rrs Completion Date l 'i 19 Substantial Completion Completion Date 06/01/2019 $1,000.00 Final Completion Ztn e�111R1tS `'y ✓� aFr f s Change Order Details. 02/05/2019 Carmel Shelbourne Path Page 5 of 5 Cost Report Rieth Riley Construction Co., Inc. 15 Gary Vandergriff Page 1 of 7 22.0143C 16-ENG-69 Shelborne Rd. -Snyder Parcel 09/26/2018 2:29 PM Biditem CONSTRUCTION ENGINEERING 1 Takeoff Qty: 1.000 LS Bid Qty: 1.000 LS Activity: 670001 Construction Engineering-SUB Quantity: 1 Unit: LS Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 4ENG ENGINEERING SUB 1.00 1.00 LS 500.00 100.00 500.00 500.00 Biditem MOBILIZATION AND DEMOBILIZATION 2 Takeoff Qty: 1.000 LS Bid Qty: 1.000 LS Base Labor Burden Total Labor Equipment Perm Matls Const Math Sub Trucking Bridge Asphalt Total U.Cost 492.31 273.02 765.33 486.38 0.00 688.00 0.00 0.00 0.00 0.00 1,939.71 Total 492.31 273.02 765.33 486.38 0.00 688.00 0.00 0.00 0.00 0.00 1,939.71 Manhours Unit/MH MH/Unit 5/MN Base Labor/MH Total Labor/MH Unit/CH 14.0000 0.0714 14.0000 138.5507 35.1650 54.6664 0.0714 Activity: 00801 Mob/Demob Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Math Const Math Sub Trucking Bridge Asphalt Total U.Cost 136.55 78.87 215.42 288.75 0.00 0.00 0.00 0.00 0.00 0.00 504.17 Total 136.55 78.87 215.42 288.75 0.00 0.00 0.00 0.00 0.00 0.00 504.17 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 504.1700 4.0000 0.2500 126.0425 0.4000 2.5000 0.4000 1,260.4250 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 4.0000 0.2500 4.0000 53.8550 136.5500 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0069 LOWBOY &TEAMSTER Prod: 0 Eff: 100.00 Crew Hrs: 4.00 Labor Pcs: 1.00 Equipment Pcs:1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TTTRT IRKS TRACTOR W/TRL 1.00 4.00 FIR 70.77 100.00 72.19 288.75 TM TEAMSTER 1.00 4.00 MH 28.41 116.67 53.86 215.42 Activity: 00811 Supervision Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Mats Const Matls Sub Trucking Bridge Asphalt Total U.Cost 163.40 76.32 239.72 61.20 0.00 0.00 0.00 0.00 0.00 0.00 300.92 Total 163.40 76.32 239.72 61.20 0.00 0.00 0.00 0.00 0.00 0.00 300.92 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit S/Shift 300.9200 4.0000 0.2500 75.2300 0.5000 2.0000 0.5000 601.8400 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 4.0000 0.2500 4.0000 59.9300 163.4000 Calendar:040 5 DAYS Q 8 HRS/EA Hrs/Shift:8 WC: 1 WC/GL Crew: AA0099 SUPERINTENDENT Prod: 0 Eff: 100.00 Crew Hrs: 4.00 Labor Pcs: 1.00 Equipment Pcs:1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TPU1 TRKS SUPERINTENDENT 1.00 4.00 HR 15.00 100.00 15.30 61.20 SUPT SUPERINTENDENT 1.00 4.00 MH 39.66 100.00 59.93 239.72 22-0143C 16-ENG-69 Shelborne Rd. - Snyder Parcel 09/26/2018 2:29 PM Page 2 of 7 Activity: 00826 Water/Fuel Quantity: 1 Unit: 13 Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 136.55 78.87 215.42 111.79 0.00 0.00 0.00 0.00 0.00 0.00 327.21 Total 136.55 78.87 215.42 111,79 0.00 0.00 0.00 0.00 0.00 0.00 327.21 Crew$Knit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 327.2100 4.0000 0.2500 81.8025 0.4000 2.5000 0.4000 818.0250 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 4.0000 0.2500 4.0000 53.8550 136.5500 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0039 WATER TRUCK a TEAMSTER Prod: 0 Eff: 100.00 Crew Hrs: 4.00 Labor Pcs: 1.00 Equipment Pcs: 1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TWFT TRKS WATER/FUEL T/A 1.00 4.00 HR 27.40 100.00 27.95 111.79 TM TEAMSTER 1.00 4.00 MH 28.41 116.67 53.86 215.42 Activity: 00828 Show-Up Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Matis Const Matls Sub Trucking Bridge Asphalt Total U.Cost 55.81 38.96 94.77 24.64 0.00 0.00 0.00 0.00 0.00 0.00 119.41 Total 55.81 38.96 94.77 24.64 0.00 0.00 0.00 0.00 0.00 0.00 119,41 Crew$/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 119.4100 2.0000 0.5000 59.7050 0.2000 5.0000 0.2000 597.0500 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 2.0000 0.5000 2.0000 47.3850 55.8100 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0019 QA TECHNICIAN Prod: 0 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 1.00 Equipment Pcs:1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 QA QA TECH 1.00 2.00 MH 23.22 116.67 47.39 94.77 Activity: 00831 Bonds Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Matls Const Malls Sub Trucking Bridge Asphalt Total U.Cost 0.00 0.00 0.00 0.00 0.00 138.00 0.00 0.00 0.00 0.00 138,00 Total 0.00 0.00 0.00 0.00 0.00 138.00 0.00 0.00 0.00 0.00 138.00 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 30BON01 MAINTAINANCE/WARRANTY 1.00 30.00 THOU 1.00 100.00 1.00 30.00 30BON07 NEW RD. FIRST$2.5 MIL 1.00 30.00 THOU 3.60 100.00 3.60 108.00 Activity: 00855 Small Tool Supplies Quantity: 1 Unit: LS Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 3J JOB EXPENSE 1.00 1.00 LS 50.00 100.00 50.00 50.00 Activity: 00871 Potholing Quantity: 1 Unit: LS Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 3J JOB EXPENSE 1.00 1.00 LS 500.00 100.00 500.00 500.00 Biditem EXCAVATION, COMMON 1 I 22-0143C 16-ENG-69 Shelborne Rd. -Snyder Parcel 09/26/2018 2:29 PM Page 3 of 7 1 4 Takeoff Qty: 19.000 CYS Bid Qty: 19.000 CYS i Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 40.78 26.04 66.82 25.19 0.00 0.00 0.00 10.68 0.00 0.00 102.69 Total 774.86 494.67 1,269.53 478.58 0.00 0.00 0.00 203.00 0.00 0.00 1,951.11 Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total Labor/MH Unit/CH 22.0000 0.8636 1.1579 88.6868 35.2209 57.7059 4.7500 Activity: 06120 Cut-to-Waste Quantity: 19 Unit: CYS Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 18.92 11.99 30.91 13.76 0.00 0.00 0.00 10.68 0.00 0.00 55.36 Total 359.53 227.85 587.38 261.39 0.00 0.00 0.00 203.00 0.00 0.00 1,051.77 Crew$/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit S/Shift 44.6721 0.1053 9.5000 424.3850 0.2000 95.0000 0.0105 5,258.8500 Manhours Unit/MH MH/Unit Total labor/MH Base Labor/Unit 10.0000 1.9000 0.5263 58.7380 18.9226 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0083 CUT TO WASTE CREW Prod: 0 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 5.00 Equipment Pcs:3.