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07-24-18 Correspondence - Andrus to S. White, Gallatin County Commission - SID 745, Oak Street and Ferguson Avenue Improvements
BOZ E MAN MY Mayor July 24, 2018 The Honorable Chairman White Gallatin County Commission 311 West Main Street RM 306 Bozeman, MT 59715 Dear Chairman White, Thank you for your letter of July 17, 2018 and for your willingness to continue to communicate with me in writing regarding the County's obligation to pay its share of the costs of recent improvements to Oak Street and Ferguson Avenue adjacent to the County owned Regional Park. As you know, the City Commission directed me on June 18, 2018 to meet with you to begin discussions to resolve any issues related to Gallatin County fulfilling its financial obligation. I immediately reached out twice by phone and again through two letters hoping to have that meeting. It is now clear that the County wishes to begin that discussion through communications at public meetings with both of our respective bodies. The Bozeman City Commission continued the public hearing on a resolution creating SID 745 from June 181h to August 6th. The City Commission is in this position of having to create a special improvement district only because Gallatin County has not yet agreed to fulfill its long-standing obligation. The County Commission is welcome to attend our hearing. While I am confident the County Commission has sufficient information already at its disposal to make a decision on its obligations, you indicate you still have questions. Invoice details for SID 740 and the contemplated SID 745 are public record. For your convenience, I have attached documents that may be helpful in answering your questions regarding costs. In addition, the City shared significant information regarding the procedures for creation of SID 740 with the County during the County's lawsuit against the City. Likewise, you have requested information regarding the process used to bid the project. The County is well aware through responses the City provided in discovery during the County's lawsuit the City entered a payment and repayment agreement with Flanders Mill LLC for Flanders Mill to make the improvements. This document was even included in the County's complaint against the City. © P.O. Box 0 121 North Rouse AvenueTDD: 406-582-2301 THE MOST LIVABLE PLACE. BOZEMANMT Mayor I am confident the County also recognizes it is the successor in interest to WBC, LP - the entity that executed the annexation agreement and waiver of right to protest the creation of a special improvement district for these improvements. As you know, WBC, LP also agreed in executing the waiver, to participate in funding its share of the improvements if a special improvement district was not created. In its lawsuit against the previous owner of the property the County asserted this obligation was due and payable to the City because of the waiver language in the annexation agreement. As successor in interest to WBC LP, the County remains obligated by the waiver to participate in the costs of these improvements. This was true when the County purchased the Regional Park in the early 2000s and remains true today. The City is simply requesting the County fund its share of these costs in the same manner as other public and private landowners have done for decades. As for benefit, the City Commission made findings on the benefits to the Regional Park and the public in its hearings on SID 740 and in adopting the resolution of intent for SID 745. As you know, when creating a Rural Improvement District or a Special Improvement District the Commission's determination of benefit is conclusive. The County itself recognized the benefits of these improvements in its Resolution of Intent to convert open space land at the Regional Park so the County could sell an easement to the City for construction of the improvements to Oak Street. Since no representative of the County attended our June 18, 2018 meeting on the resolution of intent, you may find minutes of the City Commission meeting (and watch a video) on the City's website at www.bozeman.net. Perhaps most importantly, as the City moves forward with addressing the significant growth that affects residents of both our governments that live in the City, last night, the City Commission requested the County Commission join us for monthly meetings beginning this fall. I would ask you to discuss this with other County Commissioners and, as the City is a Charter government with a City Manager, work with City Manager Andrea Surratt to schedule those meetings. The City Commission looks forward to working with the County Commission on areas of mutual interest for the benefit of our constituents who live in the City and are affected by decisions made by the County and City. These areas include land use planning, infrastructure development, transportation planning and financing, and development at the Regional Park and Fairgrounds. We'd also like to discuss the County Commission's support of the City's proactive efforts to address growth in and adjacent to our community such as the upcoming efforts to update the City's growth policy. 121 North Rouse Avenue ta\0 P.O. Box 1230 ',V Bozeman, MT 59771-1230 TDD: 406-562-2301 THE MOST LIVABLE PLACE. MT Mayor As always, you may contact me directly by phone or email if you have any questions. I am of course always willing to meet with you in person to discuss these issues. As for a meeting with both City and County Commissioners regarding the County's financial obligation for Oak Street and Ferguson Avenue, we will hold a public hearing on the resolution to create SID 745 on Monday,August 6, 2018 at 6:00pm in the Bozeman City Commission Room at 121 North Rouse in Bozeman. A quorum of the City Commission will be present. The County Commission is welcome to attend. Sincerely, Cynthia L. drus Mayor C: Bozeman City Commission Andrea Surratt • • TDD: 406-582-2301 THE MOST LIVABLE PLACE. III 190 RN MIT Drive BOZEMAMAN,MT 59718 PHONE:406582-9841 FAX:406.582.9843 project name: FERGUSON AVENUE IMPROVEMENTS bid date: 17-504-UP 2113/2017 Item# I IDESCRIPTION I QUANTITY I UNIT UNIT PRICE TOTAL Qty to bill Amt m bill Qty to bill Amt to bill Qty to bill Amt to bill Qty to bill Amt to bill Remaining 5/25/2017 5/25/2017 6/25/2017 6/25/2017 7,25/2017 7125l2017 825f2017 625r2017 Oty to bill WATER 1-1 07-1106 6"CL 51 DI HYDRANT LEAD PIPE 25.00 LF $44-00 $1,100 00 2°f S1,100,00 S0.00 $0.00 S0.00 1-2 07-8901 6"FIRE HYDRANT ASSEMBLY 1.00 EA $4,350.00 $4,350 00 1 S4,350.00 SO.00 S0.00 $0 OCI 1-3 07-1308 10"X 6"TAPPING SLEEVE 1.00 EA $2,000.00 $2,000 00 1 S2 ODO.00 S0,00 $0.001 $0 00 1-4 10-0001 REMOVE EXISTING BLOWOFF AND PLUG AT MAIN 1.00 EA $750.00 $750 00 1 S750.00 S0.00 $0.001 $0 00 1-5 WATER TESTING 1.00 LS $0.00 S000 $0.00 $0,00 $000, $000 TOTAL S6,200.00 38.200.00 SO.00 SO.00 $0.00 SANITARY SEWER 2-1 06-3600 ADJUST MANHOLES WITH GRADE RINGS 6.00 EA $500.00 $3,00000 $0.00 6 S3,00000 $000 $000 2-2 06-3600 ADJUST MANHOLES WITH 12"BARREL SECTION AND GRADE 1.00 EA $1,000.00 $1,000 00 RINGS $0.00 1 $1 0000C $D.00 $000 2-3 06-3600 ADJUST MANHOLES WITH 18"BARREL SECTION AND GRADE 1.00 EA $1,250.00 $1,250 0D RINGS $D.00 1 $1,250.00 S000 $000 TOTAL $5,250.00 $0.00 $5.250.011 S0.001 $0.00 STORM SEWER 3-1 09-1370 18"PVC PIPE 213.00 LF $3500 $7,455 00 213 $7455.00 S0.00 30.00 $0-00 3-2 09-1340 12"PVC PIPE 132.00 LF $2500 $3,300.00 132 $3.300.00 $000 S0.00 S0-00 3-3 10-0002 FLARED END TREATMENTS 2.00 EA $55000 $1,100-00 2 S1100.00 SO.00 $0-00 S0,00 3-4 10-0003 38"X 38"X 6"CONCRETE HEADWALL 1.00 EA $1,250,00 $1,250.00 1 $1.250.00 SO.00 $0.00 1 $000 / 3-5 09-4005 24 X 36"INLET 2.00 EA $2,750.00 S5,500.00 2 S5500.00 S0,00 $000 $000 3-6 09-4010 36"COMBINATION MANHOLE/CURB INLET 1.00 EA $2,57000 $2,57000 1 570.00 $000 $0600 S000 3-7 09-6000 36"OUTLET STRUCTURE 1.00 EA $2,150.00 S2,15000 1 $2,150.00 $000 $0.0CI $000 3-8 09-0360 GRADE STORM WATER POND 100 EA $4,000.00 S4,000.00 11 S4.001I $0 OC $000 $000 ' TOTAL $27.325.00 $27 325.00 SO.00 SO.00 SO.00 Earthwork quantities 4-1 02-0030 STRIPPED TOPSOIL w/in ROW 9,821.00 CY $3,75 $36,82875 9821 $36,82875 $000 SODO S000 4-2 03-0200 CUT w/in PROPOSED ROADWAY(Assumes topsoil hw 6,997.00 CY $3.75 $26,236 75 6997 $26,238,75 $0 00 $0.0C1 $0.00 4-3 03-0205 FILL w/in BOULEVARD(Finished Grade to bottom of exi, 57228A0 CY $4.00 $2.0.912.00 $0 OD 3500 $14.00000 1728: S6,9/2.00 $0,00, TOTAL $93,979.50 S63067.50 S14000.00 S6.912.00 50.00 STREET IMPROVEMENTS 4-1 06-2600 INTEGRAL CURB AND GUTTER 4,941.00 LF S14.00 $69,174.00 $0,00 5074 $71036.13C1 62 S868.00 $000 4-2 06-2650 CURB 144.00 LF $20.00 $2,880.00 $D 00 144- $2.880 00 $0.00 $0,00 4-3 10-0004 CONCRETE ISLAND Is'THICK REINFORCED CONCRETE) 354.00 SF $10,00 $3,540.00 $000 $0.06 354 $3540.00 S0.00 4-4 06-2250 SINGLE ADA RAMP 12.00 EA $1,100,00 $13,20000 SO 00 $0.00 9 $9900,00 S0.D0 3.00 4-5 10-0005 GUTTER CROSS PAN 864.00 SF $11.00 S9,504.00 $0DO 8641 $9.504.00 S0.00 SO.D0 4-6 06-3100 ASPHALT(4"Thick) 2,772.00 TONS $74.60 S207,345 W SO.00 2772 S207,345-60 217 S16.231.60 SO.OD 4-7 06-1400 11/2"MINUS GRAVEL SUBBASE(6"Thick) 2,161-00 CY $23.00 $49,703.00 $0.00 2161 S49.703.00 $0.00 $0.00 4-8 06-1300 6"MINUS SUBBASE(24"Thick) 8,645.00 CY $16.00 $138.32000 SO.00 8545 S138,320.00 SO.00 $000 4-9 06-7010 8oz.WOVEN GEOTEX71LE ROAD FABRIC I,a MIRAFI 5UOx) 157069.00 SY $1.35 $20,343 15 SO.00 7500 $10 125 00 $0.00 $0.00, 7,56900 4-10 06-7030 BIAXIAL GEOGRID(i.e.TER RAGRID RX1200) 15,069.00 SY $5.00 $75,345-00 30.00 750C1 $37500 OCI $0,00 $0.00. 7,569.00 4-11 06-2050 REINFORCED CONCRETE SIDEWALK(6"Thick) 1,63100 SF $6.00 $9,75600 1 S0.00 S000 1631 S9786.00 $0,D0 4-12 03-1030 SIDEWALK SUBBASE(1 10MINUS GRAVEL BASE)(4"Thick) 20.00 CY $25.00 5500'00 SO 00 so 00 20 $500.00 S000 4-13 02-2045 8'WIDE ASPHALT TRAIL(2,5"Thick) 300.00 TONS $74,80 522,440.00 SO 00 1 $000 $0,00 300 S22.440.00 300.00 4-14 02-2010 TRAIL SUBBASE(1 1/z'MINUS GRAVEL BASE)(9"Thick) 652.00 CY $27 00 $17,604.00 $0.0C1 S0.00 652 S17.6D4,00 SO.00 4-15 06-3605 MILL EXISTING ASPHALT 8,160.00 SF $100 $8,160,00 $o A0 8160 S6,16000 S0.00 $0.00 TOTAL $647.844.75 SO.00 $534.573.60 $58429.60 1122440.00 SIGNAGE 5-1 06-6100 R1-2 2.00 EA $55000 $1,10aoo $0,00 $0.00 2 $1.100.00 S0.00 5-2 06-6100 R2-1 2.00 EA $550.00 $1,100.00 S0.00 S0.00 2 $1,100.00 S0.00 5-3 06-6100 R3-17 6,00 EA $55000 $3,300-00 S0.00 SD 00 6 $3.300,00 $000 5-4 06-6100 R4-7 1.00 EA $550.00 $550 00 59.00 $000 1 $550.00 $0 00 5-5 06-6100 R6-4 1.00 EA $55000 S550.00 $0-00 S000 1 $550 00 $o OCI 5-6 06-6100 R9-6 100 E^, $550.00 $550,00 $000 so DO 1 S550.0D $0.00 5-7 06-6100 W2-68 W13-1 1.00 EA $55000 $550 DID SO.00 $0.00 1 S550.DO S0.00 5-8 06-6100 W11-2 8 W16-7P 200 EA $650.00 $1,300.00 S0.00 $000 2 $1,300,DO $0.00 5-9 06-6550 FLEXIBLE ROADWAY DELINEATOR 7.00 EA $350.00 $2,450 00 S0.00 S0.00 7 S2,450.00 S0.00 5-10 06-6600 DEAD END BARRICADE 200 EA $1,250.00 $2,500 00 SO-00 S0.00 2 S2,5W,00 $000 06-6100 R7-1 L 3.00 EA $550.00 S1,65000 1 S0.00 S0.00 3 S1650.00 06-6100 R7-1 R 3.00 EA S550.00 S1,650.00 SO.00 $000 3 $1,650,00 TOTAL SilM.001 I SO.00 S0.00 S13, 0.001 $3,300.00 C:\Users\bmumayVAppData\Local\Microsoft\Windows\INetCache\Content.Outlook\FDHAN7BH\CODE SHEET WITH PRICES FERGUSON AVE_ CODE SHEET WITH PRICES FERGUSON AVE 1 of 2 1 29 PM 3//6/2018 III 190 RAN Drive BOZEMAN,MT MT 59718 ^� T PHONE:406.582.9841 FAX:406.582.9843 project name: FERGUSON AVENUE IMPROVEMENTS bid date: 17-504-UP 211312017 PAVEMENT MARKING AND STRIPING � 6-1 06-5100 BIKE LANE PAVEMENT MARKING 20.00 EA $1,000.00 S20.i00.00 $0001 $060 12 $12.000.00 50.00 6-2 06-5100 4"WIDE SOLID STRIPING 9,694.00 LF $4.00 $38176.00 S0001 9694 S38,77600 S0.00 S000 6-3 06-5100 6"WIDE SOLID STRIPING 13.00 LF $5.00 365-00 S0001 13 S6500 S000 $0,00 6-4 06-5100 4"WIDE DOUBLE YELLOW STRIPING 2,333.00 LF $4.00 $9.332,00 $000 2333 S9.332.00 S0.00 S000 6-5 06-5100 6"WIDE SKIP STRIPING 32.00 LF $5.00 S16000 S0.00 32 S160.00 $0.00 S0.00 6-6 06-5100 8"WHITE SOLID LINE STRIPING 71.00 LF $6.00 S426.00 $0.00 71 S426.00 S0.00 S000 6-7 06-5100 YIELD LINE MARKINGS 54,00 SF $30.00 $1,520-00 so 00 54 $1.620,00 S0.00 S000 6-8 06-5100 24"WIDE TRANSVERSE MARKING 5,00 LF $6000 S30000 $0001 5 S300.00 S0.00 so DO TOTAL $70,679.00 $0.00 1 S50 679.00 $12 000.00 S0.00 MISCELLANEOUS 7-1 01-1000 MOBILIZATION-INCL.BONDS AND INSURANCE 1.00 LS $25,000.00 S40.000.00 05 $12.500.00 0251 $6 250 00 025 $6250.00 S0.00 7-2 10-2000 EROSION CONTROL MEASURES 1,00 LS $7,500,00 $7,500.00 05 S3,75000 025 $1875.00 02.6 $1.875.00 $0.00 7-4 10-0006 ENGINEERING 1.00 LS $20,340.00 $20,340.00 s000 I $0.00 S0,00 S000 TOTAL $61.940.00 316.250.00 $8.125.00 S8.125.00 S0.00 CONSTRUCTION TOTAL S928,368.25 $114,842.501 $512.527.50 S99,416.60 525.740.00 10%CONTINGENCY $92,836.93 TOTAL WI 10%CONTINGENCY S7 021.10.5.08 $114,842.50 5612 627.60 599.416.60 $25.740.00 $826,886 70 C:\Users\bmumay\AppData\Local\Microsoft\Windows\INetCache\Contenl,Oullook\FDHAN7BH\CODE SHEET WITH PRICES FERGUSON AVE_ CODE SHEET WITH PRICES FERGUSON AVE 2 or 1:29 PM 3/6/2018 FERGUSON AVENUE-BAXTER LANE TO OAK STREET Final Construction Costs Total Project City/County Share Flanders Mill Share (66.7%of total shared items) (33.3%of total shared items) Water $8,200.00 $5,469.40 $2,730.60 Sewer $5,250.00 $3,501.75 $1,748.25 Storm Sewer $27,325.00 $18,225.78 $9,099.23 Earthwork $83,979.50 $56,014.33 $27,965.17 Road Improvements $575,399.20 $383,791.27 $191,607.93 Striping and Signage $17,250.00 $11,505.75 $5,744.25 Street Lighting(Sime) $62,679.00 $41,806.89 $20,872.11 Miscellaneous $32,500.00 $21,677.50 $10,822.50 8'Wide Asphalt Trail $22,440.00 $22,440.00 Trail Subbase $17,604.00 $17,604.00 Engineering $20,340.00 $13,566.78 $6,773.22 Street Lighting(Tyler) $43,175.66 $28,798.17 $14,377.49 X03 Work Directive 4302 $4,216.56 $2,812.45 $1,404.11 Remove Roundabout Curb and Sidewalk X04 Work Directive 4303 $3,259.30 $2,173.95 $1,085.35 Add 8" Utility Conduit X05 Work Directive 4306 $495.00 $330.17 $164.84 Remove and Reset Inlet X06 Work Directive 4307 $1,250.00 $833.75 $416.25 Raise Sanitary Sewer Manhole X08 Elec&Irrig Sleeves $1,763.08 $1,175.97 $587.11 Add Electric and Irrigation Sleeves X09 Work Directive 4311 $6,500.00 $4,335.50 $2,164.50 Mill and Overlay Roundabout X11 Work Directive 4146 $3,710.00 $2,474.57 $1,235.43 Signing and Striping Median Crosswalk X12 Work Directive 4313 $8,889.40 $8,889.40 Increase Trail to 10'Wide $946,225.70 $598,493.96 $347,731.74 S � MEMORANDUM June 8, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 100 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts o£ Ferguson Avenue, Arterial and Collector District - $ 74,912.12 Ferguson Avenue, Street Impact Fees - $ 34,912.12 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 5/31/2017 100 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman.MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 5/31/2017 Quantity Item Code Description Price Each Amount Westside Construction Project Perguson Avenue Improvements Water Water 8.200.00 8,200.00 Storm Storm Sewer 27.325.00 27,325.00 Earthwork Earthwork Quantities 63,067.50 63,067.50 MOB Misc.-Mobilization 12.500.00 12,500.00 Erosion Misc-Erosion Control 3,750.00 3.750.00 Retainage Retainage Held -5.742.13 -5,742.13 Total $109,100.37 Sime Construction, Inc. MIMF=< 190 Ramshorn Drive 406-582 9841 Bozeman,MT 59718 CONSTRUCTION FLANDERS MILL, LLC INVOICE ID: 106119 WALT WOLF DRAW ID: 1 235 GREEN HILLS RANCH RD. DATE: Mav 24.2017 BOZEMAN, MT 59718 SALESPERSON: CONTRACT ID: 17504-UP CUSTOMER ID: F6047 FERGUSON AVE. IMPROVEMENTS PO#: LOCATION: Item Description Units Unit of Unit Total Units Units in Current Contracted measure Price In Place Place this Billing Period 1 WATER 1.00 LS 8,200.00 1.00 1.00 8,200.00 2 SANITARY SEWER 1.00 LS 5,250.00 3 STORM SEWER 1.00 LS 27,325.00 1.00 1.00 27,325.00 4 EARTHWORK QUANTITIES 1.00 LS 83.979.50 0.75 0.75 63,067.50 5 STREET IMPROVEMENTS 1.00 LS 647,844.75 6 SIGNAGE 1.00 LS 13,950.00 7 PAVEMENT MARKING&STRIP 1.00 LS 70.679.00 8 MISCELLANEOUS 1.00 LS 67,840.00 0.24 0.24 16,250.00 9 10%CONTINGENCY 1.00 LS 92,506.83 Total 114,842.50 Invoice Sub-total 114,842.50 Retainage Held 5,742.13 Amount due this Invoice $109,100.37 Approved by: C ► / ) Name: Title: Date: FLANDERS MILL.LLC Invoice ID: 106119 17504-UP/FERGUSON AVE.IMPROVEMENTS Date5/24/17 Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 1,017,575.08 0.00 1,017,575.08 114,842.50 902,732.58 11.29% 5,742.13 Billed to date: 114,842.60 Paid to date: 0.00 Retainage 5,742.13 Total amount due: $109,100.37 Page 2 of 2 J� MEMORANDUM July 11, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 103 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts of. Ferguson Avenue, Arterial and Collector District- $ 395,757.43 Ferguson Avenue, Street Impact Fees - $ 186,238.79 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 6/30/2017 103 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O.Number Terms Rep Ship Via F.O.B. Project 7/10/2017 Quantity Item Code Description Price Each Amount Ferguson Avenue Improvements Sanitary Sewer Sanitary Sewer 5,250.00 5,250.00 Earthwork Earthwork Quantities 14,000.00 14,000.00 Street Improvements Street Improvements 534,573.60 534,573.60 Pavement Marking... Pavement Marketing and Striping 50,679.00 50,679.00 MOB Mobilization 6,250.00 6,250.00 Erosion Erosion Control 1,875.00 1,875.00 Retainage Retainage Held -30,631.38 -30,631.38 Total $581,996.22 ' M44 Sime Construction, Inc. I M Bozeman,MT 9718 CONSTRUCTION 406-582-9841 FLANDERS MILL, LLC INVOICE ID: 106189 WALT WOLF DRAW ID: 2 235 GREEN HILLS RANCH RD. DATE: June 27.2017 BOZEMAN, MT 597-18 SALESPERSON: CONTRACT ID: 17504-UP CUSTOMER ID: F6047 FERGUSON AVE. IMPROVEMENTS PO#: LOCATION: Item Description Units Unit of Unit Total Units Units in Current Contracted measure Price in Place Place this Billing Period 1 WATER 1.00 LS 8,200.00 1.00 2 SANITARY SEWER 1.00 LS 5,250.00 1.00 1.00 5,250.00 3 STORM SEWER 1.00 LS 27,325.00 1.00 4 EARTHWORK QUANTITIES 1.00 LS 83.979.50 0.92 0.17 14,000.00 5 STREET IMPROVEMENTS 1.00 LS 647,844.75 0.83 0.83 534,573.60 6 SIGNAGE 1.00 LS 13,950.00 7 PAVEMENT MARKING&STRIP 1.00 LS 70.679.00 0.72 0.72 50,679.00 8 MISCELLANEOUS 1.00 LS 67,840.00 0.36 0.12 8,125.00 9 10%CONTINGENCY 1.00 LS 92,506.83 Total 612,627.60 Invoice Sub-total 612,627.60 Retainage Held 30,631.38 Amount due this Invoice $581,996.22 Approved by: Name: v Title: Date: FLANDERS MILL. LLC Invoice ID: 106189 17504-UP/FERGUSON AVE. IMPROVEMENTS Date6/27/17 Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 1,017,575.08 0.00 1,017,575.08 727.470.10 290.104.98 71.49% 36,373.51 Billed to date: 727,470.10 Paid to date: 0.00 Retainage 36,373.51 Total amount due: $691,096.59 Page 2 of 2 MEMORANDUM August 10, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 105 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts of: Ferguson Avenue, Arterial and Collector District- $ 71,165.92 Ferguson Avenue, Street Impact Fees - $ 33,489.85 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 7/28/2017 105 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O.Number Terms Rep Ship Via F.O.B. Project 7/28/2017 Quantity Item Code Description Price Each Amount Ferguson Avenue Improvements Earthwork Earthwork Quantities 6,912.00 6,912.00 Street Improvements Street Improvements 58,429.60 58,429.60 Signage&Striping... Schedule II Signage&Striping Improvements 25,950.00 25,950.00 MOB Mobilization 6,250.00 6,250.00 Erosion Erosion Control 1,875.00 1,875.00 Street Improvements Street Improvements-Mill and Overlay Change 4311) 6,500.00 6,500.00 Signage&Striping... Schedule lI Signage&Striping Improvements Median 3,710.00 3,710.00 Crosswalk(change 4146) Retainage Retainage Held -4,970.83 -4,970.83 Total $104,655.77 lip Sime Construction, Inc. I M E<: ,41 190 Ramshom Drive CONSTRUCTION Bozeman, MT 69718 406-582-9841 FLANDERS MILL, LLC INVOICE ID: 106241 WALT WOLF DRAW ID: 3 235 GREEN HILLS RANCH RD. DATE: Julv 26.2017 BOZEMAN,MT 59718 SALESPERSON: CONTRACT ID: 17504-UP CUSTOMER ID: F0047 FERGUSON AVE. IMPROVEMENTS PO#: LOCATION: Item Description Units Unit of Unit Total Units Units in Current Contracted measure Price In Place Place this Billing Period 1 WATER 1.00 LS 8,200.00 1.00 2 SANITARY SEWER 1.00 LS 5,250.00 1.00 3 STORM SEWER 1.00 LS 27,325.00 1.00 4 EARTHWORK QUANTITIES 1.00 LS 83,979.50 1.00 0.08 6,912.00 5 STREET IMPROVEMENTS 1.00 LS 647,844.75 0.92 0.09 58,429.60 6 SIGNAGE 1.00 LS 13,950.00 1.00 1.00 13.950.00 7 PAVEMENT MARKING&STRIP 1.00 LS 70,679.00 0.89 0.17 12,000.00 8 MISCELLANEOUS 1.00 LS 67,840.00 0.48 0.12 8,125.00 9 10%CONTINGENCY 1.00 LS 92,506.83 X09 WD 4311 MILL&OVERLAY ROI 1.00 LS 6.500.00 1.00 1.00 6,500.00 X11 WD 4146 MEDIAN CROSSWAL 1.00 LS 3,710.00 1.00 1.00 3.710.00 X12 WD 4313 INCREASE TRAIL TO 1.00 LS 8,889.40 Total 109,626.60 Invoice Sub-total 109,626.60 Retainage Held 4,970.83 Amount due this Invoice $104,655.77 Approved bv: / Name: Title: IN�ff Date: 8/0 9 126 l 7 FLANDERS MILL. LLC Invoice ID: 106241 17504-UP/FERGUSON AVE. IMPROVEMENTS Date?