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 5HTR10 TRUCKING 10 HOURS 1.00 2.00 HR 101.50 100.00 101.50 203.00 8D-4 DOZER 85 HP(D4) 1.00 2.00 HR 36.15 100.00 36.88 73.75 8EX314 EXCAVATOR 314 1.00 2.00 HR 79.90 100.00 81.50 163.00 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 FOR FOREMAN 1.00 2.00 MH 35.05 116.67 67.24 134.48 LAB LABORER 2.00 4.00 MH 23.22 116.67 47.39 189.55 OPER OPERATOR(103) 2.00 4.00 MH 34.05 116.67 65.84 263.35 Activity: 06194 FG Seed ft Sod Quantity: 59.32 Unit: SYS Base Labor Burden Total Labor Equipment Perm Matls Const Math Sub Trucking Bridge Asphalt Total U.Cost 7.00 4.50 11.50 3.66 0.00 0.00 0.00 0.00 0.00 0.00 15.16 Total 415.33 266.82 682.15 217.19 0.00 0.00 0.00 0.00 0.00 0.00 899.34 Crew S/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 15.1608 0.0337 29.6600 449.6700 0.2000 296.6000 0.0034 4,496.7000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 12.0000 4.9433 0.2023 56.8458 7.0015 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0086 DOZER CREW Prod: UH 29.66 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 6.00 Equipment Pcs:3.00 Notes: ,-'4 _ ,, Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8D-4 DOZER 85 HP(D4) 1.00 2.00 HR 36.15 100.00 36.88 73.75 8LSKD85 SKID STEER 85 HP 1.00 2.00 HR 58.23 100.00 59.40 118.80 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 FOR FOREMAN 1.00 2.00 MH 35.05 116.67 67.24 134.48 LAB LABORER 3.00 6.00 MH 23.22 116.67 47.39 284.32 OPER OPERATOR(103) 2.00 4.00 MH 34.05 116.67 65.84 263.35 Biditem TEMPORARY INLET PROTECTION 6 Takeoff Qty: 1.000 EACH Bid Qty: 1.000 EACH 22-0143C 16-ENG-69 Shelborne Rd. -Snyder Parcel 09/26/2018 2:29 PM Page 4 of 7 Activity: 57050 Temp Ditch Inlet Protection Quantity: 1 Unit: EACH Calendar:061 6 DAYS C 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 4EROS EROSION CONTROL SUB 1.00 1.00 EACH 100.00 100.00 100.00 100.00 Notes: Str.1- 9 cys St:.11-3i. / Str.1S-3.7 cys . Str.19-v-1 cys / Str.20-0.5 cys I y Str-21 cys / Str.22-15.5 cys / .2_--2.4 cys / Str.24-1 rys , Str. :i •••r.26-4._ cya •« TOTAL - 11 Structures Biditem STRUCTURE BACKFILL, TYPE I 11 Takeoff Qty: 20.000 CYS Bid Qty: 20.000 CYS Activity: 10220 Str Backfitt,Type 1 Quantity: 20 Unit: CYS Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2AB1005 B-BORROW 1.00 40.00 TON 15.05 100.00 15.05 602.00 Notes: 6-0• Subbase for Path Biditem COMPACTED AGGREGATE NO. 53 13 Takeoff Qty: 30.000 TON Bid Qty: 30.000 TON Base Labor Burden Total Labor Equipment Perm Malls Const Matis Sub Trucking Bridge Asphalt Total U.Cost 19.66 12.61 32.27 4.10 11.00 0.00 0.00 13.53 0.00 0.00 60.91 Total 589.87 378.30 968.17 123.12 330.00 0.00 0,00 406.00 0.00 0.00 1,827.29 Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total Labor/MH Unit/CH 18.0000 1.6667 0.6000 101.5161 32.7706 53.7872 15.0000 Activity: 29420 Camp Agg No 53 Base Quantity: 30 Unit: TON Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 19.66 12.61 32.27 4.10 11.00 0.00 0.00 13.53 0.00 0.00 60.91 Total 589.87 378.30 968.17 123.12 330.00 0.00 0.00 406.00 0.00 0.00 1,827.29 Crew$/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 36.3763 0.0667 15.0000 545.6450 0.2000 150.0000 0.0067 9,136.4500 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 18.0000 1.6667 0.6000 53.7872 19.6623 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0041 CONCRETE CREW,FLATWORK Prod: UH 15 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 9.00 Equipment Pcs:3.00 Notes: TRUCKING BY THE Ton (Long Method) INPUT COMPUTED Total Tons 2326.00 TonsiHr 55.15 40.00 Total Hours Hours/Shift 10.00 4.00 Total Shifts 5,11.50 Tons/Shift One Way Distance'Miles) 10.00 2:.00 MtlesfP.ourd Trip Average Speed MPH 20.00 6ct.00 HaulTiaie/BndTr :i4in) Load Tim? - . Mir. 10.00 20.64 ['optima- 20 Tons%Lcad Dump Time Min 20.64 90.64 Tc.tTineikndTr Odin% Usable -:,;Hr. 50.00 0.55 EnriTr,Loada/Er/T:uck Tans%Tru_ .load 19.00 129.22 Total Truckloads 5,66 Theor. No. of Trucks Use This Mo. of : 5.96 234.40 Tctal Truck Hours trice:Hr f:-:. -...,,ks 0.00 !). 5 To. Price - Trucking FriceiTcr, for Trtckinn Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT96 Actual UC Total 22-0143C 16•ENG-69 Shelborne Rd. -Snyder Parcel 09/26/2018 2:29 PM Page 5 of 7 2AL2053M TYPE"0"#53(MO) 1.00 30.00 TON 11.00 100.00 11.00 330.00 5HTR10 TRUCKING 10 HOURS 1.00 4.00 HR 101.50 100.00 101.50 406.00 8L580 BACKHOE 580 1.00 2.00 HR 32.34 100.00 32.99 65.97 8TPU1.5T TRKS 1.5 TON 1.00 2.00 HR 15.93 100.00 16.26 32.51 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 COMB COMBINATION 1.00 2.00 MH 29.01 116.67 55.49 110.98 FIN FINISHER 4.00 8.00 MH 25.22 116.67 50.19 401.48 FOR FOREMAN 1.00 2.00 MH 35.05 116.67 67.24 134.48 LAB LABORER 2.00 4.00 MH 23.22 116.67 47.39 189.55 OPER OPERATOR(103) 1.00 2.00 MH 34.05 116.67 65.84 131.68 Notes: - - Biditem RCP, 18 IN Takeoff Qty: 43.000 LFT 3 2 Bid Qty: 43.000 LFT Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 19.37 12.42 31.79 13.09 17.92 0.00 0.00 20.30 0.00 0.00 83.11 Total 833.07 534.05 1,367.12 562.93 770.66 0.00 0.00 872.90 0.00 0.00 3,573.61 Manhours Unit/MH MH/Unit S/MH Base Labor/MH Total Labor/MH Unit/CH 24.0000 1.7917 0.5581 148.9004 34.7113 56.9633 7.1667 Activity: 11106 18IN Type 2 Circ Pipe Quantity: 43 Unit: LFT Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 19.37 12.42 31.79 13.09 17.92 0.00 0.00 20.30 0.00 0.00 83.11 Total 833.07 534.05 1,367.12 562.93 770.66 0.00 0.00 872.90 0.00 0.00 3,573.61 Crew S/Unit Crew Hrs/Unit UnIts/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit S/Shift 44.8849 0.1395 7.1667 321.6750 0.6000 71.6667 0.0140 5,956.0167 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 24.0000 1.7917 0.5581 56.9633 19.3737 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0061 PIPE CREW,SMALL/CAT 314 Prod: UH 7.1667 Eff: 100.00 Crew Hrs: 6.00 Labor Pcs: 4.00 Equipment Pcs:2.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2AL1008 LIMESTONE#8 1.00 5.38 TON 20.00 100.00 20.00 107.60 2DP1018 PIPE, RCP, 18•' 1.00 43.00 LFT 15.42 100.00 15.42 663.06 5HTR10 TRUCKING 10 HOURS 1.00 8.60 HR 101.50 100.00 101.50 872.90 8EX314 EXCAVATOR 314 1.00 6.00 HR 79.90 100.00 81.50 488.99 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 6.00 HR 12.08 100.00 12.32 73.94 FOR FOREMAN 1.00 6.00 MH 35.05 116.67 67.24 403.43 LAB LABORER 2.00 12.00 MH 23.22 116.67 47.39 568.65 OPER OPERATOR(103) 1.00 6.00 MN 34.05 116.67 65.84 395.04 Notes: Str.19 l 2.76' depth / Str.20 4 4.35' depth / Srr.34 @ 4."-' depth / _tr.25 4 4.45' depth / S:_._. @ 3.F,5' aecth '' ' TOTAL e 5 ea:A, @ 3.95' average deerh Biditem INLET, E7 35 Takeoff Qty: 1.000 EACH Bid Qty: 1.000 EACH Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 719.04 455.72 1,174.76 723.35 799.25 0.00 0.00 0.00 0.00 0.00 2,697.36 Total 719.04 455.72 1,174.76 723.35 799.25 0.00 0.00 0.00 0.00 0.00 2,697.36 Manhours Unit/MH MR/Unit S/MH Base Labor/MH Total Labor/MH Unit/CH i 22-0143C 16•ENG-69 Shelborne Rd. •Snyder Parcel 09/26/2018 2:29 PM Page 6 of 7 20.0000 0.0500 20.0000 134.8680 35.9520 58.7380 0.2500 Activity: 10325 E7 Inlet Quantity: 1 Unit: EACH Base Labor Burden Total Labor Equipment Perm Matis Const Mails Sub Trucking Bridge Asphalt Total U.Cost 719.04 455.72 1,174.76 723.35 799.25 0.00 0.00 0.00 0.00 0.00 2,697.36 Total 719.04 455.72 1,174.76 723.35 799.25 0.00 0.00 0.00 0.00 0.00 2,697.36 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 1,898.1100 4.0000 0.2500 474.5275 0.4000 2.5000 0.4000 6,743.4000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 20.0000 0.0500 20.0000 58.7380 719.0400 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0062 PIPE CREW,MEDIUM/CAT 320 Prod: HU 4 Eff: 100.00 Crew Hrs: 4.00 Labor Pcs: 5.00 Equipment Pcs:4.00 Notes: : s)" -, . - '.as _•<c Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2AB1005 B- BORROW 1.00 5.00 TON 15.05 100.00 15.05 75.25 2CA CONCRETE CLASS"A" 1.00 1.00 CYS 103.00 100.00 103.00 103.00 2DC1007 CASTING TYPE 7(R-4215-C) 1.00 1.00 EACH 225.00 100.00 225.00 225.00 2DSI-E INLET TYPE E 1.00 1.00 EACH 396.00 100.00 396.00 396.00 8EX320 EXCAVATOR 320/ 325 1.00 4.00 FIR 76.91 100.00 78.45 313.80 8L938 LOADER 938 1.00 4.00 HR 63.30 100.00 64.57 258.26 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 4.00 HR 12.08 100.00 12.32 49.29 8TXBOX TRENCH BOX FOR PIPE 1.00 4.00 HR 25.00 100.00 25.50 102.00 FOR FOREMAN 1.00 4.00 MH 35.05 116.67 67.24 268.95 LAB LABORER 2.00 8.00 MH 23.22 116.67 47.39 379.10 OPER OPERATOR(103) 2.00 8.00 MH 34.05 116.67 65.84 526.71 Biditem MAINTAINING TRAFFIC 38 Takeoff Qty: 1.000 LS Bid Qty: 1.000 LS Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total Labor/MH Untt/CH 64.0000 0.0156 64.0000 47.3873 27.9034 47.3873 0.0313 Activity: 52615 Flagging/ Quantity: t Unit: LS Crew 5/Unit Crew Hrs/Unit Units/Crew Hr 5/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 3,032.7900 32.0000 0.0313 94.7747 3.2000 0.3125 3.2000 947.7469 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 64.0000 0.0156 64.0000 47.3873 1,785.8200 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0031 FLAGGING CREW Prod: 0 Eff: 100.00 Crew Hrs: 32.00 Labor Pcs: 2.00 Equipment Pcs:0.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total LAB LABORER 2.00 64.00 MH 23.22 116.67 47.39 3,032.79 Biditem RESIDENTIAL DRIVEWAY, CONCRETE 43 Takeoff Qty:Bid Qty: 82.000 SYS 82.000 SYS Base Labor Burden Total Labor Equipment Penn Matls Const Matis Sub Trucking Bridge Asphalt Total U.Cost 57.55 36.91 94.46 12.01 19.32 1.00 0.00 0.00 0.00 0.00 126.78 Total 4,718.94 3,026.45 7,745.39 984.96 1,583.96 82.00 0.00 0.00 0.00 0.00 10,396.31 22-0143C 16-ENG-69 Shelborne Rd. -Snyder Parcel 09/26/2018 2:29 PM Page 7 of 7 Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total Labor/MH Unit/CH 144.0000 0.5694 1.7561 72.1966 32.7704 53.7874 5.1250 Activity: 42530 PCCP App 6 IN Quantity: 82 Unit: SYS Base Labor Burden Total Labor Equipment Penn Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 57.55 36.91 94.46 12.01 19.32 1.00 0.00 0.00 0.00 0.00 126.78 Total 4,718.94 3,026.45 7,745.39 984.96 1,583.96 82.00 0.00 0.00 0.00 0.00 10,396.31 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr 5/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 106.4677 0.1951 5.1250 545.6469 1.6000 51.2500 0.0195 6,497.6938 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 144.0000 0.5694 1.7561 53.7874 57.5480 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0041 CONCRETE CREW,FLATWORK Prod: UH 5.125 Eff: 100.00 Crew Hrs: 16.00 Labor Pcs: 9.00 Equipment Pcs:3.00 Notes: EC? App 6 IN 0.5' X 9 / ' - .1666 IL.k = .1632 CYS PER SYS 0.5' v 9 / _ _ .166E X PA = .1915 Cis PER SYS Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2CA CONCRETE CLASS"A" 1.00 15.02 CYS 103.00 100.00 103.00 1,547.06 2CXCURE CURING COMPOUND(55 GAL) 1.00 6.15 GAL 6.00 100.00 6.00 36.90 3JCXFS CONCRETE FORMS BY SYS 1.00 82.00 SYS 1.00 100.00 1.00 82.00 8L580 BACKHOE 580 1.00 16.00 HR 32.34 100.00 32.99 527.76 8TPU1.5T IRKS 1.5 TON 1.00 16.00 HR 15.93 100.00 16.25 260.03 I 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 16.00 HR 12.08 100.00 12.32 197.17 COMB COMBINATION 1.00 16.00 MH 29.01 116.67 55.49 887.84 FIN FINISHER 4.00 64.00 MH 25.22 116.67 50.19 3,211.92 FOR FOREMAN 1.00 16.00 MH 35.05 116.67 67.24 1,075.81 LAB LABORER 2.00 32.00 MN 23.22 116.67 47.39 1,516,40 OPER OPERATOR(103) 1.00 16.00 MH 34.05 116.67 65.84 1,053.42 Report Summary Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total Total 9,914 6,409 16,323 3,359 4,086 770 600 1,482 0 0 26,620 Calendars Used In Estimate 061 6 DAYS @ 10 HRS/EA 040 5 DAYS® 8 HRS/EA Cost Report Rieth Riley Construction Co., Inc. 15 Gary Vandergriff Page 1 of 8 22-0143B to-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Biditem CONSTRUCTION ENGINEERING 1 Takeoff Qty: 1.000 LS Bid Qty: 1.000 LS Activity: 670001 Construction Engineering-SUB Quantity: 1 Unit: LS Calendar:061 6 DAYS @ 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 4ENG ENGINEERING SUB 1.00 1.00 LS 200.00 100.00 200.00 200.00 Biditem MOBILIZATION AND DEMOBILIZATION 2 Takeoff Qty: 1.000 LS Bid Qty: 1.000 LS Base Labor Burden Total Labor Equipment Perm Matis Const Matls Sub