/26/17 Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 1,036,674.48 0.00 1,036,674.48 837,096.70 199,577.78 80.75% 41,344.34 Billed to date: 837,096.70 Paid to date: 691,096.59 Retainage 41,344.34 Total amount due: $104,655.77 Page 2 of 2 S� MEMORANDUM August 22, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 106 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts of: Ferguson Avenue, Arterial and Collector District- $ 10,030.00 Ferguson Avenue, Street Impact Fees - $ 4,720.00 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman,MT 59718 8/21/2017 106 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,NIT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 8/21/2017 Quantity Item Code Description Price Each Amount Electrical Improve... Schedule III Electrical Improvements Base Bid-Trenching 14,750.00 14,750.00 Total $14,750.00 Sime Construction, Inc. 190 Ramshorn Drive Bozeman, MT 59718 406-582-9841 TYLER ELECTRIC INVOICE ID: 106243 DRAW ID: 1 DATE: August 10.2017 SALESPERSON: CONTRACT ID: 17504-UP CUSTOMER ID: T2731 FERGUSON AVE. IMPROVEMENTS PO#: LOCATION: Item Description Units Unit of Unit I Total Units J Units in Current Contracted measure Price In Place Place this Billing Period X10 WD 4144 TYLER ELEC TRENC 1.00 LS 14,750.00 1.00 1.00 14.750.00 Total 14,750.00 Invoice Sub-total 14,750.00 Amount due this Invoice $14,750.00 Approved by: Name: Title: ''- r, Date: ; Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 14,750.00 0.00 14,750.00 14,750.00 0.00 100.00 % 0.00 Billed to date: 14,750.00 Paid to date: 0.00 Retainage Total amount due. $14,750.00 s� S MEMORANDUM September 6, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 107 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts of: Ferguson Avenue, Arterial and Collector District - $ 29,768.46 Ferguson Avenue, Street Impact Fees - $ 14,008.68 If I can be of further assistance,please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 8/30/2017 107 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O.Number Terms Rep Ship Via F.O.B Project 8/30/2017 Quantity Item Code Description Price Each Amount Street Improvements Street Improvements 22,440.00 22,440.00 Signage&Striping... Schedule II Signage&Striping Improvements 3,300.00 3,300.00 Earthwork Change order 4302 dispose of Concrete and sidewalk 4,216.56 4,216.56 Surface Utility Imp... Change order 4303 8"Utility Conduit 3,259.30 3,259.30 Street Improvements Change order 4306 Remove and reset inlet structure 495.00 495.00 Sanitary Sewer Change order 4307 Raise cone section to grade of sanitary 1,250.00 1,250.00 sewer inlet. Electrical Improve... Schedule III Electrical Improvements Base Bid Electrical and 1,763.08 1,763.08 Irrigation Sleeves Pavement Marking... Change order 4313 increase trail 8,889.40 8,889.40 Retainage Retainage Held -1,836.20 -1,836.20 Total $43,777.14 Sime Construction, Inc. ME , 190 Ramshorn Drive Bozeman, MT 59718 406-582-9841 CONSTRUCTION FLANDERS MILL, LLC INVOICE ID: 106287 WALT WOLF DRAW ID: 4 235 GREEN HILLS RANCH RD. DATE: Auaust 30.2017 BOZEMAN, MT 59718 SALESPERSON: CONTRACT ID: 17504-UP CUSTOMER ID: F6047 FERGUSON AVE. IMPROVEMENTS PO#: LOCATION: Item Description Units Unit of Unit Total Units Units in Current Contracted measure Price in Plaos Place this Billing Period 1 WATER 1.00 LS 8,200.00 1.00 2 SANITARY SEWER 1.00 LS 5,250.00 1.00 3 STORM SEWER 1.00 LS 27,325.00 1.00 4 EARTHWORK QUANTITIES 1.00 LS 83.979.50 1.00 5 STREET IMPROVEMENTS 1.00 LS 647,844.75 0.95 0.03 22,440.00 6 SIGNAGE 1.00 LS 13,950.00 1.24 0.24 3,300.00 7 PAVEMENT MARKING&STRIP 1.00 LS 70.679.00 0.89 8 MISCELLANEOUS 1.00 LS 67,840.00 0.48 9 10%CONTINGENCY 1.00 LS 92,506.83 X03 WD 4302 RMV&DISPOSE COI 1.00 LS 4,216.56 1.00 1.00 4.216 56 X04 WD 4303 8"UTILITY CONDUIT: 1.00 LS 3.259.30 1.00 1.00 3,259.30 X05 WD 4306 RMV&RESET INLET 1.00 LS 495.00 1.00 1.00 495.00 X06 WD 43071'4'BARREL SECTIO 1.00 LS 1,250.00 1.00 1.00 1,250.00 X08 ELEC&IRRIG SLEEVES 1.00 LS 1,763.08 1.00 1.00 1,763.08 X09 WD 4311 MILL&OVERLAY Ro 1.00 LS 6,500.00 1.00 X11 WD 4146 MEDIAN CROSSWAL 1.00 LS 3,710.00 1.00 X12 WD 4313 INCREASE TRAIL TO 1.00 LS 8,889.40 1.00 1.00 8,889 40 Total 45,613.34 Invoice Sub-total 45,613.34 Retainage Held 1,836.20 Amount due this Invoice $43,777.14 FLANDERS MILL. LLC Invoice ID: 106287 17504-UP/FERGUSON AVE. IMPROVEMENTS Datd3/30/17 Approved by Name:Tide: C ¢5��,2 CAE Y� .��G /✓J C . Date: ?c /; i Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 1,047,658.42 0.00 1,047,658.42 882,710.04 164,N8.38 84.26% 43.180.54 Billed to date: 882,710.04 Paid to date: 691,096.59 Retainage 43,180.54 Total amount due: $148,432.91 Page 2 of 2 S. MEMORANDUM September 20, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 111 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts of: Ferguson Avenue, Arterial and Collector District- $ 9,664.72 Ferguson Avenue, Street Impact Fees - $ 4,548.11 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 9/18/2017 111 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 9/18/2017 Quantity Item Code Description Price Each Amount Flanders Mill-Ferguson Ave Progress Bill for Labor and Materials stored. Electrical Improve... Schedule III Electrical Improvements Base Bid 14,212.83 14,212.83 Total $14,212.83 81 Northstar Lane, Suite 203 INVOICE Tyler\Electric"` Bozeman, MT 59718 Phone: (406) 284-2320 Fax: (406)284-2282 Invoice Date 8/25/2017 www.tyler-electric.com Invoice# 11763 Bill To Service Location Homelands Development 235 Greenhills Ranch Rd Street Lighting Bozeman MT 59718 Ferguson Avenue P.O. No: Terms: DUE UPON RECEIPT Service Date(s): August 2017 T.E.Job No. 17029 Description Qty Price Amount Flanders Mill-Ferguson Ave-Progress invoice for labor and materials incurred through August 2017 including storage of materials Scope of Work: To provide and install light poles,fixtures, concrete pole bases,conduit, conductors,service equipment,contactor, photocell, HOA switch, breakers, ground boxes, and connections for site lighting based on plans C4.0 and C4.1. Total costs for Contracted Agreement for Work Performed 0.25 55,953.00 13,988.25 Plan review fees to obtain City of Bozeman Permit 224.58 224.58 Thank you for your business-it is greatly appreciated. Total $14,212.83 For your convenience,we accept checks,e-checks,and all major credit cards. Payments/Credits $0.00 Payments made by credit card are subject to a 3.5%handling fee.Finance charges at the rate of 1.5%will be assessed after 30 days following the terms of payment. Balance Due $14,212.83 � 7 MEMORANDUM January 25, 2018 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 131 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts o£ Ferguson Avenue, Arterial and Collector District- $ 9,664.72 Ferguson Avenue, Street Impact Fees - $ 4,548.11 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 1/24/2018 131 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 1/24/2018 Quantity Item Code Description Price Each Amount Ferguson Avenue Lighing Final Freguson Road Lighting 14,212.83 14,212.83 Total $14,212.83 ,81 Northstar Lane, Suite 203 0, 11CF. --Er electric Bozeman, MT 59718 Phone: (406)284-2320 invoice Date 812512017 Fax: (406)284-2282 invoice# 11763 www,tyl er-electric.corn Service Location Bill to I-iomelands Development Street Lighting 235 Greenhills Ranch Rd Ferguson Avenue Bozeman MT 59718 Terms: DUE_UPON RECEIPT P.D. No: Service Date(s): August 2017 T.E.Job No. 17029 Description Qty Price Amount Flanders Mill Ferguson Ave-Progress invoice for labor and materials incurred through�ugu�including storage of materials Scope of Work: i o provide and install light poles,fixtures,concrete pots bases,conduit, conductors, service equipment, contactor,photocell. HOA switch, breakers, around boxes,and connections for site lighting based on plans C4.0 and. C4.1. Total costs for Contracted Agreementfor Work Performed 0.25 55,953,00 13,988.20 224.58 224•5 Plan review fees to obtain City of Bozeman Permit 'A Total Thank you for your business -it is greatly app►-eciated. mentslCredits Pa -- -- For your convenience.vie accept checks,e-checks,and all major credit cards. Y card are subject to a 3.5%handling fee.Finance charges at Payments made by credit Balance Due the rs:e Of l.b%wilt bz assessed offer 3)days followfiy the terms of payment. S � g MEMORANDUM February 27, 2018 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 132 and back-up for reimbursement for construction services to Flanders Mill,LLC on the Westside Improvements project in the amounts o£ Ferguson Avenue, Arterial and Collector District- $ 29,817.77 Ferguson Avenue, Street Impact Fees - $ 13,817.77 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman,MT 59718 2/21/2018 132 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 2/21/2018 Quantity Item Code Description Price Each Amount Ferguson Avenue Retainage Retainage Billing for Retainage Held 43,180.54 43,180.54 Total $43,180.54 Date Inv No Project Retainage 5/31/2017 100 Ferguson Ave $ 5,742.13 6/30/2017 103 Ferguson Ave $ 30,631.38 7/28/2017 105 Ferguson Ave $ 4,970.83 8/30/2017 107 Ferguson Ave $ 1,836.20 Ferguson Ave Total $ 43,180.54 8/31/2017 109 Flanders Mill Rd South $ 2,673.98 9/29/2017 112 Flanders Mill Rd South $ 2,874.44 10/27/2017 120 Flanders Mill Rd South $ 5,037.17 11/30/2017 122 Flanders Mill Rd South $ 2,579.63 Flanders Mill Rd South Total $ 13,165.22 Sime Construction, Inc. SIME<-*' 190 Ramshorn Drive Bozeman, MT 59718 406-582-9841 CONSTRUCTION FLANDERS MILL, LLC INVOICE ID: 106514 WALT WOLF DRAW ID: 11 235 GREEN HILLS RANCH RD. DATE: February 15.2018 BOZEMAN, MT 59718 SALESPERSON: CONTRACT ID: 17504-UP CUSTOMER ID: F6047 FERGUSON AVE. IMPROVEMENTS PO#: LOCATION: Item Description Units Unit of [::Unit Total Units Units in Current ontracted measure In Place Place this Billing C g Period 1 WATER 1.00 LS 8,200,00 1.00 2 SANITARY SEWER 1.00 LS 5,250.00 1.00 3 STORM SEWER 1.00 LS 27,325.00 1.00 4 EARTHWORK QUANTITIES 1.00 LS '83,979.50 1.00 5 STREET IMPROVEMENTS 1.00 LS 647,844.75 0.95 6 SIGNAGE 1.00 LS 13,950.00 1.24 7 PAVEMENT MARKING&STRIP 1.00 LS 70.679.00 0.89 8 MISCELLANEOUS 1.00 LS 67.840.00 0.48 9 10%CONTINGENCY 1.00 LS 92.506.83 X03 WD 4302 RMV&DISPOSE COI 1.00 LS 4,216.56 1.00 X04 WD 4303 8"UTILITY CONDUIT: 1.00 LS 3,259.30 1.00 X05 WD 4306 RMV&RESET INLET 1.00 LS 495.00 1.00 X06 WD 4307 1'4"BARREL SECTIO 1.00 LS 1,250.00 1.00 X08 ELEC&IRRIG SLEEVES 1.00 LS 1,763.08 1.00 X09 WD 4311 MILL&OVERLAY ROi 1.00 LS 6,500.00 1.00 X11 WD 4146 MEDIAN CROSSWAL 1.00 LS 3,710.00 1.00 X12 WD 4313 INCREASE TRAIL TO 1.00 LS 8,889.40 1.00 Total 01001 Invoice Sub-total 0.00 Retainage Billed 43,180.54 Amount due this Invoice' $43,180.54 FLANDERS MILL. LLC Invoice ID: 106514 17504-UP/FERGUSON AVE. IMPROVEMENTS Date2/15118 Approved by Name: Title: Date: Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 1,047,658.42 0.00 1,047,658.42 882,710.04 164,948.38 84.26% 0.00 Billed to date: 882,710.04 Paid to date: 839,529.50 Retainage Total amount due: $43,180.54 Page 2 of 2 h� s � MEMORANDUM December 13, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Westside Improvements Project Attached is the approved claim for Statement No. 129 and back-up for reimbursement for engineering services to Flanders Mill,LLC on the Westside Improvements project in the amounts of: Ferguson Avenue, Arterial and Collector District- $ 13,017.60 Ferguson Avenue, Street Impact Fees - $ 7,322.40 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 11/30/2017 129 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 11/30/2017 Quantity Item Code Description Price Each Amount Engineering Road Engineering Ferguson Road 20,340.00 20,340.00 Total $20,340.00 OAK STREET-NEW HOLLAND TO FERGUSON Final Construction Costs Overall Project Ferguson/Oak Oak Davis/Oak Quantity Complete Amount Earned Intersection Corridor Roundabout This Previous To This Previous To Estimate Estimate Date Estimate Estimate Date Quantity Amount Quantity Amount Quantity Amount 101 Mobilization and Insurance LS 1 $145,000.00 $145,000.00 1 0 1 $145,000.00 $0.00 $145,000.00 0.1 $14,500.00 0.35 $50,750.00 0.55 $79,750.00 $145,000.00 102 Stormwater Management and Erosion Control LS 1 $15,000.00 $15,000.00 1 0 1 $15,000.00 $0.00 $15,000.00 0.1 $1,500.00 0.35 $5,250.00 0.55 $8,250.00 $15,000.00 103 Traffic Control During Construction LS 1 $25,000.00 $25,000.00 1 0 1 $25,000.00 $0.00 $25,000.00 0.1 $2,500.00 0.35 $8,750.00 0.55 $13,750.00 $25,000.00 104 Exploratory Excavation HR 10 $350.00 $3,500.00 10 0 10 $3,500.00 $0.00 $3,500.00 1 $350.00 3.5 $1,225.00 5.5 $1,925.00 $3,500.00 105 Clear and Grub LS 1 $6,500.00 $6,500.00 1 0 1 $6,500.00 $0.00 $6,500.00 0.1 $650.00 0.35 $2,275.00 0.55 $3,575.00 $6,500.00 106 Remove and Stockpile Topsoil CY 7007 $3.00 $21,021.00 7007 0 7007 $21,021.00 $0.00 $21,021.00 304 $912.00 4162 $12,486.00 2541 $7,623.00 $21,021.00 107 Sawcut and Remove Existing Asphalt SY 4294 $4.50 $19,323.00 5300 0 5300 $23,850.00 $0.00 $23,850.00 145.6451 $655.40 813.3908 $3,660.26 4340.964 $19,534.34 $23,850.00 108 Remove and Dispose of Existing Asphalt LF 3005 $1.00 $3,005.00 3035 0 3035 $3,035.00 $0.00 $3,035.00 376.7238 $376.72 336.3245 $336.32 2321.952 $2,321.95 $3,035.00 109 Remove and Dispose of Existing Sidewalk SF 2774 $1.00 $2,774.00 2918 0 2918 $2,918.00 $0.00 $2,918.00 232.4722 $232.47 2685.528 $2,685.53 $2,918.00 110 Remove and Dispose of Existing Concrete SF 230 $1.00 $230.00 230 0 230 $230.00 $0.00 $230.00 230 $230.00 $230.00 Driveway 111 Remove a Portion of N Yellowstone Ave Handicap LS 1 $2,500.00 $2,500.00 1 0 1 $2,500.00 $0.00 $2,500,00 1 $2,500.00 $2,500.00 Ramp and Replace to Full Height 112 Remove a Portion of Meagher Ave Handicap LS 1 $2,500.00 $2,500.00 1 0 1 $2,500.00 $0.00 $2,500.00 1 $2,500.00 $2,500.00 Ramp and Replace to full Height 113 Relocate Existing Fire Hydrant EA 2 $4,000.00 $8,000.00 1 0 1 $4,000.00 $0.00 $4,000.00 1 $4,000.00 $4,000.00 114 Remove 36-inch RCP FES and Install New 60-inch LS 1 $6,500.00 $6,500.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 Storm Manhole(MHA) 115 36-inch RCP Storm Drain Pipe LS 72 $111.00 $7,992.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 116 36-inch RCP Storm Drain FES EA 1 $888.00 $888.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 117 Remove 43.75-inch x 26.63-inch FES and Connect EA 2 $750.00 $1,500.00 2 0 2 $1,500.00 $0.00 $1,500.00 2 $1,500.00 $1,500.00 to new Arch Pipe 118 43.75-inch x26.63-inch RCP Storm Drain Arch LF 568 $150.00 $85,200.00 568 0 568 $85,200.00 $0.00 $85,200.00 568 $85,200.00 $85,200.00 Pipe 119 43.75-inch x 26.63-inch RCP Storm Drain Arch EA 2 $1,200.00 $2,400.00 2 0 2 $2,400.00 $0.00 $2,400.00 2 $2,400.00 $2,400.00 FES 120 Remove Existing 48-inch RCP Storm Drain Pipe LS 1 $2,500.00 $2,500.00 1 0 1 $2,500.00 $0.00 $2,500.00 1 $2,500.00 $2,500.00 and FES and Connect New 48-inch RCP to Existing Davis Storm Drain Manhole Box 121 48-inch RCP Storm Drain Pipe LF 197 $225.00 $44,325.00 197 0 197 $44,325.00 $0.00 $44,32S.00 197 $44,325.00 $44,325.00 122 48-inch RCP Storm Drain FES 1 $1,800.00 $1,800.00 1 0 1 $1,800.00 $0.00 $1,800.00 1 $1,800.00 $1,800.00 123 Remove Existing 48-inch Storm Drain Manhole LS 1 $500.00 $500.00 1 0 1 $500.00 $0.00 $500.00 1 $500.00 $500.00 Station 51+18 124 New 48-inch Storm Drain Manhole(MHB) EA 1 $5,000.00 $5,000.00 1 0 1 $5,000.00 $0.00 $5,000.00 1 $5,000.00 $5,000.00 125 Double Storm Drain Inlet EA 7 $4,000.00 $28,000.00 7 0 7 $28,000.00 $0.00 $28,000.00 1 $4,000.00 4 $16,000.00 2 $8,D00.00 $28,000.00 126 Single Storm Drain Inlet EA 4 $2,850.00 $11,400.00 4 0 4 $11,400.00 $0.00 $11,400.00 4 $11,400.00 $11,400.00 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1 $1,000.00 $1,000.