Trucking Bridge Asphalt Total U.Cost 274.07 156.00 430.07 255.52 0.00 342.00 0.00 0.00 0.00 0.00 1,027.59 Total 274.07 156.00 430.07 255.52 0.00 342.00 0.00 0.00 0.00 0.00 1,027.59 Manhours Unit/MH MH/Unit S/MH Base Labor/MH Total Labor/MH Unit/CH 8.0000 0.1250 8.0000 128.4488 34.2588 53.7588 0.1250 Activity:, 00801 Mob/Demob Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Matis Const Mats Sub Trucking Bridge Asphalt Total U.Cost 68.28 39.44 107.72 144.38 0.00 0.00 0.00 0.00 0.00 0.00 252.10 Total 68.28 39.44 107.72 144.38 0.00 0.00 0.00 0.00 0.00 0.00 252.10 Crew S/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit S/Shift 252.1000 2.0000 0.5000 126.0500 0.2000 5.0000 0.2000 1,260.5000 Manhours Unit/MH NH/Unit Total Labor/MH Base Labor/Unit 2.0000 0.5000 2.0000 53.8600 68.2800 Calendar:061 6 DAYS @ 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0069 LOWBOY &TEAMSTER Prod: 0 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 1.00 Equipment Pcs:1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8 i I i RT TRKS TRACTOR W/TRL 1.00 2.00 HR 70.77 100.00 72.19 144.38 TM TEAMSTER 1.00 2.00 MH 28.41 116.67 53.86 107.72 Activity: 00811 Supervision Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Mats Const Matis Sub Trucking Bridge Asphalt Total U.Cost 81.70 38.16 119.86 30.60 0.00 0.00 0.00 0.00 0.00 0.00 150.46 Total 81.70 38.16 119.86 30.60 0.00 0.00 0.00 0.00 0.00 0.00 150.46 Crew$/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit S/Shift 150.4600 2.0000 0.5000 75.2300 0.2500 4.0000 0.2500 601.8400 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 2.0000 0.5000 2.0000 59.9300 81.7000 Calendar:040 5 DAYS @ 8 HRS/EA Hrs/Shift:8 WC: 1 WC/GL Crew: AAA SUPERINTENDENT Prod: 0 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 1.00 Equipment Pcs:1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TPU1 TRKS SUPERINTENDENT 1.00 2.00 HR 15.00 100.00 15.30 30.60 SUPT SUPERINTENDENT 1.00 2.00 MH 39.66 100.00 59.93 119.86 i .i 22-0143B 16-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 2 of 8 Activity: 00826 Water/Fuel Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Malls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 68.28 39.44 107.72 55.90 0.00 0.00 0.00 0.00 0.00 0.00 163.62 Total 68.28 39.44 107.72 55.90 0.00 0.00 0.00 0.00 0.00 0.00 163.62 Crew S/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 163.6200 2.0000 0.5000 81.8100 0.2000 5.0000 0.2000 818.1000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 2.0000 0.5000 2.0000 53.8600 68.2800 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0039 WATER TRUCK&TEAMSTER Prod: 0 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 1.00 Equipment Pcs:1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TWFT TRKS WATER/FUEL T/A 1.00 2.00 HR 27.40 100.00 27,95 55.90 TM TEAMSTER 1.00 2.00 MH 28.41 116.67 53.86 107.72 Activity: 00828 Show-Up Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 55.81 38.96 94.77 24.64 0.00 0.00 0.00 0.00 0.00 0.00 119.41 Total 55.81 38.96 94.77 24.64 0.00 0.00 0.00 0.00 0.00 0.00 119.41 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 119.4100 2.0000 0.5000 59.7050 0.2000 5.0000 0.2000 597.0500 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 2.0000 0.5000 2.0000 47.3850 55.8100 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AAO0i9 QA TECHNICIAN Prod: 0 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 1.00 Equipment Pcs: 1.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 j QA QA TECH 1.00 2.00 MH 23.22 116.67 47.39 94.77 Activity: 00831 Bonds Quantity: 1 Unit: LS Base Labor Burden Total Labor Equipment Perm Matls Const Malls Sub Trucking Bridge Asphalt Total U.Cost 0.00 0.00 0.00 0.00 0.00 92.00 0.00 0.00 0.00 0.00 92.00 Total 0.00 0.00 0.00 0.00 0.00 92.00 0.00 0.00 0.00 0.00 92.00 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 30BON01 MAINTAINANCE/WARRANTY 1.00 20.00 THOU 1.00 100.00 1.00 20.00 30B0N07 NEW RD. FIRST$2.5 MIL 1.00 20.00 THOU 3.60 100.00 3.60 72.00 Activity: 00855 Small Tool Supplies Quantity: 1 Unit: LS Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 3J JOB EXPENSE 1.00 1.00 LS 50.00 100.00 50.00 50.00 Activity: 00871 Potholing Quantity: 1 Unit: LS Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 3J JOB EXPENSE 1.00 1.00 LS 200.00 100.00 200.00 200.00 Biditem EXCAVATION, COMMON 22-0143B 16-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 3 of 8 4 Takeoff Qty: 15.000 CYS Bid Qty: 15.000 CYS Base Labor Burden Total Labor Equipment Perm Matls Const Malls Sub Trucking Bridge Asphalt Total U.Cost 25.83 16.49 42.32 17.45 0.00 0.00 0.00 6.77 0.00 0.00 66.54 Total 387.44 247.33 634.77 261.77 0.00 0.00 0.00 101.50 0.00 0.00 998.04 Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total Labor/MH Unit/CH 11.0000 1.3636 0.7333 90.7309 35.2218 57.7064 7.5000 Activity: 06120 Cut-to-Waste Quantity: 15 Unit: CYS Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 11.98 7.59 19.58 10.21 0.00 0.00 0.00 6.77 0.00 0.00 36.56 Total 179.77 113.92 293.69 153.19 0.00 0.00 0.00 101.50 0.00 0.00 548.38 Crew$/Unit Crew Hrs/Unit Units/Crew Hr 5/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 29.7920 0.0667 15.0000 446.8800 0.1000 150.0000 0.0067 5,483.8000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 5.0000 3.0000 0.3333 58.7380 11.9847 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0083 CUT TO WASTE CREW Prod: UH 15 Eff: 100.00 Crew Hrs: 1.00 Labor Pcs: 5.00 Equipment Pcs:3.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 5HTR10 TRUCKING 10 HOURS 1.00 1.00 HR 101.50 100.00 101.50 101.50 8D-4 DOZER 85 HP(D4) 1.00 1.00 HR 36.15 100.00 36.87 36.87 8EX330 EXCAVATOR 330/ 336 1.00 1.00 HR 101.96 100.00 104.00 104.00 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 1.00 HR 12.08 100.00 12.32 12.32 FOR FOREMAN 1.00 1.00 MN 35.05 116.67 67.24 67.24 LAB LABORER 2.00 2.00 MH 23.22 116.67 47.39 94.77 OPER OPERATOR(103) 2.00 2.00 MH 34.05 116.67 65.84 131.68 Activity: 06194 FG Seed>:t Sod Quantity: 46.83 Unit: SYS Base Labor Burden Total Labor Equipment Perm Matis Const Matls Sub Trucking Bridge Asphalt Total U.Cost 4.43 2.85 7.28 2.32 0.00 0.00 0.00 0.00 0.00 0.00 9.60 Total 207.67 133.41 341.08 108.58 0.00 0.00 0.00 0.00 0.00 0.00 449.66 Crew$/Unit Crew Hrs/Unit Units/Crew Hr 5/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 9.6020 0.0214 46.8300 449.6600 0.1000 468.3000 0.0021 4,496.6000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 6.0000 7.8050 0.1281 56.8467 4.4346 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL it Crew: AA0086 DOZER CREW Prod: UN 46.83 Eff: 100.00 Crew Hrs: 1.00 Labor Pcs: 6.00 Equipment Pcs:3.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8D-4 DOZER 85 HP(D4) 1.00 1.00 HR 36.15 100.00 36.87 36.87 8LSKD85 SKID STEER 85 HP 1.00 1.00 HR 58.23 100.00 59.39 59.39 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 1.00 HR 12.08 100.00 12.32 12.32 FOR FOREMAN 1.00 1.00 MN 35.05 116.67 67.24 67.24 LAB LABORER 3.00 3.00 MN 23.22 116.67 47.39 142.16 OPER OPERATOR(103) 2.00 2.00 MH 34.05 116.67 65.84 131.68 Biditem TEMPORARY INLET PROTECTION 6 Takeoff Qty:Bid Qty: 1.000 EACH 1.000 EACH Activity: 57050 Temp Ditch Inlet Protection Quantity: i Unit: EACH I 22.01436 16-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 4 of 8 Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 4EROS EROSION CONTROL SUB 1.00 1.00 EACH 100.00 100.00 100.00 100.00 Biditem SUBGRADE TREATMENT TYPE II 7 Takeoff Qty:Bid Qty: 88.000 SYS 88.000 SYS Base Labor Burden Total Labor Equipment Perm Matls Const Malls Sub Trucking Bridge Asphalt Total U.Cost 8.17 5.18 13.35 5.46 4.61 1.48 0.00 2.31 0.00 0.00 27.21 Total 719.06 455.70 1,174.76 480.43 406.00 130.00 0.00 203.00 0.00 0.00 2,394.19 Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total Labor/MH Unit/CH 20.0000 4.4000 0.2273 119.7095 35.9530 58.7380 22.0000 Activity: 06641 SGT Type II /Excav 6" Quantity: 14.66 Unit: CYS Base Labor Burden Total Labor Equipment Perm Malls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 24.52 15.54 40.07 17.41 0.00 8.87 0.00 13.85 0.00 0.00 80.20 Total 359.53 227.85 587.38 255.30 0.00 130.00 0.00 203.00 0.00 0.00 1,175.68 Crew S/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 57.4816 0.1364 7.3300 421.3400 0.2000 73.3000 0.0136 5,878.4000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 10.0000 1.4660 0.6821 58.7380 24.5246 Calendar:061 6 DAYS @ 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0083 CUT TO WASTE CREW Prod: UH 7.33 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 5.00 Equipment Pcs:3.00 Notes: Type I - 24 in. of soil compacted to density and moisture requirements. Type TB - 14 in. chemical soil modification. Type IC - 1_ in. of the suhgrade excavated and replaced with coarse aggregate. Na. 53. Type II - 6 in. of the subgrade excavated and replaced with coarse aggregate Na. 53. Type IIA - 8 in. chemical soil modification. 1 Type III - 6 in. of soil compacted to the density and moisture requirements. Type IV - 12 in. of the subgrede excavated and replaced with coarse aggregate No. 53 on Type I3 geogrid. Type v - 3 in. of subgrada excavated and replaced with 3 in. coarse aggregate No. 53. Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 3JDF01 DUMP FEE/TRI-AXLE#1 1.00 2.00 LOAD 65.00 100.00 65.00 130.00 5HTR10 TRUCKING 10 HOURS 1.00 2.00 HR 101.50 100.00 101.50 203.00 8D•4 DOZER 85 HP(D4) 1.00 2.00 HR 36.15 100.00 36.88 73.75 8EX320 EXCAVATOR 320/ 325 1.00 2.00 HR 76.91 100.00 78.46 156.91 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 FOR FOREMAN 1.00 2.00 MH 35.05 116.67 67.24 134.48 LAB LABORER 2.00 4.00 MH 23.22 116.67 47.39 189.55 OPER OPERATOR(103) 2.00 4.00 MH 34.05 116.67 65.84 263.35 Activity: 06642 SGT Type II /Stone 6' Quantity: 29 Unit: TON i Base Labor Burden Total Labor Equipment Perm Matls Const Malls Sub Trucking Bridge Asphalt Total U.Cost 12.40 7.86 20.25 7.76 14.00 0.00 0.00 0.00 0.00 0.00 42.02 Total 359.53 227.85 587.38 225.13 406.00 0.00 0.00 0.00 0.00 0.00 1,218.51 Crew S/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit $/Shift 28.0176 0.0690 14.5000 406.2550 0.2000 145.0000 0.0069 6,092.5500 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 10.0000 2.9000 0.3448 58.7380 12.3976 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0084 GRADER CREW Prod: UH 14.5 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 5.00 Equipment Pcs: 3.00 Notes: r;pe I - 24 -... of call c<r;:.c=:c...ra t.. de,si:.; •er-.i MO is r i:te requiremenr . . 22.0143B 16-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 5 of 8 _....... Type ID - 14 in. chemical e,:ii modification. Type IC - 12 in. of the subgrade excavated and replaced with coarse aggregate No. 5- Type II - 6 in. of the subgrade excavated and replaced with coarse aggregate No. 51. Type I<A - in. chemical soil modification. Type III - in. of soil compacted to the density and moisture requirements. Type IV - 12 in. of the subgrade excavated and replaced with coarse aggregate No. 53 on Type IS geogrid. Type V - ., in. of subgrade excavated and repa.a:i 3 in. coarse aggrega7e Nc,. 53. Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2AL2053 TYPE"0"tt53 1.00 29.00 TON 14.00 100.00 14.00 406.00 8D-4 DOZER 85 HP(D4) 1.00 2.00 HR 36.15 100.00 36.88 73.75 8RVG66 ROLLER VIBR GRADE 66" 1.00 2.00 HR 62.13 100.00 63.37 126.74 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 2.00 HR 12.08 100.00 12.32 24.64 FOR FOREMAN 1.00 2.00 MH 35.05 116.67 67.24 134.48 LAB LABORER 2.00 4.00 MH 23.22 116.67 47.39 189.55 OPER OPERATOR(103) 2.00 4.00 MH 34.05 116.67 65.84 263.35 Biditem STRUCTURE BACKFILL, TYPE I 11 Takeoff Qty: 9.000 CYS Bid Qty: 9.000 CYS Activity: 10220 Str Backfill,Type 1 Quantity: 9 Unit: CYS Calendar:061 6 DAYS® 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2AB1005 B-BORROW 1.00 18.00 TON 15.05 100.00 15.05 270.90 Biditem ASPHALT FOR TACK COAT 14 Takeoff Qty: 0.003 TON Bid Qty: 0.003 TON Activity: 33710 Tack Coat Quantity: 0.01 Unit: TON Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total ZLAE-T/T AE-T(TON) 1.00 0.01 TON 465.00 100.00 465.00 4.65 Notes: - .. Biditem HMA FOR APPROACHES, TYPE C 1 6 Takeoff Qty:Bid Qty: 25.000 