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 Station 32+25 128 18-inch RCP Storm Drain Pipe LF 136 $35.00 $4,760.00 136 0 136 $4,760.00 $0.00 $4,760.00 64 $2,240.00 72 $2,520.00 $4,760.00 129 15-inch RCP Storm Drain Pipe LF 360 $33.00 $11,880.00 360 0 360 $11,880.00 $0.00 $11,880.00 328 $10,824.00 32 $1,056.00 $11,880.00 130 15-inch RCP or PVC Storm Drain Pipe LF 431 $33.00 $14,223.00 431 0 431 $14,223.00 $0.00 $14,223.00 48 $1,584.00 203 $6,699-00 180 $5,940.00 $14,223.00 131 12-inch RCP Storm Drain Pipe LF 74 $30.00 $2,220.00 460 0 460 0.00 460$13,800.00 $0.00 $1i,80� $13,800.00 $13,800.00 132 12-inch RCP or PVC Storm Drain Pipe LF 321 $30.00 $9,630.00 336 0 336 $10,080.00 $0,00 $10,080.00 61.75701 $1,852.71 274.243 $8,227.29 $10,080.00 133 18-inch RCP FETS EA 3 $280.00 $840.00 1 0 3 $840.00 $0 00 $840.00 1 $280.00 2 $560.00 $840.00 134 18-inch RCP FETS EA 6 $264.00 $1,584.00 n 0 6 $1,584.00 $0.00 $1,584.00 5 $1,320.00 1 $264.00 $1,594.00 135 18-inch RCP FETS EA 2 $240.00 $480.00 2 0 2 $480.00 $0.00 $480,00 2 $480.00 $480.00 136 Locate End of Existing 15-inch Culvert and LS 1 $1,500.00 $1,500.00 _ 0 1 $1,500.00 $0.00 $1,500.00 1 $1,500.00 $1,500.00 Connect to New 15-inch RCP Culvert with Concrete Collar 137 Unclassified Excavation CY 8655 $3.00 $25,965.00 8655 0 8655 $25,965.00 $0 00 $25,965.00 929 $2,787.00 3962 $11,886.00 3764 $11,292.00 $25,965.00 138 Ferguson Pond Excavation and Grading IS 1 $4,000.00 $4,000.00 1 0 1 $4,000.00 $0.00 $4,000.00 1 $4,000.00 $4,000.00 139 Imported Fill CY 11983 $16.00 $191,728.00 11983 0 11983 $191,728.00 $0.00 $191,728.00 -706 ($11,296.00) 8429 $134,864.00 4260 $68,160.00 $191,728.00 140 Geosynthetic Reinforcement Fabric(Mirafi 380i or SY 21398 $6.50 $139,087.00 12245 0 12245 $79,592.50 $0.00 $79,592.50 880.1201 $5,720.78 5526.788 $35,924.12 5838.092 $37,947.60 $79,592.50 approved equal at locations directed by Engineer) 141 18-inch Thick 3-inch Minus Subbase(extends 9- SY 21398 $11.00 $235,378.00 21398 0 21398 $235,378.00 $0.00 $235,378.00 1538 $16,918.00 9658 $106,238.00 10202 $112,222.00 $235,378.00 inches behind curb) 142 6-inch Thick 1 1/2-inch Minus Crushed Base SY 21398 $4.05 $86,661.90 21398 0 21398 $86,661.90 $0.00 $86,661.90 1538 $6,228.90 9658 $39,114.90 10202 $41,318.10 $86,661.90 Course(extends 9-inches behind curb) 143 4-inch Asphalt Paving(2 lifts) SY 16175 $18.18 $294,061.50 17261 0 17261 $313,804.98 $0.00 $313,804.98 1455.58 $26,462.44 8627.832 $156,853.99 7177.588 $130,488.55 $313,804.98 144 2.5-inch Asphalt Path SY 2798 $11.35 $31,757.30 2798 0 2798 $31,757.30 $0.00 $31,757.30 28 $317.80 2332 $26,468.20 438 $4,971.30 $31,757.30 145 9-inch Thick 1 1/2-inch Minus Crushed Base SY 3357 $6.90 $23,163.30 3357 0 3357 $23,163.30 $0.00 $23,163.30 34 $234.60 2798 $19,306.20 525 $3,622.50 $23,163.30 Course Beneath Asphalt Path(extends 1-foot beyond edge of asphalt) 146 6-inch Fiber Reinforced Concrete Flatwork with 3- SF 18500 $5.40 $99,900.00 18668 0 18668 $100,807.20 $0.00 $100,807.20 1438.95 $7,770.33 3908.171 $21,104.12 13320.88 $71,932.75 $100,807.20 inches of base(includes Hadicap Ramps) 147 Pedestrian Pathway Through Median Station LS 1 $2,000.00 $2,000.00 1 0 1 $2,000.00 $0.00 $2,000.00 1 $2,000.00 $2,000.00 33+00 148 Pedestrian Pathway Through Median Stations EA 2 $2,000.00 $4,000.00 2 0 2 $4,000.00 $0.00 $4,000.00 2 $4,000.00 $4,000.00 38+70 and 44+10 149 Truncated Dome Panel SF 620 $400.00 $248,000.00 708 0 708 $283,200.00 $0.00 $283,200.00 134.7484 $53,899.35 251.2258 $100,490.32 322.0258 $128,810.32 $283,200.00 150 9-inch Thick Concrete Roundabout Truck Apron SF 3921 $15.00 $58,815.00 3921 0 3921 $58,815.00 $0.00 $58,11U.00 3921 $58,815.00 $58,815.00 (includes 6-inches of base) 151 Concrete Curb and Gutter LF 5606 $14.00 $78,484.00 5641 0 5641 $78,974.00 $0.00 $78,974.00 547.3964 $7,663.55 3205.891 $44,882.48 1887.712 $26,427.97 $78,974.00 152 Roundabout Mountable Curb LF 291 $20.00 $5,820.00 291 0 291 $5,820.00 $0.00 $5,820.00 291 $5,820.00 $5,820.00 153 Roundabout Spill Curb LF 183 $20.00 $3,660.00 183 0 183 $3,660.00 $0.00 $3,660.00 183 $3,660-00 $3,660.00 154 Median Concrete Spill Curb LF 4920 $20.00 $98,400.00 4920 0 4920 $98,400.00 $0.00 $98,400.00 65 $1,300.00 2572 $51,440.00 2283 $45,660.00 $98,400.00 155 Median Type A Curb LF 1280 $20.00 $25,600.00 1280 0. 1280 $25,600.00 $0.00 52S,600.00 1280 $25,600.00 $25,600.00 156 3-inch Concrete Median Paving(includes 3-inches SF 13680 $4.50 $61,560.00 13680 0 13680 $61,560.00 $0.00 561,560.00 13680 $61,560.00 $61,560.00 of base) 157 Adjust Water Valve EA 8 $500.00 $4,000.00 8 0 8 $4,000.00 $0.00 $4,000.00 3 $1,500.00 5 $2,500.00 $4,000.00 158 Adjust Existing Manhole to Grade EA 10 $500.00 $5,000.00 10 0 10 $5,000.00 $0.00 $5,000.00 1 $500.00 2 $1,000.00 7 $3,500.00 $5,000.00 159 1.3-foot Manhole Barrel Section EA 2 $1,500.00 $3,000.00 3 0 3 $4,500.00 $0.00 $4,500.00 L5 $2,250.00 L5 $2,250.00 $4,500.00 160 2.7-foot Manhole Barrel Section EA 2 $2,000.00 $4,000.00 3 0 3 $6,000.00 $0.00 $6,000.00 3 $6,000.00 $6,000.00 161 4.0-foot Manhole Barrel Section EA 2 $2,500.00 $5,000.00 0 0 0 $0.00 $0.00 $0,00 0 $0.00 $0.00 162 Installation of Existing Barrel Section EA 2 $1,000.00 $2,000.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 163 1 1/2-inch Minus Crushed Base Course Blended at CY 9 $50.00 $450.00 9 0 9 $450.00 $0.00 $450.00 9 $450.00 $450.00 Yellowston Ave.Park Approach and Park Path 164 Class I Rip Rap CY 1398 $45.00 $62,910.00 1398 0 1398 $62,910.00 $0.00 $62,910.00 354 $15,930.00 612 $27,540.00 432 $19,440.00 $62,910.00 165 Replace Topsoil CY 5000 $5.00 $25,000.00 5000 0 5000 $25,000.00 $0.00 $25,000.00 650 $3,250.00 2300 $11,500,00 2050 $10,250.00 $25,000.00 166 Re-seed Embankment Boulevard,Median and LS 1 $10,000.00 $10,000.00 1 0 1 $10,000.00 $0.00 $10,000.00 0.1 $1,000.00 0.35 $3,500.00 0.55 $5,500.00 $10,000.00 Disturbed Areas 167 Haul-off Excess Topsoil CY 2007 $5.00 $10,035.00 2007 0 2007 $10,035.00 $0.00 $10,035.00 -346 ($1,730.00) 1862 $9,310.00 491 $2,455.00 $10,035.00 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 280 $9.00 $2,520.00 300 0 300 $2,700.00 $0.00 S2,700.00 300 $2,700.00 $2,700.00 169 Mixellaneous Work LS 1 $50,000.00 $50,000.00 1.39968 0 1.39968 $69,984.00 $0.00 $69,984.00 0.139968 $6,998.40 0.489888 $24,494.40 0.769824 $38,491.20 $69,984.00 $2,412,292.18 $2,402,431.00 $2,412,292.18 $0.00 $2,412,292.18 $171,445.75 $970,565.03 $1,270,281.40 $2,412,292.18 201 Remove Existing Sign and Post EA 36 $250.00 $9,000.00 36 0 36 $9,000.00 $0.00 $9,000.00 2 $500.00 22 $5,500.00 12 $3,000.00 $9,000.00 202 Remove Single Sign Face from Existing Post EA 2 $250.00 $500.00 2 0 2 $500.00 $0.00 $500.00 2 $500.00 $500.00 203 Reset Existing Custom Park Sign EA 1 $1,500.00 $1,500.00 1 0 1 $1,500.00 $0.00 $1,500.00 1 $1,500.00 $1,500.00 204 Relocate Existing Sign to New Luminaire EA 1 $350.00 $350.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 205 Relocate Existing Sign with New Post EA 3 $550.00 $1,650.00 3 0 3 $1,650.00 $0.00 $1,650.00 3 $1,650.00 $1,650.00 206 New OM4-2 Sign with Post EA 14 $550.00 $7,700.00 10 O 10 $5,500.00 $0.00 $5,500.00 2.857143 $1,571.43 1.428571 $785.71 5.714286 $3,142.86 $5,500.00 207 New OM4-2/W1-6 Sign Cluster with Post EA 2 $550.00 $1,100.00 0 O 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 208 New OM4-2/W1-7 Sign Cluster with Post EA 1 $550.00 $550.00 1 0 1 $550.00 $0.00 $550.00 1 $550.00 $550.00 209 New OM4-2/R11-2 Sign Cluster with Post EA 4 $550.00 $2,200,00 4 0 4 $2,200.00 $0.00 $2,200.00 4 $2,200.00 $2,200.00 210 New 113-5 Sign on Signal Mast EA 3 $250.00 $750.00 3 0 3 $750.00 $0.00 $750.00 3 $750.00 $750.00 211 New D3-1 Sign on Sign Mast EA 4 $250.00 $1,000.00 4 0 4 $1,000.00 $0.00 $1,000.00 4 $1,000.00 $1,000.00 212 New R4-7 Sign with Post EA 5 $550.00 $2,750.00 5 0 5 $2,750.00 $0.00 $2,750.00 4 $2,200.00 1 $550.00 $2,750.00 213 New R4-4 Sign with Post EA 1 $500.00 $500.00 1 0 1 $500.00 $0.00 $500.00 1 $500.00 $500.00 215 New R3-17/R7-1 Sign Cluster with Post EA 4 $550 00 $2,200.00 4 0 4 $2,200.00 $0 00 $2,200.00 4 $2,200.00 $2,20000 216 New R7-1 Sign with Post EA 1 $500.00 $500.00 6 0 6 $3,000.00 $0.00 $3,000.00 6 $3,000.00 $3,000.00 217 New 113-17 Sign and Re-use R7-1 Sign on Existing EA 2 $450.00 $900.00 2 0 2 $900.00 $0.00 $900.00 2 $900,00 $900.00 Post 218 New(2)D3-1/(2)D3-1/R4-7 Sign Cluster with Post EA 4 $650.00 $2,600.00 4 0 4 $2,600.00 $0.00 $2,600.00 2 $1,300.00 2 $1,300.00 $2,600.00 219 New R1-5 Sign with Post EA 8 $550.00 $4,400.00 8 0 8 $4,400.00 $0.00 $4,400.00 8 $4,400.00 $4,400.00 220 Rectangular Rapid Flash Beacon with New W11- EA 4 $5,750.00 $23,000.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 15/W16-7P Sign Cluster 221 New(2)D3-1/(2)D3-1 Sign Cluster and Re-use R1- EA 3 $625.00 $1,875.00 3 0 3 $1,875.00 $0.00 $1,875.00 3 $1,875.00 $1,875.00 1 Sign with Post 222 New(2)D3-1/(2)D3-1/R1-1 Sign Cluster with Post EA 2 $650.00 $1,300.00 2 0 2 $1,300.00 $0.00 $1,300.00 2 $1,300.01) $1,300.00 223 New Wll-2/W16-7P Sign Cluster with Post EA 8 $600.00 $4,800.00 8 0 8 $4,800.00 $0.00 $4,900.01) 8 $4,800.00 $4,800.00 224 New W4-2 Sign with Post EA 1 $550.00 $550.00 1 0 1 $550.00 $0.00 $550.00 1 $550.00 $550.00 225 New W20-5 Sign with Post EA 1 $550.00 $550.00 1 0 1 $550.00 $0.00 $550.00 1 $550.00 $550.00 226 New W2-6/W13-1 Sign Cluster with Post EA 3 $550.00 $1,650.00 3 0 3 $1,650.00 $0.00 $1,650.00 1 $550.00 2 $1,100.00 $1,650.00 227 New R3-8 Sign Cluster with Post EA 6 $550.00 $3,300.00 6 0 6 $3,300.00 $0.00 $3,300.00 6 $3,300.00 $3,300.00 228 New D11-1/M6-2 Sign Cluster on Luminaire EA 8 $450.00 $3,600.00 a 0 8 $3,600.00 $0.00 $3,600.00 1 8 $3,600.00 $3,600.00 229 New W11-2/W16-7P Sign Cluster on HAWK EA 8 $450.00 $3,600.00 8 0 8 $3,600.00 $0.00 $3,600.00 8 $3,600.00 $3,600.00 Signal Pole • A a 230 New R10-23 Sign on HAWK Signal Mount EA 16 $450.00 $7,200.00 16 0 16 $7,200.00 $0.00 $7,200.00 16 $7,200.00 $7,200.00 231 New(2)D3-1/Rl-2 Sign Cluster with Post EA 4 $550.00 $2,200.00 4 0 4 $2,200.00 $0.00 S2,200.00 4 $2,200.00 $2,200.00 232 New D11-1/M5-2 Sign Cluster with Post EA 3 $550.00 $1,650.00 3 0 3 $1,650.00 $0.00 $1,650.00 3 $1,650.00 $1,650.00 233 New DI1-1/M6-2 Sign Cluster with Post EA 2 $550.00 $1,100.00 2 0 2 $1,100.00 $0.00 $1,100.00 2 $1,100.00 $1,100.00 234 New 112-1 Sign with Post EA 2 $550.00 $1,100.00 2 0 2 $1,100.00 $0.00 $1,100.00 1 $550.00 1 $550.00 $1,100.00 235 New R6-4 Sign with Post EA 4 $550.00 $2,200.00 4 0 4 $2,200.00 $0.00 $4200.00 4 $2,200.00 $2,200.00 236 New R-11 Sign with Post EA 1 $500.00 $500.00 1 0 1 $500.00 $0.00 $500.00 1 $500.00 $500.00 237 New White Flexible Surface-Mount Delineators EA 35 $350.00 $12,250.00 35 0 35 $12,250.00 $0.00 $12,250.00 5 $1,750.00 30 $10,500.00 $12,250.00 238 New Yellow Flexible Surface-Mount Delineators EA 32 $350.00 $11,200.00 47 0 47 $16,450.00 $0.00 $16,450.00 4.40625 $1,542.19 22.03125 $7,710.94 20.5625 $7,196.88 $16,450.00 239 Epoxy Traffic Markings(White) GL 45 $250.00 $11,250.00 45 0 45 $11,250.00 $0.00 $11,250.00 4.5 $1,125.00 15.5 $3,875.00 25 $6,250.00 $11,250.00 240 Epoxy Traffic Markings(Yellow) GL 3 $250.00 $750.00 3 0 3 $750.00 $0.00 $750.00 0.3 $75.00 0.7 $175.00 2 $500.00 $750.00 241 Thermoplastics(White) SF 4944 $30.00 $148,320.00 5190 0 5190 $155,700.00 $0,00 $155,700.00 519 $15,570.00 1816.71 $54,501.30 2854.29 $85,628.70 $155,700.00 242 Curb Epoxy(Yellow) GL 9 $250.00 $2,250.00 9 0 9 $2,250.00 $0.00 $2,250.00 0.9 $225.00 3.1 $775.00 5 $1,250.00 $2,250.00 243 Pavement Marking Obliteration(4-inch Stripe LF 4492 $4.00 $17,968.00 4492 0 4492 $17,968.00 $0.00 $17,968.00 449 $1,796.00 1572 $6,288.00 2471 $9,884.00 $17,968.00 Equivalent) 244 Miscellaneous Work LS 1 $5,000.00 $5,000.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $292,793.00 $309,313.00 $292,793.00 $0.00 $292,793.00 $26,304.62 $118,385.95 $148,102,43 $292,793.00 301 Structural Concrete Pole Foundations CY 30.6 $1,805.00 $55,233.00 31.07 0 31.07 $56,081.35 $0.00 $56,081.35 10.35667 $18,693.78 10.35667 $18,693.78 10.35667 $18,693.78 $56,081.35 302 Conduit,1.5-inch PVC,Trench LF 505 $10.78 $5,443.90 620 0 620 $6,683.60 $0.00 $6,683.60 620 $6,683.60 $6,683.60 303 Conduit,2.0-inch PVC,Trench LF 5255 $14.85 $78,036.75 3870 0 3870 $57,469.50 $0.00 $57,469.50 3870 $57,469.50 $57,469.50 304 Conduit,2.0-inch PVC,Push LF 60 $100.00 $6,000.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 305 Conduit,2.5-inch PVC,Trench LF 335 $19.58 $6,559.30 325 0 325 $6,363.50 $0.00 $6,363.50 325 $6,363.50 $6,363.50 306 Conduit,2.5-inch PVC,Push LF 95 $25.00 $2,375.00 80 0 80 $2,000.00 $0.00 $2,000.00 80 $2,000.00 $2,000.00 307 Conduit,3.0-inch PVC,Trench LF 55 $22.50 $1,237.50 65 0 65 $1,462.50 $0.00 $1,462.50 65 $1,462.50 $1,462.50 308 Conduit,3.0-inch PVC,Push LF 80 $30.00 $2,400.00 76 0 76 $2,280.00 $0.00 $2,280.00 76 $2,280.00 $2,280.00 309 Pull Box,Composit Type 1 EA 11 $616.00 $6,776.00 12 0 12 $7,392.00 $0.00 $7,392.00 9.818182 $6,048.00 2.181818 $1,344.00 $7,392.00 310 Pull Box,Composit Type 2 EA 16 $1,023.00 $16,368.00 16 0 16 $16,368.00 $0.00 $16,368.00 4 $4,092.00 12 $12,276.00 $16,368.00 311 Pull Box,Composit Type 3 EA 1 $1,500.00 $1,500.00 1 0 1 $1,500.00 $0.00 $1,500.00 1 $1,500.00 $1,500.00 312 Cable,Copper,12c No.14AWG(Signals) LF 1270 $3.74 $4,749.80 1353 0 1353 $5,060.22 $0.00 $5,060.22 676.5 $2,530.11 676.5 $2,530.11 $5,060.22 313 Cable,Copper,7c No.14AWG(Signals) LF 1305 $2.64 $3,445.20 1448 0 1448 $3,822.72 $0.00 $3,822.72 724 $1,911.36 724 $1,911.36 $3,822.72 314 Cable,Copper,5c No.14AWG(Signals) LF 665 $2.35 $1,562.75 288 0 288 $676.80 $0.00 $676.80 144 $338.40 144 $338.40 $676.80 315 Cable,Copper,3c No.14AWG(Signals) LF 275 $3.08 $847.00 288 0 288 $887.04 $0.00 $887.04 288 $887.04 $887.04 316 Conductor,Copper,#6 AWG,(Opticom) LF 120 $2.00 $240.00 123 0 123 $246.00 $0.00 $246.00 123 $246.00 $246.00 317 Conductor,Copper,#8 AWG,Controller LF 1245 $1.50 $1,867.50 1818 0 1818 $2,727.00 $0.00 $2,727.00 1818 $2,727.00 $2,727.00 318 Conductor,Copper,#10 AWG,Lighting& LF 21635 $0.72 $15,577.20 20742 0 20742 $14,934.24 $0.00 $14,934.24 6914.003 $4,978.08 6914.003 $4,978.08 6914.003 $4,978.08 $14,934.25 Ground 319 Cable,Radar Detector LF 650 $3.96 $2,574.00 701 0 701 $2,775.96 $0.00 $2,775.96 701 $2,775.96 $2,775.96 320 Supply&Install Type P Controller Cabinet EA 1 $45,321.00 $45,321.00 1 0 1 $45,321.00 $0.00 $45,321.00 1 $45,321.00 $45,321.00 321 Controller Cabinet Pedestal Type P EA 1 $1,650.00 $1,650.00 1 0 1 $1,650.00 $0.00 $1,650.00 1 $1,650.00 $1,650.00 322 Supply&Install Pole Mounted Controller Cabinet EA 4 $5,750.00 $23,000.00 4 0 4 $23,000.00 $0.00 $23,000.00 4 $23,000.00 $23,000.00 323 Supply&Install Controller Type"P" EA 1 $2,750.00 $2,750.00 1 0 1 $2,750.00 $0.00 $2,750.00 1 $2,750.00 $2,750.00 324 Supply&Install Trafficware TS2 Controller EA 4 $7,250.00 $29,000.00 4 0 4 $29,000.00 $0.00 $29,000.00 4 $29,000,00 $29,000.00 325 Supply&Install Emergency Preemption Detector EA 1 $2,860,00 $2,860,00 1 0 1 $2,860.00 $0.00 $2,860 00 1 S7.w on $2,86000 System(Model 7222) 326 Supply&Install Detector-Radar/Presence EA 4 $9,900.00 $39,600.00 4 0 4 $39,600.00 $0.00 $39,600.00 4 $39,600.00 $39,600.00 327 Signal Std.Type 1-100 EA 12 $825.00 $9,900.00 12 0 12 $9,900.00 $0.00 $9,900.00 4 $3,300.00 8 $6,600.00 $9,900.00 328 Signal Std.w/30-foot Mast(Type 3A) EA 3 $10,000.00 $30,000.00 3 0 3 $30,000.00 $0.00 $30,000.00 3 $30,000.00 $30,000.00 329 Signal Std.w/35-foot Mast(Type 3A) EA 6 $10,560.00 $63,360.00 6 0 6 $63,360.00 $0.00 $63,360.00 1 $10,560.00 5 $52,800.00 $63,360.00 330 Signal Std.w/40-foot Mast(Type 3A) EA 2 $15,000.00 $30,000.00 2 0 2 $30,000.00 $0.00 S301000.00 2 $30,000.00 $30,000.00 331 Signal Std.w/45-foot Mast(Type 3A) EA 1 $25,000.00 $25,000.00 1 0 1 $25,000.00 $0.00 $25,000.00 1., $25,000.00 $25,000.00 332 Light Standard 40-foot Mounting Height with 10- EA 15 $5,000.00 $75,000.00 15 0 15 $75,000.00 $0.00 $75,000.00 7 $35,000.00 8 $40,000.00 $75,000.00 foot Mast Arm 333 Light Standard 40-foot Mounting Height with 15- EA 2 $7,000.00 $14,000.00 2 0 2 $14,000.00 $0.00 $14,000.00 2 $14,000.00 $14,000.00 foot Mast Arm 334 Luminaire Assembly LED EA 29 $500.00 $14,500.00 29 0 29 $14,500.00 $0.00 $14,500.00 29 $14,500.00 $14,500.00 335 12"x12"x12"Traffic Signal Ind. EA 8 $1,540.00 $12,320.00 11 0 11 $16,940.00 $0.00 $16,940.00 11 $16,940.00 $16,940.00 336 12"x12"x12"HAWK Signal Indications EA 24 $1,870.00 $44,880.00 24 0 24 $44,880.00 $0.00 $44,880.00 24 $44,880.00 $44,880.00 337 Mast Arm Astro Brackets EA 6 $250.00 $1,500.00 6 0 6 $1,500.00 $0.00 $1,500.00 6 $1,500.00 $1,500.00 338 Pedestrian Signal Ind.12-inch Symbols(Count EA 24 $1,485.00 $35,640.00 24 0 24 $35,640.00 $0.00 $35,640.00 8 $11,880.00 16 $23,760.00 $35,640.00 Down) 339 Pedestrian Push Buttons-Tactile EA 24 $2,090.00 $50,160.00 24 0 24 $50,160.00 $0.00 $50,160.00 8 $16,720.00 16 $33,440,00 $50,160.00 a • a 340 Type"C"Service Assembly LS 4 $5,315.00 $21,260.00 4 0 4 $21,260.00 $0.00 $21,260.00 1 $5,315.00 1 $5,315.00 2 $10,630.00 $21,260.00 341 Construction Traffic Control LS 1 $15,000.00 $15,000.00 1 0 1 $15,000.00 $0.00 $15,000.00 0.333333 $5,000.00 0.333333 $5,000.00 0.333333 $5,000.00 $15,000.00 342 Remove&Salvage Existing Luminaires LS 1 $7,500.00 $7,500.00 0 0 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 343 Miscellaneous Work LS 1 $20,000.00 $20,000.00 0.81 0 0.81 $16,200.00 $0.00 $16,200.00 0.27 $5,400.00 0.27 $5,400.00 0.27 $5,400.00 $16,200.00 $796,251.44 $826,993.90 $796,251.43 $0.00 $796,251.43 $296,354.74 $117,404.37 $382,492.34 $796,251.44 Ferguson/Oak Total $494,105.10 $0.00 $494,105.10 Oak Corridor Total $1,206,355.34 $0.00 $1,206,355.34 Oak/Davis Roundabout Total $1,800,876.17 $0.00 $1,800,876.17 Materials $0.00 $0.00 $0.00 Total Project $3,501,336.62 $3,501,336.62 BINIng Ferguson Intersection SIF061 Aterial&Collector District 141-4130-433-8090 $98,821.02 SIFO61 Street Impact Fees 114-4130-433-8090 $395,284.08 Oak Corridor SIF046 Arterial&Collector District 141-4130-433-8090 $603,177.67 SIF046 Street Impact Fees 114-4130-433-8090 $603,177.67 Davis Roundabout SIF074 Arterial&Colletor141-4130-433-8090 $360,175.23 SIF074 Street Impact Fees 114-4130-433-8090 $1,440,700.94 $3,501,336.62 MEMORANDUM June 8, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 101 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of: Oak Ferguson Intersection, Arterial and Collector District- $ 430.89 Oak Ferguson Intersection, Street Impact Fees - $ 1,723.54 Oak Street Corridor, Arterial and Collector District - $ 58,301.75 Oak Street Corridor, Street Impact Fees - $ 58,301.75 Oak/Davis Intersection, Arterial and Collector District - $ 16,559.00 Oak/Davis Intersection, Street Impact Fees - $ 66,236.02 If I can be of further assistance,please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 5/31/2017 101 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 5/30/2017 Quantity Item Code Description Price Each Amount Oak Street Imporvemtns Ferguson to New Holland Surface Utility Imp... Schedule I Surface&Utility Improvements 210,661.00 210,661.00 Signage&Striping... Schedule II Signage&Striping Improvements 1,500.00 1,500.00 Retainage Retainage Held -10,608.05 -10,608.05 Total $201,552.95 Oak Street Improvements-Ferguson to New Holland Drire PROJECT OWNER:IF12ndersMin PROGRESS PAYMENT Sanderson Stewart Project No.15027-04 PAY ESTIMATE NUMBER One I) I ESTIMATE PERIOD 5 9 17 to 5 31 17 CONTRACT FOR Schedules I,11,and III SUBMITTED B S1ME Construction I DATE PREPARED: May 31,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTUY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID Schedule I-Surface&Utility Improvements Base bid 101 Mobilization and Insurance LS 1.00 $145,000.00 $145,000.00 025 $36,250.00 0.00 $0.00 0.25 $36,250.00 25.0% 102 Stormwater Management and Erosion Control IS 1.00 $15,000.00 $15,000.00 0.25 $3,750.00 0.00 $0.00 0.25 $3,750.00 25.0% 103 Traffic Control During Construction LS 1.00 $25,000.00 $25,000.00 020 $5,000.00 0.00 $0.00 0.20 $5,000.00 20.0% 104 Exploratory Excavation HR 10.00 $350.00 $3,5W.00 0.50 $175.00 0.00 $0.00 0.50 $175.00 5.0% 105 Clear and Grub LS 1.00 $65W.00 $6,500.00 1.00 $65W.00 0.00 $0.00 1.00 $6,500.00 100.0% X 106 Remove and Stockpile Topsoil CY 7,007.00 $3.00 $21,021.00 7,007.00 $21,021.00 0.00 $0.00 7,007.00 $21,021.00 100.00/u X 107 Sawcut and Remove Existing Asphalt SY 4,294.00 $4.50 $19,323.00 0.00 10.00 0.00 $0.00 0.00 $0.00 0.00/0 108 Remove and Dispose of Existing Curb and Gutter LF 3,005.00 $1.00 $3,005.