TON 25.000 TON Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 19.35 12.25 31.60 20.61 0.00 0.00 0.00 16.24 0.00 53.58 122.03 Total 483.64 306.24 789.88 515.28 0.00 0.00 0.00 406.00 0.00 1,339.47 3,050.63 Manhours Unit/MH MH/Unit S/MH Base Labor/MH Total Labor/MH Unit/CH 14.0000 1.7857 0.5600 217.9021 34.5457 56.4200 12.5000 Activity: 32392 HMA Int Type C 19.0 Quantity: 17 Unit: TON Base Labor Burden Total Labor Equipment Penn Mats Const Matls Sub Trucking Bridge Asphalt Total U.Cost 14.22 9.01 23.23 15.16 0.00 0.00 0.00 11.94 0.00 49.63 99.96 Total 241.82 153.12 394.94 257.64 0.00 0.00 0.00 203.00 0.00 843.71 1,699.29 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 38.3871 0.0588 17.0000 652.5800 0.1000 170.0000 0.0059 16,992.9000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 7.0000 2.4286 0.4118 56.4200 14.2247 22.0143B 16-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 6 of 8 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0001 PAVING CREW W/1 ROLLER Prod: UH 17 Eff: 100.00 Crew Hrs: 1.00 Labor Pcs: 7.00 Equipment Pcs:4.00 Notes: TRUCKING by THE Ton (Long Methodl INPUT COMPUTED Total. Tons 66.00 Tons/Hr 17.00 4.00 Total Hours Hours/Shift 10.00 0.40 Total Shifts 170.00 Tons/Shift One Way Distance(Miles) 10.00 20.00 Miles/Round Trip Average Speed in MPH 10.00 60.00 NaulTime!RndTr (Min) Load Time in Min 10.00 70.59 rnnptlme- 20 Tons/Load Dump Time in Min 70.59 140.53 TotTime/RndTr (Min) Usable Min:Hr 50.00 0.36 RndTr,Loads/Hr/Truck Tons/Truckload 20.00 3.40 Total Truckloads 2.39 Theor. No. of Trucks Use Th1s Mc. of Trucks 2.39 9.56 Total Truck Hours Price/Hr for Truck: 0..00 0.00 Tot Price - Trucking Unit Price/Ton for Trucking Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 1A326116 HMA INTER,TYPE C, 19.0MM 1.00 17.00 TON 49.63 100.00 49.63 843.71 5HTR10 TRUCKING 10 HOURS 1.00 2.00 HR 101.50 100.00 101.50 203.00 8PAT10 PAVER ASPHALT 10'TRACK 1.00 1.00 HR 154.08 100.00 157.16 157.16 8R66H ROLLER VIBR 66"HF 1.00 1.00 HR 45.13 100.00 46.03 46.03 8TDSS TRKS DISTRIBUTOR 1.00 1.00 HR 41.30 100.00 42.13 42.13 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 1.00 HR 12.08 100.00 12.32 12.32 FOR FOREMAN 1.00 1.00 MH 35.05 116.67 67.24 67.24 LAB LABORER 3.00 3.00 MH 23.22 116.67 47.39 142.16 OPER OPERATOR(103) 2.00 2.00 MH 34.05 116.67 65.84 131.68 TM TEAMSTER 1.00 1.00 MH 28.41 116.67 53.86 53.86 Activity: 32592 HMA Surf Type C 9.5 Quantity: 8 Unit: TON Base Labor Burden Total Labor Equipment Penn Matis Const Matls Sub Trucking Bridge Asphalt Total U.Cost 30.23 19.14 49.37 32.21 0.00 0.00 0.00 25.38 0.00 61.97 168.92 Total 241.82 153.12 394.94 257.64 0.00 0.00 0.00 203.00 0.00 495.76 1,351.34 Crew$/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 81.5725 0.1250 8.0000 652.5800 0.1000 80.0000 0.0125 13,513.4000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 7.0000 1.1429 0.8750 56.4200 30.2275 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0001 PAVING CREW W/t ROLLER Prod: UH 8 Eff: 100.00 Crew Hrs: 1.00 Labor Pcs: 7.00 Equipment Pcs:4.00 Notes: T0UCNING by THE Ton (Long MethedI INPUT COMPUTED Total Tons 37.00 Tons/Hr 9.25 4.00 Total Hours Hours/Shift 10.00 0.40 Total Shifts 92.50 Tens/Ehift. One Way Distance(Miles) 10.00 20.00 Miles/Round Trip Average Speed in MPH _0.00 60.0+7 HaulTime/RndTr (Min) Load Time in Min 10.30 1 7.7_ t5tptime- 20 Tens/Load Dump Time in Mir: 127.73 3 TotTime/RndTr (Min) Usable Mli.Hr. 50.VJ RndTr,Loads/HriTruck Tons/Truckload 20.C2 Total Truckloads Theot. Ho. of Trucks Use This Nc. of Trucks 1.75 Total Truck Hours Price/)ir for Trucks 0.00 .:'0 Tot Price - Trucking ..3 Unit Price/Ton for Truckinu Resource Description PcsiWste Quantity Unit Unit Cost Tax/OT% Actual UC Total 1A326113 HMA SURF, TYPE C, 9.5MM 1.00 8.00 TON 61.97 100.00 61.97 495.76 5HTR10 TRUCKING 10 HOURS 1.00 2.00 HR 101.50 100.00 101.50 203.00 8PAT10 PAVER ASPHALT 10'TRACK 1.00 1.00 HR 154.08 100.00 157.16 157.16 8R66H ROLLER VIBR 66"HF 1.00 1.00 HR 45.13 100.00 46.03 46.03 8TDSS TRKS DISTRIBUTOR 1.00 1.00 HR 41.30 100.00 42.13 42.13 22.0143E 16-ENG-69 She(borne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 7 of 8 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 1.00 HR 12.08 100.00 12.32 12.32 FOR FOREMAN 1.00 1.00 MH 35.05 116.67 67.24 67.24 LAB LABORER 3.00 3.00 MH 23.22 116.67 47.39 142.16 OPER OPERATOR(103) 2.00 2.00 MH 34.05 116.67 65.84 131.68 TM TEAMSTER 1.00 1.00 MH 28.41 116.67 53.86 53.86 Biditem MAINTAINING TRAFFIC 38 Takeoff Qty: 1.000 LS {}�[j Bid Qty: 1.000 LS Manhours Unit/MH MH/Unit 5/MH Base Labor/MH Total Labor/MH Unit/CH 48.0000 0.0208 48.0000 47.3875 27.9035 47.3875 0.0417 Activity: 52615 Flagging I Quantity: 1 Unit: LS Crew 5/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 2,274.6000 24.0000 0.0417 94.7750 2.4000 0.4167 2.4000 947.7500 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 48.0000 0.0208 48.0000 47.3875 1,339.3700 Calendar:061 6 DAYS @ 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0031 FLAGGING CREW Prod: 0 Eff: 100.00 Crew Hrs: 24.00 Labor Pcs: 2.00 Equipment Pcs:0.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total LAB LABORER 2.00 48.00 MH 23.22 116.67 47.39 2,274.60 Biditem REMOVE Et SALVAGE BRICK PAVERS 41 Takeoff Qty: 88.000 SYS Bid Qty: 88.000 SYS Base Labor Burden Total Labor Equipment Perm Matis Const Matis Sub Trucking Bridge Asphalt Total U.Cost 25.24 16.18 41.43 8.24 0.00 0.00 0.00 0.00 0.00 0.00 49.67 Total 2,221.51 1,424.12 3,645.63 724.93 0.00 0.00 0.00 0.00 0.00 0.00 4,370.56 Manhours Unit/MH MH/Unit 5/MH Base Labor/MH Total Labor/MH Unit/CH 64.0000 1.3750 0.7273 68.2900 34.7111 56.9630 5.5000 Activity: 05902 Remove a Salvage Brick Pavers Quantity: 88 Unit: SYS Base Labor Burden Total Labor Equipment Perm Matis Const Matis Sub Trucking Bridge Asphalt Total U.Cost 25.24 16.18 41.43 8.24 0.00 0.00 0.00 0.00 0.00 0.00 49.67 Total 2,221.51 1,424.12 3,645.63 724.93 0.00 0.00 0.00 0.00 0.00 0.00 4,370.56 Crew 5/Unit Crew Hrs/Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 49.6655 0.1818 5.5000 273.1600 1.6000 55.0000 0.0182 2,731.6000 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 64.0000 1.3750 0.7273 56.9630 25.2444 Calendar:061 6 DAYS®10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0091 REMOVAL CREW,SMALL Prod: UH 5.5 Eff: 100.00 Crew Hrs: 16.00 Labor Pcs: 4.00 Equipment Pcs:2.00 Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 8L580 BACKHOE 580 1.00 16.00 HR 32.34 100.00 32.99 527.76 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 16.00 HR 12.08 100.00 12.32 197.17 FOR FOREMAN 1.00 16.00 MH 35.05 116.67 67.24 1,075.81 LAB LABORER 2.00 32.00 MH 23.22 116.67 47.39 1,516.40 OPER OPERATOR(103) 1.00 16.00 MH 34.05 116.67 65.84 1,053.42 22-0143B 16-ENG-69 Shelborne Rd. -Sedgemoor Circ 09/26/2018 2:23 PM Page 8 of 8 Biditem INLET, R13 42 Takeoff Qty: 1.000 EACH Bid Qty: 1.000 EACH Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 539.29 341.79 881.08 542.51 2,570.00 0.00 0.00 0.00 0.00 0.00 3,993.59 Total 539.29 341.79 881.08 542.51 2.570.00 0.00 0.00 0.00 0.00 0.00 3,993.59 Manhours Unit/MH MH/Unit $/MH Base Labor/MH Total labor/MH Unit/CH 15.0000 0.0667 15.0000 266.2393 35.9527 58.7387 0.3333 Activity: 10390 R13 Inlet Quantity: 1 Unit: EACH Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total U.Cost 539.29 341.79 881.08 542.51 2,570.00 0.00 0.00 0.00 0.00 0.00 3,993.59 Total 539.29 341.79 881.08 542.51 2,570.00 0.00 0.00 0.00 0.00 0.00 3,993.59 Crew$/Unit Crew Hrs/Unit Units/Crew Hr $/Crew Hour Shifts Units/Shift Shifts/Unit 5/Shift 1,423.5900 3.0000 0.3333 474.5300 0.3000 3.3333 0.3000 13,311.9667 Manhours Unit/MH MH/Unit Total Labor/MH Base Labor/Unit 15.0000 0.0667 15.0000 58.7387 539.2900 Calendar:061 6 DAYS @ 10 HRS/EA Hrs/Shift:10 WC: 1 WC/GL Crew: AA0062 PIPE CREW.MEDIUM!CAT 320 Prod: HU 3 Eff: 100.00 Crew Hrs: 3.00 Labor Pcs: 5.00 Equipment Pcs:4.00 Notes: Y. li" / TYPE 13 ASTIl Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total 2AB1005 B-BORROW 1.00 5.00 TON 10.00 100.00 10.00 50.00 2CA CONCRETE CLASS"A" 1.00 2.00 CYS 110.00 100.00 110.00 220.00 2DC1013 CASTING TYPE 13(R-3360-A) 1.00 1.00 EACH 1,500.00 100.00 1,500.00 1,500.00 2DSI-R INLET TYPE R 1.00 1.00 EACH 800.00 100.00 800.00 800.00 8EX320 EXCAVATOR 320/ 325 1.00 3.00 HR 76.91 100.00 78.45 235.35 8L938 LOADER 938 1.00 3.00 HR 63.30 100.00 64.57 193.70 8TPU3/4 TRKS PICKUP 3/4 TON 1.00 3.00 HR 12.08 100.00 12.32 36.96 8TXBOX TRENCH BOX FOR PIPE 1.00 3.00 HR 25.00 100.00 25.50 76.50 FOR FOREMAN 1.00 3.00 MH 35.05 116.67 67.24 201.72 LAB LABORER 2.00 6.00 MH 23.22 116.67 47.39 284.32 OPER OPERATOR(103) 2.00 6.00 MH 34.05 116.67 65.84 395.04 Report Summary Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Trucking Bridge Asphalt Total Total 5,964 3,866 9,831 2,780 3,252 472 300 711 0 1,339 18,685 Calendars Used In Estimate 061 6 DAYS @ 10 HRS/EA 040 5 DAYS @ 8 HRS/EA MATERIAL 109.05(b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extension S S - S S - S - S - S S $ S $ S - MATERIALS PURCHASED $0.00 (18) MATERIALS MANUFACTURED $0.00 (19) TOTAL: LINE(18)+(19) $0.00 (20) 12%x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) EQUIPMENT 109.05(b)(4) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 50.00 $0.00 30.00 S0.00 50.00 $0.00 S0.00 S0.00 50.00 $0.00 $0.00 $0.00 50.00 S0.00 50.00 $0.00 30.00 S0.00 Trucking-Strieghl Time S0.00 $0.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0.00 $0.00 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)•(24)+(25) $0.00 (26) 12%x LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT Tri-State Forestry Services S7,500.00 TOTAL SUBCONTRACT WEEK ENDING $7,500.00 (29) 10%x LINE(30)S3,000.00ORLESS 8300.00 (31) 7%x LINE(30)OVER S3,003.00 $315.00 (32) GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) S8,115.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12).(17),(22).(28)8(33) $8,115.00 (34) %OF BOND RATE BASED UPON LINE(34) $0.00 (35) 10%x LINE(35) $0.00 (36) TOTAL EXTRA WORK LINES:(34)+(35)•(36) $8.115.00 (37) Page 2 of 2 MATERIAL 109.05(b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion $ - $ $ - $ $ - s - $ $ - S $ $ MATERIALS PURCHASED $0.00 (IS) MATERIALS MANUFACTURED $0.00 (19) TOTAL: LINE(18)•(19) $0.00 (20) 12%x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) EQUIPMENT 109.05(b)(4) Equipment p CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 S0.00 $0.00 $0.00 $0.00 $0.00 $0.00 S0.00 Trucking-Striaght Time $0.00 $0.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0.00 MOO TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING 50.00 (24) FUEL.LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)•(24)+(25) $0.00 (26) 12%x LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(28)+(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT CES Const Engineering 51,700.00 TOTAL SUBCONTRACT WEEK ENDING $1,700.00 (29) 10%x LINE(30)53.000.00 OR LESS $170.00 (31) 7%x LINE(30)OVER$3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $1,870.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12).(17),(22),(28)8(33) $1,870.00 (34) %OF BOND RATE BASED UPON LINE(34) $0.00 (35) 10%x LINE(35) $0.00 (36) TOTAL EXTRA WORK LINES:(34)+(35)•(36) $1.870.00 (37) Page 2 of 2 INDIANA DEPARTMENT OF TRANSPORTATION PG 64-22 AVERAGE MONTHLY PRICE * Binder Index (BI) * Binder Index (BI) Year/Month Year/Month (per ton or Mg) (per ton or Mg) 2013 2016 January $540.00 January $355.00 February $526.00 February $335.00 March $531.00 March $313.00 April $534.00 April $309.00 May $537.00 May $305.00 June $535.00 June $298.00 July $535.00 July $303.00 August $539.00 August $293.00 September $537.00 September $285.00 October $532.00 October $284.00 November $523.00 November _ $284.00 December $521.00 December $284.00 2014 2017 January $521.00 January $288.00 February $521.00 February $303.00 March $526.00 March $322.00 April $525.00 April $330.00 May $537.00 May $332.00 June $551.00 June $330.00 July $565.00 July $329.00 August $575.00 August $327.00 September $579.00 September $327.00 October $576.00 October $327.00 November $559.00 November $327.00 Bid price December $547.00 December $330.00 2015 2018 January $517.00 January $340.00 February $481.00 February $347.00 