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 110 RemoDvean d Dispose of Existing Concrete SF 230.00 $1.00 $230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 111 nvewav Remove a portion of N Yellowstone Ave Handicap IS 1.00 $2,500.00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Ramp and Replace Curb to Full Height 112 Wove a Portion of Meagher Ave Handicap LS 1.00 $2,500.00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Ramp and Replace Curb to Full Height 113 Rellocate Existing Fire Hydrant EA 2.00 $4,000.00 $8,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 114 Remove 36-inch RCP FES and Install New 60-inch LS 100 $6 500 Storm Manhole(MHA) .00 $6,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 115 36-inch RCP Stone Drain Pipe LF 72.00 $111.00 $7,992.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 116 36-inch RCP Storm Drain FES EA 1.00 $888.00 $888.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 117 Remove 43.75-inch x 26.63-inch FES and Connect EA 2.00 $750.00 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% to new Ash Pipe 118 43.75-inch x 26.63-inch RCP Storm Drain Ash LF 568.00 $150.00 $85,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Pipe 43.75-inch x 26.63-inch RCP Storm Drain Ash 119 FES EA 2.00 $12W.00 $2,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-inch RCP to LS 1.00 $2,500.00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Existing Davis Storm Drain Manhole Box 121 48-inch RCP Stone Drain Pipe LF 197.00 $225.00 $44,325.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°/0 122 48-inch RCP Storm Drain FES EA 1.00 $1,800.00 $1,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 123 Remove Existing 48-inch Storm Drain Manhole LS 1.00 1500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Station 51+18 124 New 48-inch Storm Drain Manhole(MHB) EA 1.00 $5,000.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ Oar Sheet IrWovements-Fergnsoa Avenue to New Holland Drive Pay App No I-PENDING Page 1 of 7 Oak Street Improvemenis-Ferguson to New Holland Drier P R O j E C T O- N E R: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.IS022.04 PAY ESTIMATE NUMBER Onc(1) ESTIMATE.PERIOD: 5/9/1 7 to S 31 17 CONTRACT FOR:Schedules 1,11,and I11 SUBMITTED BY: SIME Construction DATE PREPARED: Mau•31,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT ITEM DESCRIPTION UNIT QUANTrrY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID CMPLTE 125 Double Storm.Drain Curb InIct EA 7.00 $4,000.00 128,000.00 0.00 $0.00 0.00 $0.00 0-00 $0.00 0.0% 126 Single Storm Drina Curb Inlcr EA 4.00 $2,850.00 $11,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1.00 $1,000.00 Station 32+25 $1,000.00 0.00 $0,00 0.00 $0.00 0.00 $0.00 0.0% 128 18-inch RCP Storm Drain Pipe LF 136.00 $35.00 $4,760.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 129 1S-inch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% 130 15-inch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14,223.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. 131 12-inch RCP Storm Drain Pipe LF 74.00 $30.00 $2,220.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 132 12-inch RCP or PVC Storm Drain Pipe IF 321.00 $30.00 $9,630.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 133 18-inch RCP FM EA 3.00 $280.00 $840.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 134 15-inch RCP FL I EA 6.00 $264.00 $1,584.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 135 12-inch RCP FETS EA 2.00 $240.00 $480.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. Locate rand of Existing lytnce culvert and 136 Conned to New 15-inch RCP Culvert with LS 1.00 f1,500.00 f 1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Cnnrrrte.Collar 137 Unclassified Excavation CY 8,655.00 13.00 $25,965.00 8,655.00 $25,965.00 0.00 $0.00 8,655.00 $25,965.00 100.0% X 138 Ferguson Pond Excavation and Grading LS 1.00 $4,000.00 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 139 Imported Fill CY 11,983.00 $16.00 $191,728.00 7,000.00 $112,000.00 0.00 $0.00 7,000.00 $112,000.00 58.40/6 140 Geosynthetic Reinforcement Fabric(Mira&380i or SY 21 98.00 $6.50 $139,087.00 0.00 $0.00 0.00 approved equal at locations directed by Engineer) f0.00 0.00 f0.00 0.0% 141 18-inch Thick 3-inch Minus Subbase (extends 9- SY 21,398.00 f 11.00 $235,378.00 0.00 ° inches behind curb) f0.00 0.00 f0.00 0.00 f0.00 0. %0 142 6-inch Thick 1 1/2-inch Mints Crushed Base SY 21,398.00 $4.05 $86,661.90 0.00 $0.00 0.00 $0.00 Course(extends 9-inches behind curb) 0.00 f0.00 0.0% 143 4-inch Asphalt Paving(2lifts) SY 16,175.00 $18.18 $294,061.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 144 2.5-inch Asphalt Path SY 2,798.00 $11.35 $31,757.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 9-inch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend I-foot SY 3,357.00 $6.90 $23,163.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 beyond edge of asphalt) 146 6-inch Fiber Reinforced Concrete Flatwork with 3- SF 18,500.00 $5.40 $99,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% inches of base(included Handicap Ramps) 147 Pedestrian ede�Pathway Through Median Station IS 1.00 $2,000.00 $2,000.00 0.00 f 0.00 0.00 $0.00 0.00 $0.00 0.0% 148 Pedestrian Pathway Through Median Stations EA 2.00 f2,000.00 $4,000.00 0.00 $0.00 0.00 38+70 and 44+10 f0.00 0.00 f0.00 0.0% 149 Truncated Dome Panel SF 620.00 f400.00 $248,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/6 Oak-Str=1TnMV=c=i- eryuwo AV®c to New IS01lizad LNTvc rAY APPNO I-rtNLJLNU Oak Street Improveroents-Ferguson to New Holland Drive PRO-E C T O W N E R: Flanders Mitt PRO G R E S S PAYMENT Sanderson Stewart No.15022,04 PAY'ESTIMATE NUMBER One(1) 1 ESTIMATE PERIOD: 1 319 17 to 5 31/17 CONTRACT FOR:Scheduk s 1,11,and III SUBMITTED BY: SIME Construction I I DATE PREPARED: Mav 31,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 150 9-inch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.00 $58,815.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. (includes 6-inches of base) 151 Concrete Curb and Gutter LF 5,606.00 $14.00 $78,484.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 152 Roundabout Mountable Curb LF 291.00 $20.00 $5,820.00 0.00 $0.00 0.00 $0.00 0.00 10.00 0.0% 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 154 Median Concrete Spill Curb LF 4,920.00 $20.00 $98,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 155 Median Type A Curb LF 1,280.00 $20.00 $25,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 156 3-inch Concrete Median Paving(includes 3-inches SF 13,680.00 $4.50 $61,560.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% of base) 157 Adjust Water Valve EA 8.00 $500.00 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 158 Adjust Existing Manhole to Grade EA 10.00 $500.00 $5,000.00 0.00 $0.00 0.00 10.00 0.00 $0.00 0.0% 159 1.3-foot Manhole Barrel Section EA 2.00 $1,500.00 $3,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 160 2.7-foot Manhole Barrel Section EA 2.00 $2,000.00 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 161 4.0-foot Manhole Barrel Section EA 2.00 $2,500.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 162 Installation of Existing Barrel Section EA 2.00 $1,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 163 1 1/2-inch Minus Crushed Base Course Blended at CY 9.00 $50.00 $450.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Yellowstone Ave.Park Approach and Park Path 164 Class I Rip Rap CY 1,398.00 $45.00 $62,910.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 165 Replace Topsoil CY 5,000.00 $5.00 $25,000.00 0.00 $0.00 0.00 $0.00 0.00 10.00 0.01/ 166 Re-seed Embankment Boulevard,Median and IS 1.00 $10,000.00 110,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Disturbed Areas 167 Haul-off Excess Topsoil CY 2,007.00 $5.00 $10,035.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 280.00 19.00 $2,520.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 169 Miscellaneous Work LS 1.00 $50,000.00 $50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% TOTAL-SCHEDULE I 2 402 431.00 $210fi6l.00 $0.00 i 6i.00 ll_8616 Schedule II-Signage&Striping Improvements Base Bid 201 Remove Existing Sign and Post EA 36.00 $250.00 $9,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 202 Remove Single Sign Face from Existing Post EA 2.00 $250.00 SSM.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 203 Reset Existing Custom Park Sign EA 1.00 $1,500.00 $1,500.00 1.00 $1,500.00 0.00 $0.00 1.00 $1,500.00 100.0% X 204 Relocate Existing Sign to New Luminaire EA 1.00 $350.00 $350.00 0.00 $0.00 0.00 10.00 0.00 $0.00 0.00/. 205 Relocate Existing Sign with New Post EA 3.00 $550.00 $1,650.00 0.00 10.00 0.00 $0.00 0.00 $0.00 0.00/0 206 New OM4-2 Sign with Post EA 14.00 $550.00 $7,700.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Oak Street Improvanemos-Ferguson Avenue to New Holland Drive Pry App No I-PENDING Page 3 of 7 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER:IfilantlersMill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:One[1) ESTIMATE PERIOD: 5/9. 7 to i 31/17 CONTRACT FOR Schedules I,11,and I I I SUBMITTED BY:IS!ME Construction DATE PREPARED: 1111 31,2017 771 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT UANTITY UNIT PRICE AMOUNT QUANT= AMOUNT UANTITY AMOUNT QuANTITY AMOUNT % BID 207 New OM4-2/Wl-6 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 208 New OM4-2/WI-7 Sign Ouster with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 209 New OM4-2/Rll-2 Sign Cluster with Post EA 4.00 $550.00 ;2,200.00 0.00 $0.00 0.00 f0.00 0.00 $0.00 0.0% 210 New R3-5 Sign on Signal Mast EA '�^`e $250.00 $750.00 0.00 ;0.00 0.00 ;0.00 0.00 $0.00 0.0% 211 New D3-1 Sign on Signal Mast EA 4.00 $250.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 10.00 0.0% 212 New R4-7 Sign with Post EA 5.00 $550.00 $2,750.00 0.00 10.00 0.00 $0.00 0.00 ;0.00 0.0% 213 New 1144 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 215 New R3-17/R7-1 Sign Cluster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 ;0.00 0.00 $0.00 0.0% 216 New R7-1 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 217 New R3-17 Sign and Re-use 117-1 Sign on Existing EA 2.00 $450.00 ;900.00 0.00 $0.00 0.00 Post f0.00 0.00 $0.00 0.00/6 218 New(2)D3-1/(2)D3-1/1147 Sign Cluster with Post EA 4.00 $650.00 $2,600.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.01/0 219 New 111-5 Sign with Post EA 8.00 $550.00 $4,400.00 0.00 ;0.00 0.00 ;0.00 0.00 $0.00 0.0% 220 Rectangular Rapid Flash Beacon with New WI1- EA 4.00 $5,750.00 $23,000.00 0.00 0 00 15/W16-;PSignCluster f 0.00 f0.00 0.00 $0.00 0.00/6 221 Ncw(2)D3-1/(2)D3-1 Sign Cluster and Re-use Rl- EA 3.00 $625.00 $1,875.00 0.00 $0.00 0.00 1 Sign with Post f0.00 0.00 $0.00 0.00/0 222 New(2)D3-1/(2)D3-1/RI-1 Sign Ouster with Post EA 2.00 $650.00 f1,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 223 New W11-2/W16-7P Sign Cluster with Post EA 8.00 ;600.00 $4,800.00 0.00 ;0.00 0.00 $0.00 0.00 f0.00 0.0% 224 Ncw W4-2 Sign with Post EA 1.00 f550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 225 New W20-5 Sign with Post EA 1.00 $550.00 $550.00 0.00 ;0.00 0.00 $0.00 0.00 ;0.00 0.01/6 226 New W2-6/W13-1 Sign Clusterwith Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 ;0.00 0.00 f0.00 0.00/0 227 New R3-8 Sign Ouster with Posts EA 6.00 $550.00 ;3,3W.00 0.00 ;0.00 0.00 $0.00 0.00 f0.00 0.00/6 228 New Dll-1/M6-2 Sign Cluster onLuminaire EA 8}1Q $450.00 $3,600.00 0.00 ;0.00 0.00 $0.00 0.00 f0.00 0.0% 229 New W11-2/W16-7P Sign Ouster on HAWK EA 8.00 $450.00 $3,600.00 0.00 Stgnal Pole f0.00 0.00 ;0.00 0.00 ;0.00 0.0% 230 New R10-23 Sign on HAWK Signal Mast EA 16.00 $450.00 $7,200.00 0.00 $0.00 0.00 $0.00 0.00 ;0.00 0.01/6 231 New(2)D3-1/Rl-2 Sign Ouster with Post EA 4.00 $550.00 $2,200.00 0.00 ;0.00 0.00 $0.00 0.00 f0.00 0.00/0 232 NewD11-1/M5-2 Sign Ouster with Post EA 3.00 $550.00 11,650.00 0.00 10.00 0.00 $0.00 0.00 $0.00 0.01/0 233 New Dl1-1/M6-2 Sign Cluster with Post EA 2.00 $550.00 ;1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°/ 234 New R2-1 Sign with Post EA 2.00 $550.00 $1,100.00 0.00 f0.00 0.00 $0.00 0.00 f0.00 0.0% 235 New R64 Sign with Post EA 4.00 $550.00 f2,2W.00 0.00 $0.00 0.00 ;0.00 0.00 f0.00 0.0% Oak Sheet hq mvtmmis-Fapuvn Avmw to New HoHaw Drive Pay App No I-PENDING Pege 4 oF7 Oak Street Improvemenis-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15027.04 PAY ESTIMATE NUMBER:One 1 ESTIMATE PERIOD: 5/9 17 to 5 31 17 CONTRACT FOR:Schedules I,H,and III SUBMITTED BY:ISIME Construction DATE PREPARED: May 31,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT 2UANTITY UNIT PRICE AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT % BID 236 New R9-11 Sign with Post EA t $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 237 New White Flexible Surface-Mount Delineators EA 35.00 $350.00 $12,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 238 New Yellow Flexible Surface-Mount Delineators EA 32.00 $350.00 $11,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 239 Epoxy Traffic Markings(White) GL 45.00 $250.00 $11,Z50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 240 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. 241 Thermoplastics(White) SF 4,944.00 $30.00 $148,320.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/u 242 Curb Epoxy(Yellow) GL 9.00 $250.00 $2,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°/ 243 Pavement Marking Obliteration(4-in Stripe LF 4,492.00 $4.00 $17,968.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0s/0 Equivalent) 244 Miscellaneous Work IS 1.00 $5,000.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% TOTAL-SCHEDULE 11 $309 13.00 1 500.00 1 a $0.001 r17 0070 0.5% Schedule II-Electrical Improvements Base Bid 301 Structural Concrete Pole Foundations CY 30.60 $1,805.00 $55,233.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 302 Conduit,l.5-inch PVC,Trench LF 505.00 $10.78 $5,443.90 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 303 Conduit,2.0-inch PVC,Trench LF 5,255.00 $14.85 $78,036.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 304 Conduit,2.0-inch PVC,Push LF 60.00 $100.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 305 Conduit,2.5-inch PVC,Trench LF 335.00 $19.58 $6,55930 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 306 Conduit,2.5-inch PVC,Push LF 95.00 $25.00 $2,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 307 Conduit,3.0-inch PVC,Trench IF 55.00 $22.50 11,237.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 308 Conduit,3.0-inch PVC,Push LF 80.00 $30.00 $2,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 309 Pull Box,Composite Type 1 EA 11.00 $616.00 $6,776.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 310 Pull Box,Composite Type 2 EA 16.00 $1,023.00 $16, 68.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 311 Pull Box,Composite Type 3 EA 1.00 $1,500.00 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 Wrl. 312 Cable,Copper,12c No.14AWG(Signals) LF 1,270.00 $3.74 $4,749.80 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 313 Cable,Copper,7c No.14AWG(Signals) LF 1,305.00 $2.64 $3,44520 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 314 Cable,Copper,5c No.14AWG(Signals) LF 665.00 $2.35 $1,562.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 315 Cable,Copper,3c No.14AWG(Opticom) LF 275.00 $3.08 $847.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 316 Conductor,Copper,#6 AWG,Contoller LF 120.00 $2.00 $240.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1.50 $1,867.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 318 Conductor,Copper'#10 AWG,Lighting& LF 21,635.00 $0.72 $15,57720 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 Oak Sheet hVivvemeids-Ferguson Avww to New Hallmd Drive Pay App No 1-PENDING Page 5 of 7 Oak Street Improvements-Ferguson to New Holland Drive P is O E C T' O W N E K: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15027-04 M raiiMATIE NUMBEiv.One(!) ESTIMATE PERIOD: 5 9 17 to 5 31 17 C;OIYI'RAITY FOR:Schedules i,U.and fli SUBMITTED BY:ISIME Construction DATE PREPARED: Mav 31,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 319 Cable,Radar Detector LF 650.00 $3.96 $2,574.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45321.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 322 Supply&Install Pole Mounted Controller Cabinet EA 4.00 f 5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0,00 $0.00 0.0°% 323 Supply&Install Controller Type"P" EA 1.00 $2,750.00 $2,750.00 0.00 $0.00 0.00 $0.00 0.00 10.00 0.0% 324 Supply&Install Trefficware TS2 Controller EA 4.00 $7,250.00 $29,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 325 Supply&Install Emergency Preemption Detector 1.00 $2,860.00 f2,860.00 0.00 System(Model722) $0.00 0.00 $0.00 0.00 $0.00 0.01/0 326 Supply&Install Detector-Radar/Presence EA 4.00 $9,900.00 $39,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 327 Signal Std.Type 1-100 EA 12.00 $825.00 $9,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 328 Signal Std.w/30-foot Mast(Type 3A) EA 3.00 $10,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 329 Signal Std.w/35-foot Mast(Type 3A) EA 6.00 $10,560.00 $63,360.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 330 Signal Std.w/40-foot Mast(Type 3A) EA 2.00 $15,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 331 Signal Std.w/45-foot Mast(Type 3A) EA 1.00 $25,000.00 $25,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 332 Light Standard 40-foot Mounting Heigth with 10- EA 15.00 f5,000.00 $75,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% foot Mast Arm 333 Light Standard 40-foot Mounting Heigth with 15- EA 2.00 $7,000 00 f 14,000.00 0.00 foot Mast Arm $0.00 0.00 $0.00 0.00 $0.00 0.01/6 334 L,mmma=Assembly LED EA 29.00 $500.00 $14,5W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 335 12"xl2"x12"Traffic Signal Ind. EA 8.00 $1,540.00 $W20.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 336 12"xl2"x12"HAWK Signal Indications EA 24.00 $1,870.00 $44,880.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 337 Mast Arm Astro Brackets EA 6.00 $250.00 $15W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 338 Pedestrian Signal Ind.12-inch Symbols(Count EA 2400 $1,485.00 $35,640.00 0.00 Down) $0.00 0.00 $0.00 0.00 $0.00 0.0% 339 Pedestrian Push Buttons-Tactile EA 24.00 $2,090.00 $50,160.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 340 Type"C"Service Assembly LS 4.00 $5,315.00 $21,260.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 341 Construction Traffic Control LS 1.00 $15,000.00 $15,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 342 Remove&Salvage Existing Luminaries LS 1.00 $7,500.00 $7,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 343 Miscellaneous Work LS 1.00 $20,000.00 $20,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% TOTAL-SCHEDULE 111 $826993.90 $0.00 f0.00 i J- $0.00 H 0.0% TOTAL PROJECT 13,538,737.90 $212,161.00 $0.00 $212,161.00 11 6.01/0 Oak Sftd Impruvemmn-Folu m Avenue to New Hollmd Drive Pry App No 1-PENDING Page 6 of 7 Oak Street im rovements-Ferguson to New Holland Drive PROJECT C T OWNER: b udn ers Mill PROGRESS PAYMENT Sanderson Stewart P 'act No.15022.04 PAY ESTIMATE NUMBER:One 1 TTEMATE PERIOD: 5 9 17 to 5/-31/17 CONTRACT FOR:Schedules 1,11,and III SUBMITTED BY: SIME Construction DATE PREPARED: Mav 31,z0i7 CONTRACT C O N T R A C T THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT I QUANTITY AMOUNT %OF BID CHANGE ORDERS Change Order No.I COI-1 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/0! COI-2 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 C01-3 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 CHANGE ORDER TOTALS $O.CI $0.00 $0-00 $0.00 #DIV/OI REVISED CONTRACT S?,iZ•8737.90 $212,161.00 $0.00 1 $212,161.00 6A% LESS TEST FAILURE DEDUCTIONS $0.00 000 $0.00 0.00 $0.00 0.00 $0.00 LESS LIQUIDATED DAMAGES $0.00 000 50.00 0.00 $0.00 0.00 $0.00 TOTAL DEDUCTIONS 1 $0.001 1 $0.00 $0.00 TOTAL ADVANCED MATERIALS RECEIVED LESS USED ON CONTRACT $0.00 MATERIAL-';ON HAND NOT USED $0A a) WORK COMPLETED TO DATE $212,161.00 TOTAL WORK AND MATERIALS $212,161.00 CONTRACT TIME 120 START / STOP DATES LESS DEDUCTIONS $0.00 +or-Change Order 0 S TA R T TOTAL $212,161.00 Total Contract Time 1l0 =T O P LESS RETAINAGE (Either 5%or Punchtist Value) $10,608.05 Less Used 22 `EATI•iER DAYS 0 Total Davy Remaining 98 ESTIMATED END Percent Of'rime Used 18/o SUBST.CY1PL-I'E. TOTAL EARNED TO DATE INCL 1%STATE TAX) $201,552.95 1 Ilcrebv Certifv Thcsc Quanuncs And Times To Be Truc And Correct: LESS PREVIOUS PAYMENTS NCL.1%STATE TAX St1.00 DERSON STEWART 'IMF.CONSTRUCTION TOTAL THIS ESTIMATE CL.1%STATE T $201552.95 6/2/17 LI/ru,iR [LESS 1%MONTANATAX arure DATF Signature DATE ffrol-A-L DUE CONTRACTOR THIS ESTIMATE $201 552.95 N- Danielle Scharf, PE I «..dNa . APPROVED FOR PAYMENT FLANDERS MILL Prepared By: HAV DATE: Ode Sum loqum meats-Fetgm m Avenue to New Holland Drive Pay App No 1-PENDING Pane 7 r` �s� 2 MEMORANDUM July 11, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 101 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of: Oak Ferguson Intersection, Arterial and Collector District - $ 1,636.04 Oak Ferguson Intersection, Street Impact Fees - $ 6,544.16 Oak Street Corridor, Arterial and Collector District- $ 30,383.11 Oak Street Corridor, Street Impact Fees - $ 30,383.11 Oak/Davis Intersection, Arterial and Collector District- $ 25,349.59 Oak/Davis Intersection, Street Impact Fees - $ 101,398.36 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 6/30/2017 102 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 i P.O. Number Terms Rep Ship Via F.O.B. Project 6/30/2017 Quantity Item Code Description Price Each Amount Oak Street Improvements Ferguson to New Holland Drive Surface Utility Imp... Schedule I Surface&Utility Improvements 205,244.08 205,244.08 Signage&Striping... Schedule II Signage&Striping Improvements 750.00 750.00 Retainage Retainage Held -10,299.70 -10,299.70 Total $195,694.38 Oak Street i-1 rovements-Ferguson to New Holland Drive PROJECT O V7 N E R: F landcr Mill PROGRESS P A Y M E N T SandetsonStrwan Project No.15022.04 E 1PAY E5TIMA E NUMBER:Two 2 ESTIMATE PERIOD: 6/1/17 to 6/24/17 CON"1'RAC'1 FOR:Schedules I,11,and I11 SUBMITTED B�:' SIME Construction DATE PREPARED: 6/25/]7 C O N T R A C T CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE L11V1T CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT OUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID Schedule I-Surface&Utility Improvements Base bid 101 Mobilization and Insurance IS 1.00 $145,000.00 $145,000.00 0.10 $14,500.00 0.25 $36,250.00 0.35 $50,750.00 35.09/o 102 Stonnwatcr Management and Erosion Control LS 1.00 $15,000.00 $15,000.00 0.10 $1,500.00 0.25 $3,750.00 0.35 $5,250.00 35.0% 103 Traffic Control During Construction LS 1.00 $25,000.00 $25,000.00 0.20 $5,000.00 0.20 $5,000.00 0.40 $10,000.00 40.00/ 104 INplorstorq Excavation HR 10.00 $350.00 $3,500.00 $0.00 0.50 $175.00 0.50 $175.00 5.00/ 105 Clear and Grub LS 1.00 $6,500.00 $6,500.00 $0.00 1.00 $6,500.00 1.00 $6,500.00 100.01/u 106 Remove and Stockpile Topsoil CY 7,007.00 $3.00 $21,021.00 $0.00 7,007.00 $21,021.00 7,007.00 $21,021.00 100.0% 107 Sawcut and Remove Existing Asphalt SY 4,294.00 $4.50 $19,323.00 313.00 $1,408.50 0.00 $0.00 313.00 $1,408.50 7.3% 108 Remove and Dispose of Existing Curb and Gutter LF 3,005.00 $1.00 $3,005.00 358.00 $358.00 0.00 $0.00 358.00 $358.00 11.9% 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 315.00 $315.00 0.00 $0.00 315.00 $315.00 11.4% Ito Remove and Dispose of Existing Concrete SF 230.00 $1.00 $230.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ Dnvcwav ]11 Remove a portion of N Yellowstone Ave Handicap IS 1.00 $2,500.00 $2,500.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Ramp and Replace Curb to Full Height 112 Remove a Portion of Meagher Ave Handicap Ramp LS 1.00 $2,500.00 $2,500.00 $0.00 0.00 $0.00 0.00 $0.00 0.01% and Replace Curb to Full Height 113 Rdlocatc Existing Fire Hydrant EA 2.00 $4,000.00 $8,000.00 1.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 50.00/u 114 move 36-inch RCP FES and Install New 60-inch IS 1.00 $6,500.00 $6,500.00 1.00 $6,500.00 0.00 $0.00 1.00 $6,500.00 100.0% Storm Manhole(MHA) 115 36-inch RCP Storm Drain Pipe LF 72.00 $111.00 $7,992.00 72.00 $7,992.00 0.00 $0.00 72.00 $7,992.00 100.0% 116 36-inch RCP Storm Drain FES EA 1.00 $888.00 $888.00 1.00 $898.00 0.00 $0.00 1.00 $888.00 100.0% 117 Remove 43.75-inch x 26.63-inch FES and Connect EA 2.00 $750.00 $1,500.00 2.00 $1,500.00 0.00 $0.00 2.00 $1,500.00 100.09/0 to new Arch Pipe 118 43.75-inch x 26.63-inch RCP Stone Drain Arch LF 568.00 $150.00 $85,200.00 568.00 $85,200.00 0.00 $0.00 568.00 $85,200.00 100.0% Pita 119 43.75-inch x 26.63-inch RCP Stone Drain Arch EA 2.00 $1,200.00 $2,400.00 2.00 $2,400.00 0.00 $0.00 200 $2,400.00 100.00/0 FES Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-inch RCP to F.xisnnr IS 1.00 $2,500.00 $2,500.00 $0.00 0.00 $0.00 0.00 I0.00 0.0°/ Davis Storm Drain Manhole Box 121 48-inch RCP Storm Drain Pipe LF 197.00 $225.00 $44,325.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 122 48-inch RCP Storm Drain FES EA 1.00 $1,800.00 $1,800.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 123 Remove Existing 48-inch Storm Drain Manhole LS 1.00 $500.00 $500.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Station 51+18 124 New 48-inch Storm Drain Manhole(MHB) EA 1.00 $5,000.00 $5,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 125 Double Storm Drain Curb Inlet EA 7.00 $4,000.00 $28,000.00 4.00 $16,000.00 0.00 $0.00 4.00 $16,000.00 57.1% Oak Street Improvements-Ferguson Avenue to New Holland(hive Pay App No 2-PENDING Page 1 of 7 Oak Strcct Im rovements-Ferguson to New Holland Drive PROJECT O CF N E R: Flanders Mill PROGRESS PAYMENT Sanderson StewartP - No.13UZ2.114 PAY ESTIMATE NUMBER:Two ESTIMATE PERIOD: 6/1/17 to 6/24/17 CONTRACT FOR:Schedules 1.II,and[Il SUBMITTED BY': SIME Coastruction DwTE PIZEPAI[ED: 6/25/17 C O N T R A C T CONTRACT THIS ESi1MATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNf QUANTITY AMOUNT OUANTITY AMOUNT % BID 126 Single Storm Draina Curb Inlet EA 4.00 $2,850.00 $11,400.00 1.00 $2,850.00 0.00 $0.00 1.00 $2,850.00 25.0% 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1.00 $1,000.00 $1,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Station 32+25 128 18-inch RCP Storm Drain Pipe LF 136.00 $35.00 $4,760.00 32.00 $1,120.00 0.00 $0.00 32.00 $1,120.00 23.5% 129 15-inch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 274.00 $9,042.00 0.00 $0.00 274.00 $9,042.00 76.1% 130 15-inch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14=.00 86.00 $2,838.00 0.00 $0.00 86.00 $2,838.00 20.09/ 131 12-inch RCP Stone Drain Pipe LF 74.00 $30.00 $2,220.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 132 12•inch RCP or PVC Storm Drain Pipe LF 321.00 $30.00 $9,630.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 133 18-inch RCP PETS EA 3.00 $280.00 $840.00 2.00 $560.00 0.00 $0.00 2.00 $560.00 66.7% 134 15-inch RCP FETS EA 6.00 $264.00 $1,584.00 5.00 $1,320.00 0.00 $0.00 5.00 $1,320.00 83.3% 135 12-inch RCP FETS EA 2.00 $240.00 $480.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ l ocate End of Existing 15-inch culvert and Connect 136 1.00 $1,500.00 $7-00.00 f0.00 0.00 $0.00 0.00 $0.00 0.0 to New 15-inch RCP Culvert with Concrete Collar 0.00/0 137 Unclassified Excavation CY 8,655.00 $3.00 $25,965.00 $0.00 8,655.00 $25,965.00 8,655.00 $25,965.00 100.00/0 138 Ferguson Pond Excavation and Grading IS 1.00 $4,000.00 $4,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 139 imported Fill CY 11,983.00 $16.00 $191,728.00 250.00 $4,000.00 7,000.00 $112,000.00 7,250.00 $116,000.00 60.5% 140 Gcosynthenc Reinforcement Fabric(Mirafi 380i or SY 21,398.00 $6.50 $139,087.00 1,320.00 $8,580.00 0.00 $0.00 1,320.00 $8,580.00 6.2% approved equal at locations directed by Engineer) 141 16-mch Thick 3-inch Minus Subbase (extends 9- SY 21,398.00 $11.00 $235,378.00 321.00 $3,531.00 0.00 $0.00 321.00 $3,531.00 1.5% inches behind curb) (r nch Thick 1 1/2-inch Minus Crushed Base ]42 21�'98.00 f4.05 ;86,661.90 316.00 $1,279.80 0.00 $0.00 316.00 $1279.80 1.5 Course(extends 9-inches behind curb) %143 flinch Asphalt Paving(2 lifts) SY 16,175.00 $18.18 .$294,061.50 321.00 $5,935.78 0.00 $0.00 321.00 $5,835.78 2.01/ 144 2.5-inch Asphalt Path SY 2,798.00 $11.35 $31,757.30 $0.00 0.00 $0.00 0.00 $0.00 0.00/. 9-trrch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend 1-foot SY 3,357.00 $6.90 $23,163.30 $0.00 0.00 $0.00 0.00 $0.00 0.00/ beyond edge of asphalt) 146 &-inch Fiber Reinforced Concrete Flatwork with 3- SF 18,500.00 $5.40 $99,900.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. inches of base(included Handicap Ramps) 147 Pedestrian Pathway Through Median Station 33+00 LS 1.00 $2,000.00 $2,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 148 Pedestrian Pathway Through Median Stations EA 2.00 $2,000.00 $4,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 38+70 and 44+10 149 Truncated Dome Panel SF 620.00 $400.00 $248,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 150 9-inch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.00 $58,815.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% (%ndudcs 6-inches of base) Oslo Street Improvements-Ferguson Avenue to New Holland Dn%t Pay App No 2-PENDING Page 2 of 7 Oak Street Im rovements-Fer son to New HolLand Drive PRO E C T OWNER: Flanders Mill P R OGRESS P A Y M E N T Sanderson Ste-wart P ' ct No.15022.04 PAY ESTIMATE NUMBER: Two(2) ESTIMATE P w ro ERIOD: 6A/17 to 6/24/17 CONTRACT FOR:Schedules 1,11,and III SUBMITTED BY: SIME Construction DATE PREPARED: 6/25/17 C O N T R A C T CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM' DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNTQUANTITY AMOUNT QUANTITY AMOUNT %OF BID 151 Concrete Curb and Gutter LF 5,606.00 $14.00 $78,484.00 409.00 $5,726.00 0.00 $0.00 409.00 $5,726.00 7.3% 152 Roundabout Mountable Curb LF 291.00 $20.00 $5,820.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°/u 154 Median Concrete Spill Curb LF 4,920.00 $20.00 $98,400.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. 155 Median Type A Curb LF 1,280.00 $20.00 $25,600.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 156 3-inch Concrete Median Paving(includes 3-inches SF 13,680.00 $4.50 $61,560.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ of base) 157 Adjust Water Valve EA 8.00 $500.00 $4,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 158 Adjust Existing Manhole to Grade EA 10.00 $500.00 $5,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 159 1.3-foot Manhole Barrel Section EA 2.00 $1,5W.00 $3,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 160 2.7-foot Manhole Barrel Section EA 200 $2,000.00 $4,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 161 4.0-foot Manhole Barrel Section EA 2.00 $2,500.00 $5,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 162 Installation of Existing Barrel Section EA 2.00 $1,000.00 $2,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 163 1 1/2-inch Minus Crus.wd Base Course Blended at C, 9.00 $50.00 $450.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Yellowstone Ave.Park Approach and Park Path 164 Class I Rip Rap CY 1,398.00 $45.00 $62,910.00 100.00 $4,500.00 0.00 $0.00 100.00 $4,500.00 7.2% 165 Replace Topsod CY 5,000.00 $5 00 $25,000.00 1,300.00 $6,500.00 0.00 $0.00 1,300.00 $6,500.00 26.0% 166 Rc-seed[embankment Boulevard,Median and IS 1.00 $10,000.00 $10,000.00 $0.00 0.00 $0,00 0.00 $0.00 0.01/ Disturbed Arras 167 Haul-off Excess Topsoil CY 2,007.00 $5.00 $10,035.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 168 6-inch PVC Utibry Conduit(18-inch min.depth) LF 280.00 $9.00 $2,520.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 169 Miscellaneous Wort: IS 1.00 $50,000.00 $50,000.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. TOTAL-SCHEDULEI $2,40 431.00 s S2n5244Ud S't0,rtt.(x $415.xt5-t?5 1?3 Schedule II-Signage&Striping Improvements Base Bid 201 Remove Existing Sign and Post EA 36.00 $250.00 $9,000.00 3.00 $750.00 0.00 $0.00 3.00 $750.00 8.3% 202 Remove Single Sign Face from Existing Post EA 2.00 $250.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 203 Reset Existing Custom Park Sign EA 1.00 $1,500.00 $1,500.00 $0.00 1.00 $1,500.00 1.00 $1,500.00 100.00/6 204 Relocate Existing Sign to New Luminaire EA 1.00 $350.00 $350.00 0.00 $0.00 0.00 $0.00 0.00 $0,00 0.00/ 205 Rcloare Existing Sign with New Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0a/o 206 New OM4-2 Sign with Post EA 14.00 $550.00 $7,700.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 207 New OM4-2/WI-6 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 208 New OM4-2/WI-7 Sign Cluster with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ Oak Street hnpmvemenn-Ferguson Avenue to New Holland Drive Pay App No 2-PENDING Page 3 of 7 Oak Street Improvements-Fergusonto New Holland I PROJECT OWNE : Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.1502L04 PAY E5TIMATE ER:Two 2" ESTIMATE PERIOD: 6/1/17 to 6/24/17 CONTRACT FOR:Schedules 1,11,and III SUBM ED BY:ISIMF Construction I DATE PREPARED: 1 6/25/17 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 209 New OM4-2/Ril-2 Sign Cluster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 210 New R3-5 Sign on Signal Mast EA $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/o 211 New 133-1 Sign on Signal Mast EA 4.00 $250.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 212 New 114-7 Sign with Post EA 5.00 $550.00 $2,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0a/ 213 New 1144 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 215 New R3-17/R7-1 Sign Cluster with Post EA 4.00 $550.00 $2,2W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 216 New R74 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 217 New 113-17 Sign and Re-use R7-1 Sign on Existing EA 2.00 $450.00 $900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Post 218 New(2)D3-1/(2)D3-1/R4-7 Sign Cluster with Post EA 4.00 $650.00 $2,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 219 New R1-5 Sign with Post EA 8.00 $550.00 $4,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 220 Rectangular Rapid Flash Beacon with New W11- EA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 15/W16-71)Sign Cluster 221 New(2)D3-1/(2)D3-1 Sign Cluster and Re-use Rl-1 EA 3.00 $625.00 $1,875.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Sign with Post 222 New(2)D3-l/(2)D3-1/Rt-1 Sign Clusterwith Post EA 2.00 $650.00 $1,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 223 New Wll-2/W16-7P Sign Cluster with Post EA 8.00 $600.00 $4,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 224 New W4-2 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 225 New W20-5 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 226 New W2-6/W13-1 Sign Cluster with Post EA 3.00 $550.00 $1,650A0 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 227 New R3-8 Sign Cluster with Posts EA 6.00 $550.00 $3,3W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 228 New Dll-1/M6-2 Sign Cluster on Luminaire EA $450.00 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0a/ 229 New W11-2/W16-7P Sign Cluster on HAWK Signal EA 8.00 $450.00 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Pole 230 New R10-23 Sign on HAWK Signal Mast EA 16.00 $450.00 $7,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 231 New(2)133-1/11I-2 Sign Guster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 232 New DI 1-1/MS-2 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 233 New 1311-1/M6-2 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 234 New R24 Sign with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. 235 Neu•R64 Sign with Post EA 4.00 $550.00 $2,2W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 236 New 119-11 Sign with Post EA 31w $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 237 New White Flexible Surface-Mount Delineators EA 35.00 $350.00 $12,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 238 New Yellow Flexible Surface-Mount Delineators EA 32.00 $350.00 $11,00.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Oak Street Improvements-Feigusoo Avenue to New Holland Drive Pay App No 2-PENDING Page 4 of 7 Oak Street im vemenis-Ferguson to New Holland Drive P R EOWNER: Flanders Mill PROGRESS PAYMENT Sandrnon Stewart Project No.15022.04 PAY ESTIMATE N MB wo 2 I ESTIMATE PERIOD: 6/l/17 to 6/24/17 CONTRA FOR:Schedules 1,11,and III I SUBMITTED BY:ISIME Construction DATE PREPARED: 1 6/25/17 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 239 Epoxy Traffic Markings(White) GL 45.00 $250.00 $11,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 240 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 241 Thermoplastics(White) SF 4,944.00 $30.00 $148,320.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 242 Curb Epoxy(Yellow) GL 9.00 $250,00 $2,250.00 0.00 $0.00 0.00 $0.00 0.00 $0,00 0.01/6 243 Pavement Marking Obliteration(4-in Stripe LF 4,492.00 $4.00 $17,968.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ Equivalent) 244 Miscellaneous Work is 1.00 $5,000.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% TOTAL-SCHEDULE II f307 13.00 $750.00 fi 00 SO.uO 0.7% Schedule II-Electrical Improvements Base Bid 301 Swucbtnl Concrete Pole Foundations CY 30.60 $1,805.00 $55,233.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 302 Conduit,1.5-inch PVC,Trench LF 505.00 $10.78 $5,443.90 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 303 Conduit,2 0-inch PVC,Trench LF 5,255.00 $14.95 $78,036.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 304 Conduit,2.0-inch PVC,Push LF 60.00 $100.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 305 Conduit,2.5-inch PVC,Trench LF 335.00 $19.58 $6,559.