March $456.00 March $364.00 April $446.00 April $379.00 May $443.00 May $405.00 June $442.00 June $444.00 July $442.00 July $480.00 August $440.00 August $510.00 September $430.00 September $512.00 Current Price October $401.00 October November $373.00 November December $365.00 December * The monthly PG asphalt binder index (BI) is determined by averaging the weekly selling prices in Indiana as listed in the Poten &Partners Asphalt Weekly Monitor publication. RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 10/17/18 Work Performed: Add geogrid as needed CONTRACT: 16-ENG-69 Shelborne Rd Multi. PROJECT: RR#--3200736 r-ORCE ACCOUNT/EXTRA WORK FOR: Add geogrid as needed in areas where subgrade is soft. LABOR 109.05(b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.51 $0.00 CARPENTER FOREMAN 0.00 $29.01 $0.00 COMBINATION 0.00 $30.51 $0.00 FINISHER 0.00 $26.22 $0.00 FOREMAN 0.00 $35.80 $0.00 LABORER 2.00 2.00 $25.22 $50.44 MECHANIC 0.00 $35.80 $0.00 OPERATOR(103) 0.00 $34.80 $0.00 OPERATOR(841) 0.00 $33.25 $0.00 OPERATOR OILER(103) 0.00 $30.66 $0.00 OA TECH 0.00 $25.22 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00 TEAMSTER 0.00 $28.41 $0.00 TOTAL LABOR $50.44 (2) FICA _ _ tt % x LINE(2) $3.78 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 X $22.32 = $0.00 CARPENTER FOREMAN 0.00 X $22.32 = $0.00 COMBINATION 0.00 X $15.16 = $0.00 FINISHER 0.00 X $15.16 = $0.00 FOREMAN 0.00 x $18.41 = $0.00 LABORER 2.00 x $15.16 = $30.32 MECHANIC 0.00 X $18.41 = $0.00 OPERATOR(103) 0.00 X $18.41 = $0.00 OPERATOR(841) 0.00 X $21.36 = $0.00 OPERATOR OILER(103) 0.00 X $17.66 = $0.00 QA TECH 0.00 X $15.16 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $18.41 = $0.00 TEAMSTER 0.00 X $14.91 = $0.00 TOTAL FRINGES $30.32 (4) WORKERS COMPENSATION % X LINE(2) $2.89 (5) BODILY INJURY/PROPERTY DAMAGE INSURANCE ':'i"` % X LINE(2) $2.93 (6) STATE UNEMPLOYMENT ' % X LINE(2) $1.94 (7) FEDERAL UNEMPLOYMENT % X LINE(2) $0.20 (8) TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9) TOTAL LINES 2,3.4,5,6,7,8&9 $92.50(10) 20%xLINE(10) $18.50(11) GRAND TOTAL LABOR LINES(10)+(11) $111.00(12) Page 1 of 2 10/17/2018 Add geogr)d as needed MATERIAL 109.05(b)(3) RR#-3200736 FORGE-ACCOUN-T/EXTRA WORK FOR: Add geogrid as needed In areas where subgrade is soft. Description Quantify Unit Unit Price Extenslan P 72.00 SYS S 3.50 S 252.00 S - S - S - S S - S S - S S - S MATERIALS PURCHASED $252.00 (18) MATERIALS MANUFACTURED $0.00 (19) TOTAL:LINE(18)•(19) $252.00 (20) 12%x LINE(20) $30.24 (21) GRAND TOTAL FOR MATERIALS:LINE(20)•(21) $282.24 (22) EQUIPMENT 109.05(b)(4) Equipment 8 CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 50.00 $0.00 50.00 $0.00 S0.00 $0.00 S0.00 $0.00 $0.00 $0.00 S0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking-Striaght Time 50.00 $0.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time 50.00 $0.00 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)a(24)•(25) $0.00 (26) 12%x LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)•(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT TOTAL SUBCONTRACT WEEK ENDING $0.00 (29) 10%x LINE(30)53,000.00 OR LESS $0.00 (31) 7%x LINE(30)OVER 53,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)•(31)•(32) $0.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12),(17),(22).(28)&(33) S393.24 (34) % BOND RATE BASED UPON LINE(34) $0.00 (35) 10%a LINE(35) $0.00 (36) TOTAL EXTRA WORK LINES:(34)•(35)+(36) $393.24 (37) Page 2 of 2 D2 D2 Land & Water Resource, Inc. INVOICE 2600 Bloyd Ave Date Invoice# Indianapolis, IN Land 6 Water 10/29/2018 62048 Resource Bill To Ship To Rieth-Riley Construction-I Rieth-Riley Construction-I 1751 West Minnesota Gary Davis 317-402-8373 P.O. Box 276 On Shelbourne Road between 106th and 116 Indianapolis, IN 46206 Carmel, IN USA USA P.O. Number Terms Rep Ship Via S.O. No. Due Date 3205170 Net 30 JMB 10/29/2018 Direct-Ship 40450 11/28/2018 Quantity Item Code Description Price Each Amount 2,163 FB_Item CON-AF400-Contech Armorflex Class 40 Block,Open Cell- 7.62556 16,494.08T Note:Articulated Concrete Block-ArmorFlex 40 MAT-Cable Type:Polyester,Armortec Fabric Included,Shipped to Site, Spreader Bar Rental included for 1 Week Build per approved drawings Sales Tax 0.00% 0.00 Returns of inventory items are subject to a Restock Fee of up to 50%. Custom and Non-inventory items may not be returned for credit.Payment Total $16,494.08 is due on receipt unless a credit account has been previously established. Remit To: Payments/Credits $0.00 D2 Land&Water Resource,Inc Phone:317-917-2180 PO Box 20792 Fax:317-917-2181 Indianapolis,IN 46220 Email:accounting@d2lwr.com Balance Due $16,494.08 i UTILITY PIPE SALES OF IN, INC. Invoice 11° 'U`JTILITY 11802 N Green River Road Evansville IN 47725 317) —11 PEIP SALES (317)224 230100fax Number IN072829 "Providing Tho Flow. abovo& Below" Website: www.utilitypipesales.com Page . 1 Date 06/28/2018 • „Bill Rieth-Riley Construction,Co.` .;`Ship SHELBORNE RD MULTI USE PATH To PO Box 276 •.'To 16-ENG-69 RRCONST Indianapolis IN 46206 RRCONST 106TH ST TO 116TH ST CARMEL, IN Customer PO# 'Ship Date •Salesperson Terms Tax Code " • 16-ENG-69 06/20/2018 VINCE REDDING Net 30 Days INGOV Document# : , ; •' Warehouse . Freight Ship Via 00069684 UTILITY PIPE SALES OF IN, INC. Prepaid BEST WAY Item/Description • Ordered Shipped i ,Backorder uM Price Per Extension N-CAR4984 36 36 0 EA 100.00 EA 3,600.00 24"X 24" DET. WARNING PLATE TRUNCATED DOME PLATE TX801 P 1 1 0 EA 486.91 EA 486.91 80Z NW RIPRAP FABRIC INDOT, 500 SQ YD, 15'X300' DP8N 220 220 0 FT 4.00 FT 880.00 8"DUAL WALL SOLID X 20' CMPES8 4 4 0 EA 100.00 EA 400.00 8"CMP END SECTION CMP121620 20 20 0 EA 8.95 EA 179.00 12" 16GA CORR METAL PIPE X 20' CMPESI2 1 1 0 EA 85.00 EA 85.00 12"CMP END SECTION CMESI2TP 1 1 0 EA 40.00 EA 40.00 12"CMP TOE PLATE INDOT CAR4215C 5 5 0 EA 225.00 EA 1,125.00 R-4215-C CONVEX GRATE INDOT TYPE 7 • 06f01115-INVOICES WILL NO LONGER BE MAILED. PROVIDE PAYABLES EMAIL ADDRESS TO �1111I11�!H�!��1111 I III!II!I!HI!I II!H 11111 HI I! II 11111 II! III IN IN072829 Customer Copy Continued on next page ...