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.06/6 306 Conduit,2.5-inch PVC,Push LF 95.00 $25.00 $2�375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 307 Conduit,3.0-inch PVC,Trench LF 55.00 $22.50 $1,237.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 308 Conduit,3.0-inch PVC,Push LF 80.00 $30.00 $2,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 309 Pull Box,Composite Type 1 EA 11.00 $616.00 $6,776.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. 310 Pull Box,Composite Type 2 EA 16.00 $1,023.00 $16,368.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°/ 311 Pull Box,Composite Type 3 EA 1.00 $1,500.00 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/1 312 Cable,Copper,12c No.14AWG(Signals) LF 1,270.00 $3.74 $4,749.80 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 313 Cable,Copper,7c No.14AWG(Signals) LF 1,305.00 $2.64 $3,445.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 314 Cable,Copper,Sc No.14AWG(Signals) LF 665.00 $2.35 $1,562.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 315 Cable,Copper,3c No.14AWG(Opticom) LF 275.00 $3.08 1847.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 316 Conductor,Copper,#6 AWG,Contoller LF 120.00 $2.00 $240.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1.50 $1,867.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 318 Conductor,Copper,#10 AWG,Lighting&Ground LF 21,635.00 $0.72 $15,577.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 319 Cable,Radar Detector LF 650.00 $3.96 $2,574.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45,321.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°/ 322 Supply&Install Pole Mounted Controller Cabinet EA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 2-PENDING ho 5 o" Oak Street Im is-Fergusonto New Holland Drive PRO E C T O W N E R: Flanders Mill PROGRESS PAYMENT Sanderwo tewart No.15022.04 PAY ESTIMA U BFU wo(2 ESTIMATE PERIOD: 6/1/17 to 6/24/17 CONTRACT FOR Schedules 1,11,and III I SUBMITTED BY:ISIME Construction DATE PREPARED: 6/25/17 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 323 Supply&Install Controller Type"P" EA 1.00 $2,750.00 $2,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 324 Supply&Install Trafficware TS2 Controller EA 4.00 $7,250.00 $29,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 325 Supply&Install Emergency Preemption Detector EA 100 $2,860.00 $2,860.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% System(Model 722) 326 Supply&Install Detector-Radar/Presence EA 4.00 $9,900.00 $39,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 327 Signal Std.Type 1-100 EA 12.00 $825.00 $9,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 328 Signal Std.w/30-foot Mast(Type 3A) EA 3.00 $10,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 329 Signal Std.w/35-foot Mast(Type 3A) EA 6.00 $10,560.00 $63,360.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% MO Signal Std.w/40-foot Mast(Type 3A) EA 2.00 $15,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 331 Signal Std.w/45-foot Mast(Type 3A) EA 1.00 $25,000.00 $25,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 332 Light Standard 40-foot Mounting Heigth with 10- EA 15.00 $5,000.00 $75,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% foot Mast Arm 333 Light Standard 40-foot Mounting Heigth with 15- EA 2.00 $7,o00.00 $14,000.00 0.00 $0,00 0.00 $0.00 0.00 $0.00 0.0"/0 foot Mast Arm 334 Luminaree Assembly LED EA 29.00 $500.00 $14,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 335 12"x12"x12"Traffic Signal Ind. EA 8.00 $1,540.00 $12,320.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 336 12"x12"x12"HAWK Signal Indications EA 24.00 $1,870.00 $44,8W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 337 Mast Arm Astro Brackets EA 6.00 $250.00 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"/0 338 Pedestrian Signal Ind.12-inch Symbols(Count EA 24.00 $1,485.00 $35,640.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.("/0 Down) 339 Pedestrian Push Buttons-Tactile EA 24.00 $2,090.00 $50,160.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 340 Type"C"Service Assembly LS 4.00 $5,315.00 $21,260.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 341 Construction Traffic Control IS 1.00 $15,000.00 $15,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 342 Remove&Salvage Existing Luminaries LS 1.00 $7,500-00 $7,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 343 Miscellaneous Work LS 1.00 $20,000.00 $20,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ .0 /oTOTAL-SCHEDULET $8U993.90 $00 $0.00 00" TOTAL PROJECT s3 538 737 90 s205 994.08 s212 161.00 aa1 1ss.o sr CHANGE ORDERS Change Order No.I C01-1 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 C01-2 $0.00 $0.00 $0.00 0.00 $0.00 #DTV/01 C0I-3 $0.00 $0.00 $0.00 0.00 $0.00 #DTV/01 CHANGE ORDER TOTALS $0.00 i`:E^::`E:ic:i:Ei: $0.00 $0.00 :E $0.00 #DIV/01 Oak Shed improvements-Ferguson Avenue to New Holland Drive PeyApp No 2-PENDING Page 6 of 7 Oak Street Irraprovenvents-Fergusonto New Holland D %c P R O j E O W N E R: Flanders Mill PROGRESS PAYMENT Sandmoo Stewart No.li022.01 PAY ESTIMATE NUMBER:Two 2 ESTIMATE PERIOD: 6/1/17 to 6/24/1 CONTRACT FOR Schedules 1,11,and III SUBMITTED BY:ISIME Construction DATE PREPARED: 6/25/17 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE IF rEplf DESCRIPTION I UNIT QUANTITY UNIT PRICE AMOUNT UANTff Y AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID f41 155.08 11 /8 f3,38,737.90 f205994.08 61.00REVISED CONTRACT LESS TEST FAILURE DEDUCTIONS $0.00 0.00 $0.00 0.00 f0.00 0.00 50.00 LESS LIQUIDATED DAMAGES $0.00 0.00 50.00 0.00 50.00 0.00 f0.00 TOTAL DEDUCTIONS - SO-00 VRK A,L ADVANCED MATERIALS RECEIVED •USED ON CONTRACT $0.00 ERIALS ON HAND NOT USED COMPLETED TO DATE $419,155.08 AL WOR%AND MATERIALS $418,155.08 MTR T' T I M E 1211 START / STOP DATfiS LESS DEDUCTIONS $0.00 Order 0 TART O I Ai f41$.155.08 ime12i TOP LESSRETAINAGE (Either 5/.or Punchlist Value) $20.907.75 48 THER DAYS 0 72 ESTIMATED END Used 40% SUBST.CMPL'I'E. AL EARNED TO DATE.(INCL.14/e STATE TAX) $397,247.33 I Herch C:mrn These Quantities And Timm To Bc True And Correct: LESS PREVIOUS PAYMENTS INCL 1%STATE T $201.552.95 ERSON STEWART E CONS7'RU( 1'!ON •.OTALTHIS ESTB1tATE .•NCL i/e STATE TAX)•., $195 69438 - -7 L It-112 FJ 5;17 —1 1%e MONTANATAX tune DATE Signature DATE f C QAqI f1LQ Lit ..OTAL DUE CONTRACTOR THIS ESTIMATE,••..• .195.69438 Danielle ticharl. PI- APPROVED POR PAYMENT FLANDERS MILL Prepared By- HAV DATE- Oak Snell htpmvemwu-Ferpow Avarm to New Ballad Drm Pry App No 2-PENDING Mar 7 of 7 MEMORANDUM August 7, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 104 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts o£ Oak Ferguson Intersection, Arterial and Collector District- $ 13,200.56 Oak Ferguson Intersection, Street Impact Fees - $ 40,654.04 Oak Street Corridor, Arterial and Collector District - $ 129,182.85 Oak Street Corridor, Street Impact Fees - $ 129,182.85 Oak/Davis Intersection, Arterial and Collector District - $ 49,860.32 Oak/Davis Intersection, Street Impact Fees - $ 187,293.07 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Bozeman,MT 59718 Date Invoice# 7/31/2017 104 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 7/31/2017 Quantity Item Code Description Price Each Amount Oak Street Improvements Ferguson to New Holland Surface Utility Imp... Schedule I Surface&Utility Improvements 497,546.95 497,546.95 Signage&Striping... Schedule II Signage&Striping Improvements 6,600.00 6,600.00 Electrical Improve... Schedule III Electrical Improvements Base Bid 48,566.00 48,566.00 Materials Materials On Hand Not Used 25,575.15 25,575.15 Retainage Retainage Held -28,914.41 -28,914.41 Total $549,373.69 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill I PROGRESS PAYMENT Sanderson Stewart Project No.t5022.04 PAY ESTIMATE NUMBER:Three(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules 1,If.and III SUBMITTED BY: SIME Construction DATE PREPARED: July 25,2017 CONTRACT C O N T R A C T THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (1I) Schedule I-Surface&Utility Improvements Base bid 101 Mobilization and Insurance LS 1.00 $145,000.00 $145,000.00 0.15 $21,750.00 0.35 $50,75000 0.50 $72,500.00 50.0% 102 Stormwatct Management and Erosion Control LS 1.00 $15,000.00 $15,000.00 0.15 $2,250.00 0.35 $5,250.00 0.50 $7,500.00 500,4 103 Traffic Control During Construction LS 1.00 $25,000.00 $25,000.00 0.15 $3,750.00 0.40 $10,000.00 0.55 $13,750.00 55.0°/ 104 Exploratory Excavation HR 10.00 $350.00 $3,500.00 0.00 $0.00 0.50 $175.00 0.50 $175.00 5.01,% 105 Clear and Grub LS 1.00 $6,500.00 $6,500.00 0.00 $0.00 1.00 $6,500.00 1.00 $6,500.00 100.0°,/. X 106 Remove and Stockpile Topsoil CY 7,007.00 $3.00 $21,021.00 0.00 $0.00 7,007.00 $21,021.00 7,007.00 $21,021.00 100.0°o X 107 Sawcut and Remove Existing Asphalt SY 4,294.00 $4.50 $19,323.00 133.00 $598.50 313.00 $1,408.50 446.00 $2,007.00 10.4% 108 Remove and Dispose of Existing Curb and Gutter LF 3,005.00 $1.00 $3,005.00 268.00 $268.00 358.00 $358.00 626.00 $626.00 20.8"o 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 115.00 $115.00 315.00 $315.00 430.00 $430.00 15.5°o 110 Remove and Dispose of Existing Concrete SF 230.00 $1.00 $230.00 0.00 $0.00 0.00 $0.00 000 $0.00 0.0a/ Driveway 111 Remove a portion of N Yellowstone Ave Handicap LS 1.00 $2,500.00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Ramp and Replace Curb to Full Height 112 move a Portion of Meagher Ave Handicap Ramp IS 1.00 $2,500 00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o and Replace Club to Full Height 113 Relocate Existing Fire Hydrant EA 2.00 $4,000.00 $8,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 50.0% 114 Remove 36-inch RCP FES and Install New 60-inch LS 1.00 $6,500.00 $6,500.00 0.00 $0.00 1.00 $6,500.00 1.00 $6,500.00 100.0°o X Storm Manhole(MHA) 115 36-inch RCP Stone Drain Pipe LF 72.00 $111.00 $7,992.00 0:00 $0.00 72.00 $7,992.00 72.00 $7,992.00 100.01/a X 116 36-inch RCP Storm Drain FES EA 1.00 $888.()0 $888.00 0.00 $0.00 1.00 $888.00 1.00 $888.00 100.01,o X 117 Remove 43.75-inch x 26.63-inch FES and Connect EA 2.00 $750.00 $1,500.00 0.00 $0.00 2.00 $1,500.00 2.00 $1,500.00 100.00.16 X to new Arch Pipe 118 43.75-inch x 26.63-inch RCP Storm Drain Arch LF 568.00 $150.00 $85,200,00 0.00 $0.00 568.00 $85,200.00 568.00 $85,200.00 100.0°% X Pipe 119 43.75-etch x 26.63-inch RCP Storm Drain Arch FES EA 200 $1,200.00 $2,400.00 0.00 $0.00 2.00 $2,400.00 2.00 $2,400.00 100.0°o X Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-inch RCP to Existing IS 1.00 $2,500.00 $2,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 o Davis Storm Drain Manhole Box 121 48-inch RCP Storm Drain Pipe LF 197.00 $225.00 $44,325.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 122 48-inch RCP Storm Drain FES EA 1.00 $1,800.00 $1,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 Oak Street Improvements-Ferguson Avenue to New Holland Drive Pey App No 3-PENDING Page I of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04L PAY ESTIMATE NUMBER Three(3) ESTIMATE PERIOD 6/25/17 to 7/25/17 CONTRACT FOR Schedules I,1I,and III I SUBMITTED BY:ISIME Construction DATE PREPARED: July 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (I) 123 Remove Existing 46-inch Storm Drain Manhole LS 1.00 $500.00 $500.00 0.00 $0.00 0.00 ;0.00 0.00 ;0.00 0.0 Station 51+18 %124 New 48-inch Storm Drain Manhole(MHB) EA 1.00 $5,000.00 $5,000.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% 125 Double Storm Drain Curb Inlet EA 7.00 $4,000.00 $28,000.00 2.00 $8,000.00 4.00 $16,000.00 6.00 $24,000.00 85.7% 126 Single Storm Draina Curb Inlet EA 4.00 $2,850.00 $11,400.00 1.00 ;2,850.00 1.00 $2,850.00 2.00 $5,700.00 50.0% 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1.00 $1,000.00 $1,000.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% Station 32+25 128 18-mch RCP Storm Drain Pipe LF 136.00 $35.00 $4,760.00 32.00 $1,120.00 32.00 $1,120.00 64.00 $2,240.00 47.1% 129 15-inch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 0.00 ;0.00 274.00 $9,042.00 274.00 $9,042.00 76.1% 130 15-inch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14,223.00 183.00 $6,039.00 86.00 $2,838.00 269.00 $8,877.00 62.4% 131 12-inch RCP Storm Drain Pipe LF 74.00 $30.00 $2,220.00 112.00 $3,360.00 0.00 $0.00 112.00 ;3,360.00 151.4% X 132 12-inch RCP or PVC Storm Drain Pipe LF 321.00 $30.00 $9,630.00 165.00 $4,950.00 0.00 $0.00 165.00 $4,950.00 51.4°o 133 18-inch RCP FETS EA 3.00 $280.00 11;W.00 0.00 $0.00 2.00 $560.00 2.00 $560.00 66.70 134 I5-inch RCP FETS EA 6.00 $264.00 ;1,584.00 0.00 $0.00 5.00 $1,320.00 5.00 $1,320.00 83.3°.o 135 12-inch RCP FETS EA 2.00 $240.00 $490.00 1.00 $240.00 0.00 $0.00 1.00 $240.00 50.00,o 136 Locate End of Existing 15-inch culvert and<'„nnect IS 1.00 $1,500.00 ;1 500.00 0.00 ;0.00 0.00 $0.00 0.00 ;0.00 0.01/ to New 15-inch RCP Culvert with Concrete Collar 137 Unclassified Excavation CY 8,655.00 ;3.00 ;25,%5.00 0.00 $0.00 8,655.00 $25,965.00 8,655.00 $25,965.00 100.01/0 X 138 Ferguson Pond Excavation and Grading IS 1.00 $4,000.00 $4,000.00 0.00 $0.00 0.00 ;0.00 0.00 ;0.00 0.000 139 Imported Fill CY 11,983.00 $16.00 $191,728.00 4,733.00 ;75,728.00 7,250.00 $116,000.00 11,983.00 $191,728.00 100.0% X 140 Goosyntbetic Reinforcement Fabric(Mirafr 380i or SY 21,398.00 $6.50 $139,087.00 10,416.00 $67,704.00 1,320.00 $8,580.00 11,736.00 $76,284.00 54.8°'6 approved equal at locations directed by Engineer) 141 18-inch Thick finch Minus Subbase (extends 9- SY 21,398.00 $11.00 $235,378.00 11,146.00 $122,606.00 321.00 ;3,53L00 11,467.00 $126,137.00 53.6% mchr behind curb) 6-inch Thick 1 1/2-inch Mints Crushed Base 142 21,398.00 ;4.05 ;86,661.90 6,953.00 $28,159.65 316.00 ;1279.80 7,2 /69.00 ;29,439.45 34.0° Course(extends 9-inches behind curb) 143 flinch Asphalt Paving(2 lifts) SY 16,175.00 $18.18 $294,061.50 0.00 $0.00 321.00 $5,835.78 321.00 $5,835.78 2.00/. 144 2.5-inch Asphalt Path SY 2,798.00 $11.35 $31,757.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/6 Oak Street Improvements-Ferguson Aveoue to New Holland Drive Pay App No 3-PENDING Page 2 of g Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWN E R:IFIdrs Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER Three(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules 1.It.and III SUBMITTED BY: SIME Construction I DATE PREPARED: July 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 9-inch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend 1-foot SY 3,357.00 $6.90 $23,163.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01'0 beyond edge of asphalt) 146 6-inch Fiber Reinforced Concrete Flatwork with 3- SF 18,500.00 $5.40 $99,900.00 2,062.00 $11,134.80 0.00 $0.00 2,062.00 $11,134.80 11.10/. inches of base(included Handicap Ramps) 147 Pedestrian Pathway Through Median Station 33+00 IS 1.00 $2,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 148 Pedestrian Pathway Through Median Stations 38+70 EA P_00 $2,000.00 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% and44+10 149 Truncated Dome Panel SF 620.00 $4W.00 $248,000.00 200.00 $80,000,00 0.00 $0.00 200.00 $80,000.00 32.3% 150 9-inch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.00 $58,815.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01'0 (includes 6-inches of base) 151 Concrete Curb and Gutter LF 5,606.00 $14.00 $78,494.00 3,816.00 $53,424.00 409.00 $5,726.00 4,225.00 $59,150.00 75.4% 152 Roundabout Mountable Curb LF 291.00 $20.00 $5,820.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 154 Median Concrete Spi]l Curb LF 4,920.00 $20.00 $98,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 155 Median Type A Curb LF 1,280.00 $20.00 $25,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°% 156 3-inch Concrete Median Paving(includes 3-inches SF 13,680.00 $4.50 161,560.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 of base) 157 Adjust Water Valve EA 8.00 $500.00 $4,000.00 4.00 $2,000.00 0.00 $0.00 4.00 $2,000.00 50.0°a 158 Adjust Existing Manhole to Grade EA 10.00 $500.00 $5,000.00 3.00 $1,500.00 0.00 $0.00 3.00 $1,500,00 30.0% 159 ].'-foot Manhole Barrel Section EA 2.00 $1,500.00 $3,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°a 160 2.7-foot Manhole Barrel Section EA 2.00 $2,000.00 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°. 161 4.0•foot Manhole Barrel Section EA 2.00 $2,500.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01.4 162 Installation of Existing Barrel Section EA 2.00 $1,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.(r. 163 1 1/2-inch Minus Crushed Base Course Blended at CY 9.00 $50.00 $450.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00,'0 Yellowstone Ave.Park Approach and Park Path 164 Class I Rip Rap CY 1,398.00 $45.00 $62,910.00 0.00 $0.00 100.00 $4,500.00 100.00 $4,500.00 72°o 165 Replace Topsoil CY 5,000.00 $5.00 $25,000.00 0.00 $0.00 1,300.00 $6,500.00 1,300.00 $6,500.00 26.0% 166 Re-seed Embankment Boulevard,Median and L5 1.00 $10,000.00 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0?/0 Disturbed Areas 167 Haul-off Excess Topsoil CY 2,007.00 $5.00 $10,035.00 0.00 $0.00 000 $0.00 0.00 $0.00 0.0% oak street Improvements-Ferguson Averme to New Holland Drive Pay App No 3-PENDING Page 3 of 9 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER. Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.Od 1 PAY ESTIMATE NUMBER:Three(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules I,II,and III I SUBMITTED BY:ISIME Consuuction I I DATE PREPARED: July 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 290.00 $9.00 $2,520.00 0.00 $0.00 0.00 f0 00 0.00 $0.00 0.0% 169 Miscellaneous Work LS 1.00 $50,000.00 $50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00% TOTAL-SCHEDULE I $2,402,-Al.00tj $497,546.95 f415,905.08 f9]3,452.03 38.0e/ Schedule II-Signage&Striping Improvements Base Bid 201 Remove Existing Sign and Post EA 36.00 $250.00 $9,000.00 0.00 $0.00 3.00 $750.00 3.00 $750.00 8.3°o 202 Remove Single Sign Face from Existing Post EA 2.00 f250.00 f500.00 0.00 f0.00 0.00 $0.00 0.00 $0.00 0.0°o 203 Reset Existing Custom Park Sign EA 1.00 f1,500.00 $1,500.00 0.00 f0.00 1.00 f 1,500.00 1.00 f 1,500.00 100.01 o X 204 Relocate Existing Sign to New Luminaite EA 1.00 $350.00 f350.00 0.00 $0.00 0.00 f0.00 0.00 $0.00 0.00/0 205 Relocate Existing Sign with New Post EA 3.00 $550.00 f 1,650.00 0.00 $0.00 0.00 $0.00 000 $0.00 0.0?o 206 New OM4-2 Sign with Post EA 14.00 $550.00 $7,700.00 0.00 $0.00 0.00 f0.00 0.00 f0.00 0.00/0 207 New OM4-2/WI-6 Sign Cluster with Post EA 200 $550.00 $1,100.00 0.00 $0.00 0.00 f0.00 0.00 f0.00 0.00.o 208 New OM4-2/W1-7 Sign Cluster with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 209 New 0M4-2/R11-2 Sign Cluster with Post EA 4.00 $550.00 f2,200.00 0.00 f0.00 0.00 f0.00 0.00 $0.00 0.01.4 210 New 113-5 Sign on Signal Mast EA 3.00 $250.00 f750.00 0.00 $0.00 0.00 f0.00 0.00 f0.00 0.0% 211 New D3-I Sign on Signal Mast EA 4.00 $250.00 $1,000.00 0.00 f0.00 0.00 $0.00 0.00 f0.00 0.0% 212 New R4-7 Sign with Post EA 5.00 $550.00 $2,750.00 0.00 f0.00 0.00 f0.00 0.00 f0.00 0.0% 213 New R44 Sign with Post EA 1.00 $500.00 $500.00 1.00 $500.00 0.00 $0.00 1.00 f500.00 100.00, 215 New R3-17/R7-1 Sign Cluster with Post EA 4.00 $550.00 f2,200.00 0.00 $0.00 0.00 $0,00 0.00 $0.00 0.00,e 216 New 117-1 Sign with Post EA 1.00 f500.00 f500.00 0.00 $0.00 0.00 f0.00 0.00 $0.00 0.0% New R3-17 Sign and Re-use R7-1 Sign on Existing 217 200 $450.00 f900.00 0.00 f0.00 0.00 f0.00 0.00 $0.00 0.0.0of Post 218 New(2)D3-1/(2)D3-1/R4-7 Sign Cluster with Post EA 4.00 $650.00 $2,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.09 o 219 New RI-5 Sign with Post EA 8.00 $550.00 $4,400.00 0.00 $0.00 0.00 f0.00 0.00 $0.00 0.0% 220 Rectangulu Rapid Flash Beacon with New Wll- EA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 15/W16-7P Sign Cluster New(2)D3-1/(2)D3-1 Sign Cluster and Re-use RI-1 221 ' 3.00 $625.00 f1,875.00 0.00 f0.00 0.00 $0.00 0.00 f0.00 0.01/0 Sign with Post 222 New(2)D3-1/(2)D3-1/R1-1 Sign Cluster with Post EA 2.00 $650.00 f1,300.00 0.00 f0.00 0.00 $0.00 0.00 $0.00 0.0% Oak Street hnprovemantr-Ferguson Avenue to New Holland Drive Pry App No 3-PENDING Page 4 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS P A Y M E N T Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Three(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules 1,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: July 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (3I) 223 New W11-2/W16-7P Sign Cluster with Post EA 8.00 $600.00 $4,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/6 224 New W4-2 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 225 New W20-5 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°a 226 New W2-6/W13-1 Sign Closter with Post EA 3.00 $550.00 $1.650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 227 New R3-8 Sign Cluster with Posts EA 6.00 $550.00 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 228 New Dll-1/M6-2 Sign Cluster on Luminaire EA 8.00 $450.00 $3,600.00 0.00 10.00 0.00 $0.00 0.00 $0.00 00"o 229 New W11-2/W16-7P Sign Cluster on HAWK Signal EA 8.00 $450.00 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Pole 230 New RIO-23 Sign on HAWK Signal Mast EA 16.00 $450.00 $7,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0o../o 231 New(2)D3-1/R1-2 Sign Cluster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0.00 $0 00 0.0°o 232 New Dll-l/M5-2 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0 00 0 0% 233 New Dll-1/M6-2 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0,00 0.00 $0.00 0.00 $0.00 0.0"o 234 New R2-1 Sign with Post EA 200 $550.00 $1,100.00 0.00 $0.00 0.()0 $0.00 0.00 $0.00 0.0% 235 New R6-4 Sign with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0o../o 236 New R941 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00 o 237 New White Flexible Surface-Mount Delineators EA 35.00 1350.00 $12,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 O.Oo/ 238 New Yellow Flexible Surface-Mount Delineators EA 32,00 $350.00 $11,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 239 Epoxy Traffic Markings(White) GL 45.00 $250.00 $11,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0o,,6 240 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 000 $0.00 000 $0.00 0.00 $0.00 0.00/0 241 Thermoplastics(White) SF 4,944.00 $30,00 $148,320.00 170.00 $5,100,00 0.00 $0.00 170.00 $5,100.00 3.4% 242 Curb Epoxy(Yellow) GL 9.00 $250.00 $2,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01,6 243 Pavement Making Obliteration(4-in Stripe LF 4,492.00 $4.00 $17,968.00 250.00 $1,000.00 0.00 $0.00 250.00 $1,000.00 5.6% Equivalent) 244 Miscellaneous Work LS 1.00 15,000.00 $5,000.00 0.00 $0.00 000 $0.00 0.00 $0.00 00 o TOTAL-SCHEDULE II $301),313.(g)L $6,600.001 $2,250.00 1 $8,850.001 2.T1 Schedule II-Electrical Improvements Base Bid 301 IStructuriJ Concrete Pole Foundations CY 30.60 $1,805.00 $55,233.00 10.00 $18,050,00 0.00 $0.00 10.00 $18,050.00 32.7% 302 Coo"41.5-inch PVC,Trench LF 505.00 $10.78 $5,443.90 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 3-PENDING Page 5 of$ Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY'ESTIMATE NUMBER:"I'hrce(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: July 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (JL) 303 Conduit,2.0-inch PVC,Trench LF 5,255.00 $14.85 $78,036.75 740.00 $10,989.00 0.00 $0.00 740.00 $10,999.00 14.1% 304 Conduit,2.0-inch PVC,Push LF 60.00 $100.00 $6,000.00 60.00 $6,000.00 0.00 ;0.00 60.00 $6,000.00 100.0°e 305 Conduit,2-5-inch PVC,Trench LF 335.00 $19.58 $6,559.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 306 Conduit,2.5-inch PVC,Push LF 95.00 $25.00 $2,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°% 307 Conduit,3.0-inch PVC,Trench LF 55.00 $22.50 $1,237.50 0.00 $0.00 0.00 ;0.00 0.00 $0.00 0.0% 308 Conduit,3.0-inch PVC,Push LF 80.00 $30.00 $2,400.00 0.00 $0.00 0.00 $0.00 000 $0.00 0.0% 309 Pull Box,Composite Type 1 EA 11.00 $616.00 $6,776.00 7.00 $4,312.00 0.00 $0.00 7.00 $4,312.00 63.6°a 310 Pull Box,Composite Type 2 EA 16.00 $1,023.00 $16,368.00 0.00 ;0.00 0.00 1000 0.00 $0.00 0.0e/ 311 Pull Box,Composite Type 3 EA 1.00 $1,500.00 $I-rw.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0116 312 Cable,Copper,12c No.14AWG(Signals) LF 1,270.00 $3.74 $4,749.80 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 313 Cable,Copper,7c No.14AWG(Signals) LF 1,305.00 ;2.64 $3,445.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°% 314 Cable,Copper,5c No.14AWG(Signals) LF 665.00 $2.35 $1,562.75 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% 315 Cable,Copper,3c No.14AWG(Orpticom) LF 275.00 $3.08 $847.00 0.00 ;0.00 0.00 ;0.00 0.00 ;0.00 0.0% 316 Conductor,Copper,#6 AWG,Conroller LF 120.00 $2.00 $240.00 0.00 $0.00 0.00 $0.00 0.00 ;0.00 0.0"/ 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1.50 11,867.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"/ 318 Conductor,Copper,#10 AWG,Lighting&Ground LF 21,635.00 $0.72 $15,577.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 319 Cable,Radar Detector IF 650.00 $3.96 $2,574.00 0.00 $0.00 0.00 ;0.00 0.00 $0.00 0.01/ 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45,321.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 1.00 $1,650.00 0.00 $0.00 1.00 $1,650.00 100.0"0 322 Supply&Install Pole Mounted Controller Cabinet EA 4.00 $5,750.00 $23,000.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% 323 Supply&Install Controller Type"P" EA 1.00 $2,750.00 $2,750.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0°1e 324 Supply&Install Trafficware TS2 Controller EA 4.00 $7,250.00 $29,000.00 0.00 ;0.00 0.00 $0.00 0.00 ;0.00 0.0% Su �� P Supply&Install Emergency Preemption Detector 325 EA 1.00 ;2 8G0.00 ;2,860.00 0.00 ;0.00 0.00 ;0.00 0.00 ;0.00 0.0"o System(Model 722) 326 Supply&Install Detector-Radar/Presence EA 4.00 $9,900.00 $39,600.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% 327 Signal Std.Type 1-100 EA 12.00 $825.00 $9.900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Oak Street Improvements-Ferguson Avenue to New Holland Drive Pry App No 3-PENDING Page 6 of s Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15027-04 PAY ESTIMATE NUMBER Three(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules I,11,and If I SUBMITTED BY:ISIME Construction DATE PREPARED: July 23,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT %OF BID 328 Signal Std.w/30-foot Mast(Type 3A) EA 3.00 $10,000.00 $30,000.00 0,00 $0.00 0.00 $0.00 0.00 $0.00 0.00.'0 329 Signal Std.w/35-foot Mast(Type 3A) EA 6.00 $10,560.00 $63,360.00 0.00 $0.00 0.00 $0.00 0.00 1000 0.0°e 330 Sign!Std.w/40-foot Mast(Type 3A) EA 2.00 $15,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0,00 $0.00 0.00,/0 331 Signal Std.w/45-foot Mast(Type 3A) EA 1.00 $25,000.00 $25,000.00 0.00 $0.00 0.00 $0.00 0.00 $0 00 0.00,% 332 Light Standud foot Mounting Heigth with 10- EA 15.00 $5,000.00 $75,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 foot Mast Arm 333 Light Standard 40-foot Mounting Heigth with 15- EA 2.00 $7,000.00 $14,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 foot Mast Arm 334 Lu min Assembly LED EA 29.00 $500.00 $14,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/. 335 12"x12"x12"Traffic Signal Ind. EA 800 $1,540.00 $12,320.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"/ 336 12"x12"xl2"HAWK Signal Indications EA 24.00 $1,870.00 $44,880.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 337 Mast Arm Astro Brackets EA 6.00 $250.00 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 338 Pedestrian Signal Ind.12-inch Symbols(Count EA 24.00 $1,485.00 $35,640.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Down) 339 Pedestrian Push Buttons-Tactile EA 24.00 $2,090.00 $50,160.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 340 Type"C"Service Assembly LS 4.00 $5,315.00 $21,60.00 1.00 $5,315.00 0.00 $0.00 1.00 $5,315.00 25.00.1° 341 Construction Traffic Control LS 1.00 $15,000.00 $15,000.00 0.15 $2,750.00 0.00 $0.00 015 $2,250.00 15.00,46 342 Remove&Salvage Existing Luminaries LS 1.00 $7,500.00 $7,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 343 Miscelhneous Work LS 1.00 $20,000.00 $20,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01jo TOTAL-SCHEDULE III $826 993.90 .G $48,566.00 ? $0.001 W.566.00 5.9% TOTAL PROJECT $3,538,737 90 $552,712.95 $418,155.08 r $970,868.03 Oak Street Improvements-Ferguson Avewe to New Holland Drive Pay App No 3-PENDING Page 7 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Three(3) ESTIMATE PERIOD: 6/25/17 to 7/25/17 CONTRACT FOR:Schedules I,11,and III SUBMITTED BY:ISIME Construction DATE PREPARED: July 25,2017 CONTRACT CONTRACT I THIS ESTIMATE PRIOR ESTIMATES TO DATE I UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID CHANGE ORDERS Change Order No.I C01-1 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 C0I-2 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 C01-3 $0.00 $0.00 f0A0 0.00 $0.00 #DIV/0! CHANGE ORDER TOTALS $0.00 ` $0.00 F $0.00 :' _ $0.00 #DIV/0! REVISED CONTRACT $3,538,737.90 $552,712.95 1 $418,155.08 1 $970,868.03 1 27.4% LESS TEST FAILURE DEDUCTIONS $0 00 0.00 $0.00 0.00 $0.00 0.00 $0.00 LESS LIQUIDATED DAMAGES $0.00 000 $0.00 0.00 $0 00 0.00 $0.00 TOTAL DEDUCTIONS $0.00 $000 $0.00 TOTAL ADVANCED MATERIALS RECEIVED $25,575.15 LESS USED ON CONTRACT $0.00 MATERIALS ON HAND NOT USED $25,575.15 WORK COMPLETED TO DATE $970,868.03 OTAL WORK AND MATERIALS $996,443.18 CONTRACT TIME NO START J STOP DATES LESS DEDUCTIONS $0.00 +or-Change Order 0 START OTAL $996,443.18 Total Contract Time 120 STOP LESS RETAINAGE (Either 5%or Punchlist Value) $49,822.16 Less Used 78 WEATHER DAYS 0 Total Days Remaining 42 ESTIMATED END Percent Of Time Used 65% SUBST.CMPLTE. OTAL 13ARNED TO DATE(INC L 1%STATE TAX) $946,621.02 I Hereby Ce These Quantities And Times To Be True And Correct: LESS PREVIOUS PAYMENTS(INCL.1%STATE TAIL) $397,247.33 ERSON STEWART SIME CONSTRUCTION TOTAL THIS ESTIMATE(INCL,1/o STATE TAX) $5,49373.69 p Q �r ESS 1%MONTANA TAX attm DATE Signature DATE PCTAL DUE CONTRACTOR THIS ESTIMATE C 0. V�a Gt(.( $Sa9,373.69 mrced Narne: Danielle R.Scharf. PE ud Name: APPROVED FOR PAYMENT FLANDERS MILL Prepared By: HAV DATE: Oak Street Improvements-Ferguson Aveow to New Holland Drive Pay App No 3-PENDING Peg.8 of 8 MONTANA LINES, INC. &=M n.MT_I OrW Faa,MT July 25, 2017 Erica Mineau Sime Construction 190 Ramshom Dr. Bozeman, MT 59718 RE: Oak St Improvements-Ferguson Ave to New Holland Dr Bozeman PO#17-506-01 Dear Erica, Please include this request for Materials in Storage in the next pay estimate. The materials listed on the attached schedule are manufactured end products that meet the Contract requirements. The materials are being stored at our yard in Great Falls until incorporation into the project. I have enclosed a copy of the invoice for the materials for the highlighted items. Invoices for the other items were Included in my previous request(s). If you have any questions, please.cAR.me. Sincerely, �Gr3 Jodie L Tooley Office,:Manager Enclosures MATERIALS IN STORAGE 1707 Oak St Ferg to New Holland-Bozeman PO# 17-506-01 AS OF 25-Jul-17 BID EST UNIT OF INVOICE ITEM DESCRIPTION OTY MEASURE PRICE EXTENSION 616783006 Pull Box, Composite Type 1 8 EA 114.44 $915.52 616763007 Pull Box, Composite Type 2 14 EA 143.33 $2,006.62 617183054 Light Standard 40-foot Mounting Heigth with 10-foo ANCHOR BOLTS 60 EA 21.45 $1,287.00 WATERTIGHT HEB-AW-RLC-A 40 EA 20.02 $800.80 WATERTIGHT HEB-AW-RLC-B 14 EA 25.35 $354.90 617183056 Light Standard 40 foot Mounting Heigth with 15-foo ANCHOR BOLTS 8 EA 21.45 $171.60 WATERTIGHT HEB-AW-RLC-A 4 EA 20.02 $80.08 WATERTIGHT HEB AW-RLC-B 4 EA 25.35 $101.40 617673100 Signal Std. Type 1-100 4.0 RMC 120 LF 16.24 $1,948.80 PELCO AL POLE BASE 12 EA 144.654 $1.735.84 ANCHOR BOLTS 48 EA 8.4789 $406.99 TOTAL MATERIALS IN STORAGE $25,575.15 Invoice Advanced Traffic Ptvdtxeb Pages 1 1122 Lmbwuy Street Invoice No: 0000018695 Bddww9szo3 g A EVOM OrdwNo: 0000017876 re�t, (425)347-6209 Invoke DOW 7M=17 MonAna11W TUC Montana Linea Inc 2800 Upper River Rd 2900 Upper River Rd Great Falls,MT 59405 USA (Treat Falls,MT 59405 USA POD boon Best way 1707-02 0710712017 Not 30 Days POP 1707-02/Oak Str+ a lMwovemW EN43BNI-G 24.00 I Each 24.00 j a 388. 9j26.40 EZ COMM4 WimS X 7 Gmen Spx.Voioy I PHCU4w 24.00 , Each 24.00 a 229. 5,sos.60 PHCU Pad Head Control Unit 4 wine 850-299-25 24.00 Bach 24.00 ; 0.0 38.90 933.60 25'Intwoonnect Cable - - - - ------------ --�-- ----- LAST rEM ------------ ------ - ----------- LIPS:1Zo6Pg4743A16a7"2 i Sales TOW 15,765.60 Shipping&Handling 0.00 Anal 0.00 Thde Dinumt 0.00 Lou PaW Amousi 0.00 Cwo - Jodie or Becky 15.765.60 MEMORANDUM September 7, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 110 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of. Oak Ferguson Intersection, Arterial and Collector District- $ 16,578.31 Oak Ferguson Intersection, Street Impact Fees - $ 53,218.61 Oak Street Corridor, Arterial and Collector District- $ 135,897.56 Oak Street Corridor, Street Impact Fees - $ 135,897.56 Oak/Davis Intersection, Arterial and Collector District- $ 69,431.70 Oak/Davis Intersection, Street Impact Fees - $ 264,632.18 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 8/30/2017 110 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O.Number Terms Rep Ship Via F.O.B. Project 8/30/2017 Quantity Item Code Description Price Each Amount Oak Street Improvements Surface Utility Imp... Schedule I Surface&Utility Improvements 636,695.13 636,695.13 Signage&Striping... Schedule II Signage&Striping Improvements 8,750.00 8,750.00 Electrical Improve... Schedule III Electrical Improvements Base Bid 38,203.99 38,203.99 Materials Materials on Hand 27,567.63 27,567.63 Retainage Retainage Held -35,560.84 -35,560.84 Total $675,655.91 Oak Street Improvements-Ferguson to New Holland Drive PROJECT O W N E R:lFlandets Mill PROGRESS PAYMENT Sanderson Stewart:Project No. 15022.04 PAY ESTIMATE NUMBER Four(4) ESTIMATE PERIOD: 7/25/17 to 8/25/17 CONTRACT FOR:Schedules 1,Il,and II I SUBMITTED BY:ISIME Construction DATE PREPARED: August 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE I UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT %OF BID (X) Schedule I-Surface&Utility Improvements Base bid 101 Njobiibation and Insurance LS 1.00 $145,000.00 $145,000.00 0.15 $21,750.00 0.50 $72,500.00 0.65 $94,250.00 65.0% 102 Stormwater Management and Erosion Control LS 1.00 $15,000.00 $15,000.00 0.15 52,250.00 0.50 $7,500.00 0.65 $9,750.00 65.0% 103 Traffic Control During Construction IS 1.00 $25,000.00 $Z5,000.00 0.15 $3,750.00 0.55 $13,750.00 0.70 $17,500.00 70.01/o 104 Exploratory Excavation HR 10.00 $350.00 $3,500.00 9.50 $3,325.00 0.50 $175.00 10.00 $3,500.00 100.0% X 105 Cleat and Grub LS 1.00 $6,500.00 $6,500.00 0.00 $0.00 1.00 $6,500.00 1.00 16,500.00 100.0% X 106 Remove and Stockpile Topsoil. CY 7,007.00 $3.00 $21,021.00 0.00 $0.00 7,007.00 $21,021.00 7,007.00 $21,021.00 100.0% X 107 Sawcut and Remove Existing Asphalt SY 4,294.00 $4.50 $19,323.00 4,854.00 $21,843.00 446.00 $2,007.00 5,300.00 $23,850.00 123.41/o X 108 Remove and Dispose of Existing Curb and Gutter LF 3,005.00 $1.00 $3,005.00 2,409.00 $2,409.00 626.00 $626.00 3,035.00 13,035.00 101.0% X 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 2,344.00 $2,344.00 430.00 $430.00 2,774.00 $2,774.00 100.0% X Ito Remove and Dispose of Existing Concrete SF 230.00 $1.00 $230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Driveway 111 Remove 2 portion of N Yellowstone Ave IS 1.00 $2,500.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 100.0%. X Handicap Ramp and Replace Curb to Full Height 112 Remove a Portion of Meagher Ave Handicap IS 1.00 $2,500.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 100.0% X Ramp and Replace Curb to Full Height 113 Relocate Existing Fire Hydrant EA 2.00 $4,000.00 $8,000.00 0.00 $0.00 1.00 $4,000.00 1.00 14,000.00 50.01/a 114 Remove 36-inch RCP FES and Install New 60-inch IS 1.00 $6,500.00 $6,500.00 0.00 $0.00 1.00 $6,500.00 1.00 $6,500.00 100.01/6 X Storm Manhole gvIHA) 115 36-inch RCP Storm Drain Pipe LF 72-00 $111.00 $7,992.00 0.00 $0.00 72.00 $7,992.00 72.00 $7,992.00 100.0% X 116 36-inch RCP Storm Drain FES EA 1.00 $898.00 $888.00 0.00 $0.00 1.00 $888.00 1.00 $888.00 100.01/1 X 117 Remove 43.75-inch x 26.63-inch FES and Connect RA 2.00 $750.00 $1,500.00 0.00 $0,00 2.00 $1,500.00 100 $1,500.00 100.0% X to new Arch Pipe 118 43.75-mch x 26.63-inch RCP Storm Drain Arch LF 568.00 $150.00 $85,00.00 0.00 $0.00 568.00 $95,200.00 568.00 $85,200.00 100.0% X Pipe 119 43.75-inch x 26.63-inch RCP Storm Drain Arch EA 2-00 $1,200.00 $2,400.00 0.00 $0.00 2.00 $2,400.00 Zoo $2,400.00 100.0% X FPS Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-inch RCP to IS 1.00 $2,500.00 $2,500.00 1.00 $2,500.00 0.00 S0.00 1.00 $2,5o0.00 100.0% X Existing Davis Storm Drain Manhole Box 121 48-inch RCP Storm Drain Pipe LF 197.00 $225.00 $44 325.00 197.00 $44,325.00 0.00 $0.00 197.00 $44,325.00 100.0"/6 X 122 48-Loch RCP Storm Drain FES EA 1.00 $1,800.00 $1,800.00 1.00 $1,800.00 0.00 $0.00 1.00 $1,800.00 100.0% X Oak Street improvements-Falpaion Aveme to Nov Holland Dive Pay App No 4-PENDING Page 1 of x Oak Stint Impaoveasents-Fergtuoa to New Holland Drive PROJECT OWNER:jF1andersMW PROGRESS PAYMENT Sanderson Stewart Pmpa No.L5022A4 PAY ESTIMATE NUMBER IFour 1(4) ESTIMATE PERIOD: 7/25/17 to 8%2S%17 CONTRACT FOR Scheduler I,II,and III SUBMITTED BY: SIME Construction DATE PREPARED: August 25,2917 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OP BID (X) 123 Removc Existing 48-inch Storm Drain Manhole IS 1.00 $500.00 5500.00 1.00 $500.00 0.00 $0.00 100 Station 51+18 $500.00 100.0% X 124 New 48-inch Storm Drain Manhole(MM) EA 1.00 $5,000,00 $5,000.00 1.00 $5,000.00 0.00 $0.00 100 $5,000.00 100.0% X 125 Double Storm Drain Curb Inlet EA 7.00 $4,000.00 $28,000.00 1.00 $4,000.00 6.00 $24,000.00 7.00 $28,000.00 100.0% X 126 Single Storm Draina Curb Inlet EA 4.00 $2,850.00 $11,400.00 2.00 $5,700.00 2.00 $5,700.00 4.00 $11,400.00 100.00/6 X 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1.00 $1,000.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Station 32+25 128 18-inch RCP Storm Drain Pipe LF 136.00 $35.00 $4,760.00 26.00 $910.00 64,00 $2,240.00 90.00 $3,150.00 66.2% 129 15-inch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 86.00 $2,838.00 274.00 $9,042.00 360.00 $11,890.00 100.0% X 130 15-inch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14,223.00 162.00 $5,346.00 269.00 $8,877.00 431.00 314,223.00 100.0% X 131 12-inch RCP Storm Drain Pipe LF 74.00 $30.00 $2,2W.00 348.00 $10,440.00 112.00 $3,360.00 460.00 $13,800.00 621.6% X 132 12-inch RCP or PVC Storm Drain Pipe LF 321.00 $30.00 $9,630.00 145.00 $4,350.00 165.00 $4,950.00 310.00 $9,300.00 96.6% 133 18-inch RCP FETS EA 3.00 $280.00 $840.00 0.00 $0-00 2.00 $560.00 2.00 $560.00 66.7% 134 15-inch RCP FETS EA 6.00 $264.00 $1,594.00 1.00 $264.00 5.00 $1,320.00 6.00 $1,594.00 100.0% X 135 12-inch RCP FETS EA 2.00 $240.00 $480.00 1.00 f240.00 1.00 $240.00 2.00 $480.00 100.0% X Locate End of Existing IS-inch culvert and 136 Connect to New 15-inch RCP Culvert with LS 1.00 $1,500.00 $1,500.00 1.00 $1,500.00 0.00 $0.00 1.00 $1,500.00 100.0% X Concrete Collar 137 Unclassified Excavation CY 8,655.00 $3.00 $25,965.00 0.00 $0.00 8,655.00 $25,965.00 8,655.00 $25,965.00 100.0% X 138 Ferguson Pond Excavation and Grading IS 1.00 $4,000.00 $4,000.00 1.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 100.0% X 139 Imported Fill CY 11,983.00 $16.00 $191,729.00 0.00 $0.00 11,993.00 $191,728.00 11,983.00 $191,728.00 100.0% X Geosynthetic Reinforcement Fabric(Muafi 380i or 140 SY 21,398.00 $6.50 $139,087.00 509.00 $3,308.50 11,736.00 f76?A4.00 12 245.00 ;79 592.50 57.2% approved equal at locations directed by Engineer) 141 18-inch Thick 3-inch Minus Subbase (extends 9- SY 21,398 00 $11.00 $235,378.00 9,931.00 $109,241.00 11,467.00 $126,137.00 21,398.00 f235,378.00 100.01/6 X utchcs behind curb) 142 ('inch Thick 1 1/2-inch Minus Crashed Base SY 21,398.00 $4.05 186,661.90 13,129.00 $53,172.45 7,269.00 $29,439.45 20,398.00 $82,611.90 95.3% Course(extends 9-inches behind curb) 143 4-inch Asphalt Paving(2lifts) SY 16,175.00 $18.18 $294,061.50 4,091.00 $74,374.38 321.00 $5,835.78 4,412.00 $80,210.16 27.3% 144 2-5-inch Asphalt Path SY 2,798.00 111.35 $31,757.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Oak Street Improvements-Fcgpn a Avernw to NmHollmd Drive Pay App No 4-POWING Page 2&x Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Fhuadcrs MM PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER Four Q4) ESTIMATE PERIOD: 7/25/17 to 8/25/17 CONTRACT FOR:Schedules I,11,and III SUBMITTED BY:JStME Consauction DATE PREPARED: August 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 9-inch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend 1-foot SY 3,357.00 $6.90 $23,163.30 0.00 $0.00 0.00 $0.00 000 $0.00 0.0% beyond edge of asphalt) 146 6-inch Fiber Reinforced Concrete Flatwork with 3- SF 18,5W.00 $5.40 $99,900.00 1,152.00 $6,220.80 2,06200 $11,134.80 3,214.00 $17,355.60 17.4% inches of base(included Handicap Ramps) 147 Pedestrian Pathway Through Median Station LS 1.00 $2,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 33+00 148 Pedestrian Pathway Through Median Stations EA 2.00 $2,000.00 $4,000.00 2.00 $4,000.00 0.00 $0.00 2.00 34,000.00 100.0% X 38+70 and 44+10 149 Truncated Dome Panel SF 620.00 $400.00 $248,000.00 60.00 $24,000.00 200.00 $80,000.00 260.00 $104,000.00 41.90/6 150 9-inch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.00 $58,815.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 (mrludes 6-inches of base) 151 Concrete Curb and Gutter LF 5,606.00 $14.00 $78,484.00 1,416.00 $19,824.00 4,225.00 $59,150.00 5,641.00 $79,974.00 100.6% X 152 Roundabout Mountable Curb LF 291.00 $20.00 $5,820.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 183.00 $3,660.00 0.00 $0.00 183.00 $3,660.00 100.0?16 X 154 Median Concrete Spill Curb LF 4,920.00 $20.00 $98,400.00 4,720.00 $94,400.00 0.00 $0.00 4,72000 $94,400.00 95.90/0 155 Median Type A Curb LF 1,280.00 $20.00 $25,600.00 0.00 $0.00 0.00 $0-00 0.00 $0.00 0.0% 156 3-inch Concrete Median Paving(includes 3-inches SF 13,680.00 $430 $61,560.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% of base) 157 Adjust Water Valve EA 8.00 $500.00 $4,000.00 3.00 $1,500.00 4.00 $2,000.00 7.00 $3,5M,00 87.5% 158 Adjust Existing Manhole to Grade EA 10.00 $500.00 $5,000.00 0.00 $0.00 3.00 $1,500.00 3.00 $1,5W.00 30.0% 159 1.3-foot Manhole Barrel Section EA 2.00 $1,500.00 $3,000.00 2.00 $3,000.00 0.00 $0 00 2.00 $3,000.00 100.0% X 160 27-foo:Manhole Barrel Section EA 2.00 $2,000.00 $4,000.00 3.00 $6,000.00 0.00 $0.00 3.00 $6,000.00 150.0% X 161 4.0-foot Manhole Barrel Section EA 2.00 $2,500.00 55,000.00 0.00 $0.00 0.00 $0.00 000 $0.00 0.0e/ 162 Installation of Existing Barrel Section EA 2.00 $1,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 163 1 1/2-inch Minus Crushed Base Course Blended at CY 9.00 $50.00 $450.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 Yellowstone Ave.Park Approach and Park Path 164 Class I Rip Rap CY 098.00 $45.00 $62,910.00 1,298.00 $58,410.00 100.00 $4,500.00 1,398.00 $62,910.00 100.0% X 165 Replace Topsoil CY 5,000.00 $5.00 $25,000.00 2,000.00 $10,000.00 1,300.00 $6,500.00 3,300.00 $16,500.00 66.0% 166 Re-seed Embankment Boulevard,Median and LS 1.00 $10,000.00 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 Disturbed Areas Oak Street ItnprovemarLs-Ferguson Avenue to Nm Holland Drive Pay App No 4-PENDING Page 3 of 9 Oak Street Improvements-Feguson to New HoU=W Dme I PROJECT OWNER: Flaeders Min PROGRESS PAYMENT Sanderson Stewart Project No.1502204 I PAY ESTIMATE NUMBER:.Four(4) ESTIMATE PERIOD: 7/25/17 to 8/26/17 CONTRACT FOR:Schedules I,H.and III I SUBMITTED BY: SIME Construction DATE PREPARED: Aug-25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 167 Haul-off Excess Topsoil CY 2,007.00 $5.00 $10,035.00 1,300.00 $6,500.00 0.00 $0.00 1,300.00 $6,500.00 64.8% 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 280.00 $9.00 W20.00 300.00 $2,700.00 0.00 $0.00 300.00 $2,700.00 107.1% X 169 Nscellaneotss Work ILS 1.00 $%,000.00 $50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 TOTAL-SCHEDULE I 1 1 $2.402-431.00 iTG'b'IG;I !' $636 695.13 $913,452-03 el550,147.16 64.5% Schedule II-Signage&Striping Improvements Base Bid 201 Rcrnovc Existing Sign and Post EA 36.00 $250.00 $91000.00 33.00 $8,250.00 3.00 $750.00 36.00 $9,000.00 100.00/0 X 202 Remove Single Sign Face from Existing Post EA 2.00 $250.00 $500.00 2.00 $500.00 0.00 $0.00 2.00 1500.00 100.00/. X 203 Reset Existing Custom Park Sign EA 1.00 $1,500.00 $1,500.00 0.00 $0.00 1.00 $1,500.00 1.00 11,500.00 100.0% X 204 Relocate Existing Sign to New Luminaire EA 1.00 $350.00 $350.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 205 Relocate Existing Sign with New Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 206 New OM4-2 Sign with Post EA 14.00 $550.00 $7,700.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 207 New 0M4-2/W1-6 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 208 New OM4-2/W1-7 Sign Cluster with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00/0 209 New 0144-2/1111-2 Sip Cluster with Post EA 4.0 $550.00 $2,00.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 210 New R3-5 Sign on Signal Mast EA M $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 211 New D3-1 Sign on Signal Mast EA 4.00 1250.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/6 212 New R4-7 Sign with Post FA 5.00 $550.00 $2,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 213 New R4-4 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 100.0% X 215 New R3-17/R7-1 Sign Ouster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/6 216 New R7-1 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 217 New R3-17 Sign and Re-use R7-1 Sign on Existing EA 2.00 $450.00 $900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0%Post 218 New(2)D3-1/(2)D3-1/R4-7 Sign Cluster with Post EA 4.00 $650.00 $2,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.09/6 219 New RI-5 Sign with Post EA 8.00 $550.00 $4,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 220 Rccmngular Rapid Flash Beacon with New W11- EA 4.00 $5,750.00 123,000.00 0.00 $0.00 0.00 15/W16-7P Sign Cluster $0.00 0.00 $0.00 0.0% 221 New(2)D3-1/(2)D3-1 Sign Cluster and Re-use R1- E_, 3.00 $625.00 $1,875.00 0.00 $0.00 0.00 I Sign with Post $0.00 0.00 $0.00 0.00/0 Oak Street lmpmvemmta-Ferguson Avenue to New HeUmd hive Pay App No 4-PENDING Page 4 of 8 Oak Street Improvcmcats-Ferguson to New Hound Drive P R O J E C T OWNER:lFlandcr5mm PROGRESS P A Y M E N T Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:I Fo.a(4) ESTIMATE PERIOD: 7/25/17 to 8/2S/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Coustnwtion DATE PREPARED: August 25,2017 CONTRACT C O N T R A C T THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID ()C) 222 Neu,(2)D3-1/(2)D3-1/Rl-I Sign Cluster with Post EA 2.00 $650.00 $1,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 22.3 Nt Wll-2/W16-7PSignClusterwithPost EA 8.00 5600.00 $4,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/0 224 lieu-W4-2 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 225 N eu W20-5 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 226 New W2-6/W13-1 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.0% 227 New R3-8 Sign Cluster with Posts EA 6.00 $550.00 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"o 228 New D11-1/M6-2 Sign Cluster onLuminaire EA M $450.00 $3.600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% New W11-2/W16-7P Sign Cluster on HAWK 229 Signal Pole EA 8.00 j3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 230 New RIO-23 Sign on HAWK Signal Mast EA 1600 $450.00 V A0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 231 New(2)D3-1/R1-2 Sign Cluster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 232 New D11-1/MS-2 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 233 New DI 1-1/M6-2 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 234 New R2-1 Sign with Post EA 2.00 3550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 0 235 New R64 Sign with Post EA 4.00 $550.00 $2,W0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 236 New R9-11 Sign with Post EA $500.00 $500.00 0.00 $0.00 0.00 $0,00 0.00 $0.00 0.0% 237 New White Flexible Surface-Mount Delineators EA 35.00 $350.00 $12,7-50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 238 New Yellow Flexible Surface-Mount Delineators EA 32.00 $350.00 $11,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 239 Epoxy Traffic Markings(White) GL 45.00 $25000 $11,2-%.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.0% 240 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 0.00 $0.00 0.00 $0,00 0.00 $0.00 0.0% 241 Thermoplastics(White) SF 4,944-00 $30.00 $148,320.00 0.00 $0.00 170.00 $5,100.00 170.00 $5,100.00 3.41/o 242 Curb Epoxy(Yellow) GL 9.00 $250.00 S2X%00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Pavement Marking Obliteration(4-in Stripe LF 243 Equivalent) 4,492.00 j4.00 $17,968.00 0.00 j0.00 250.00 j1,000.00 250.00 j1,000.00 5.6°./o 244 Miscellancou,Work LS 1.00 15,000.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% TOTA_-SCNED1)LE iI 111 i'i''! $309.313.00 $8,750.00 i'!!I i'ii'i'i'!'il!i°r,', SF xS)i)o S,_ ,ru D0 5.-0 Schedule III-Electrical Improvements Base Bid 301 Structural Concrete Pole Foundations CY 30.60 11,905.00 $55,233.00 2.44 $4,404.20 10.00 $18,050.00 12.44 $22,454.20 40.7% Oak Street Improvements-Ferguson Avenue to New Holland Drive Pry App No 4-PENDING Page 5 of 8 Oak Stzeet Improvements-Ferguson to New Hotland Drive P R O J E C T OWNER: 1171andets Mill PROGRESS PAYMENT Sanderson Stewart Project No.1Wn84 PAY ESTIMATE NUMBER:;Pour(4) ESTIMATE PERIOD: 7/25/17 to 8/25/17 CONTRACT FOR:Schedules I,U,and III SUBMITTED BY:ISIME Cow&uction DATE PREPARED: August 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 302 Conduit,l.5-inch PVC,Trench LF 505.00 $10.78 $5,443.90 253.00 $2,727.34 0.00 $0.00 253.00 $2,727.34 50.1% 303 Conduit,2.04nch PVC,Trench LF 5,255.00 $14.85 $78,036.75 717.00 $10,647.45 740.00 $10,989.00 1,457.00 $21,636.45 27.7°o 304 Conduit,2.0-inch PVC,Push LF 60.00 $100.00 $6,000.00 0.00 $0.00 60.00 $6,000.00 60.00 $6,000.00 100.0% X 305 Conduit,2-5-inch PVC,Trench LF 335.00 $19.58 $6,559.30 325.00 $6,363.50 0.00 $0.00 325.00 $6,363.50 97.Oo/a 306 Conduit,25-inch PVC,Push LF 95.00 $25.00 $2 375.00 80.00 $2,000.00 0.00 $0.00 80.00 $2,000,00 84.2% 307 Conduit,3.0-inch PVC,Trench LF 55.00 $2250 $IA7.50 65.00 $1,462.50 0.00 $0.00 65.00 $1,462.50 118.2°o X 308 Conduit,3.0-inch PVC,Push LF 80.00 $30.00 $2,400.00 76.00 $2,280.00 0.00 $0.00 76.00 $2,280.00 95.09/o 309 Pull Boa,Composite Type 1 EA 11.00 $616.00 $6,776.00 0.00 $0.00 7.00 $4,312.00 7.00 $4,312.00 63.6% 310 Pull Box,Composite Type 2 EA 16.00 $1,023.00 $16,368.00 3.00 $3,069.00 0.00 $0.00 3.00 $3,069.00 18.8% 311 Pull Box,Composite Type 3 EA 1.00 $1,500.00 $1,500.00 1.00 $1,500.00 0.00 $0.00 1.00 $1,500.00 100.0% X 312 Cable,Copper,12c No.14AWG(Signals) LF 1,270.00 $3.74 $4,749.80 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 313 Cable,Copper,7c No.14AWG(Signals) LF 1,305.00 $2.64 $3,445.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 314 Cable,Copper,Sc No.14AWG(Signals) LF 665.00 $2.35 $1,562.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 315 Cable,Copper,3c No.14AWG(Ctpticom) LF 275.00 $3.08 $847.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 316 Conducmr,Copper,#6 AWG,Contoller LF 120.00 $2.00 $240.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1.50 $1,867.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 318 Conductor'Copper,#10 AWG,Lighting& LF 21,635.00 $0.72 $15,577.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Ground 319 Cable,Radar Detector LF 650.00 $3.96 $2,574.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0',0 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45,321.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 0.00 $0.00 1.00 $1,650.00 1.00 $1,650.00 100.0% X 322 Supply&Install Pole Mounted Controller Cabinet EA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 323 Supply&Install Controller Type"P" EA 1.00 $2,750.00 $2,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 324 Supply&Install Trafficware TS2 Controller EA 4.00 $7,250.00 $29,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 325 Supply&Install Emergency Preemption Detector EA 1.00 $2,860.00 $2,860.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/0 System(Model 722) 326 Supply&Install Detector-Radar/Presence EA 4.00 $9,900.00 $39,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.08/6 Oak Surat lmprovemens-Faguws Avenue to New Holland Drive Pay App No 4-PENDING Page 6 of 9 NT Oak Street Improvements-Ferguson to New Hotkand Drive PROJECT OWNER: Ftaodcra Mill ESTIMATE PERIOD 7/2 PROGRESS PAYMENT to 8/25/17 rs Sandeon Stewart Project No. 15022.04 PAY ESTIMATE NUMBER: Four(4) CONTRACT FOR:Schedules I,I t,and III SUBMITTED BY: SIME Construction DATE PREPARED: August 25,2017 CONTRACT THIS ESTIMATE PRIOR ESTIMATES T O DATE UNIT CONTRACT CMPLTE U ITEM DESCRIPTION NIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID t Signal Std.Type DES EA 12.00 $825.00 $9,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o 3E EA 3.00 $10.000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 328 Signal Std.w/30-foot Mast(Type 3A) 329 Signal Std.w/35-foot Mast(Type 3A} EA 6.00 $10,560.00 $63,360.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 330 Signal Std.w/40-foot Mast(Type 3A) EA 2.00 f 15,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 ;0.00 0.0% EA 1.00 ;25,000.00 f25,0� 0.0%-00 0.00 ;0.00 0.00 ;0.00 0.00 $0.00 0.0 331 Signal Std.w/45-foot Mast(Type 3A) Light Standard 40-foot Mounting Heigth with 10- I5.00 ;5,000.00 ;75,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 332 foot Mast Arm Light Standard 40-foot Mounting Heigth'With 15- EA 2-00 $7,000.00 $14,000.00 0.00 $0.00 0.00 f0.00 000 $0.00 0.00/0 333 foot Mast Arm 334 Lumtnauc Assembly LED EA 29.00 ;500.00 ;14,500.00 0.00 f0-00 0.00 $0.00 0.00 $0.00 0.0% 335 ]2"xi2"x12"Traffic Signal led EA 8.00 ;1,540.00 ;12,320.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0%EA 24.00 $1,870.00 $44,880.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 336 12"r 12"x 12"HAWK Signal Indications EA 6.00 ;250.00 ;1,500.00 0.00 ;0.00 0.00 $0.00 0.00 $0.00 0.0% 337 Mast Arm Astro Brackets I'cdesman Signal Ind.12-inch Symbols(Count EA 24.00 $1,485.00 $35,640.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 338 Down) 339 Pedestrian Push Buttons-Tactile EA 2400 f2,090.00 ;50,160.00 0.00 f0.00 0.00 ;0.00 0.00 ;0.00 0.0% 340 Type"C"Service Assembly LS 4.00 ;5,315.00 ;21,260.00 000 KI.00 1.00 f5,315.00 1.00 f5,315.00 25.0% 341 Consu-ucuon Traffic Control IS 1.00 $15,000.00 $15,000-00 0.25 $3,750.00 0.15 f2,250.00 0.40 f6,000.00 0.0% 342 Remove&Salvage Existing]Luminaries IS 1.00 $7,500.00 $7,500.00 0.00 $0.00 0.00 $0.00 0.00 ;0.00 .0°% 343 M:scellan 4-u,Work LS 1.00 $20,000.00 $20,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Lj�TOTAL_-SCHEDULE 111 �53737.W SGG Uri5�i6,7 99 99 TOTAL PROJECT $683649.12 ;970,868.03 f],654,517.15 46.8% Pak Sued improvements-Ferguson Avenue to New Holland Dove Pay App No 4-PENDING Page 7 of 8 Oak Street Improvements-Ferguson to New Holland Dr ve PROJECT OWNER:I Flandem Mill. PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:IFoor(4) ESTIMATE PERIOD: 7/25/17 to S/25/Y! CONTRACT FOR:Schedules I.11,and III SUBMITTED BY:ISIME Construction DATE PREPARED: August 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES T O DATE UNIT CMPLTE ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT' QUANTITY AMOUNT %OF BID (11) CHANGE ORDERS Change Order No,1 C01-1 $0.00 ;0.00 E0.00 0.00 ;0.00 C01-21. S0.00 $0.00 $0.00 0.00 $0.00 C01-3 $0.00 $0.00 $0.00 0.00 $0.00 CHANGE ORDER TOTALS _°1'"a; c id•_ $0.00 f0.00 $0.00 1 $0.00 !� it.i 1I I1I ;1,6M SUAS 46.8%3, 3P. '3?' ;683,649.12 0, 68.03RfiVISED CONTRACT LESS TEST FAILURE DEDUCTIONS $0.00 000 $0.00 0.00 $0.00 0.00 f0 00 LESS LIQUIDATED DAMAGES $0.00 0 00 $0.00 0.00 ;0.00 0.00 s0.00 TOTAL DEDUCTIONS "!!yi. +!!il $0.00 1i lIimq°1 I°1' : !I1 i, 50.00 ilililll f0.00 OTAI_ADVANCED MATERIALS RECEIVED $53,142.78 S USED ON CONTRACT $0.00 TERIALS ON HAND NOT USED $53 142.78 OR%COMPLETED TO DATE $1,654,517.15 OTAL WORK AND MATERIALS $1,707,659.93 C O N T R A C T T I M E START STOP DATES LESS DEDUCTIONS $0.00 +or-Change Order 0 S T A R T �170TAL $% 07,559 93 Total Contract Time 0 STOP LESS RETAINAGE (Either 5a/a or Punchlist Value) $85,383.00 Less Used 0 WEATHER DAYS 0 Total Days Remaining 0 ESTIMATED END ercent Of Time Used VUBST.CMPLTE. TOTAL EARNED TO DATE(INCL.P/s STATE TAX) $1,622 276.93 I 1 HcrcbN-CcrtiR-These Quentitirs And Timc<To Be Trvc And Correct LESS PREVIOUS PAYMENTS(1 NCI-1%STATE TAX) $946 521 02 'DERSON STEWART SJME CONSTRUCTION TOTAL THIS ESTIMATE(INCL 1%STATE TAX) $675,555.91 �sr~- 9/6/17 f r�l ) 4�6I 1 LESS I,.MONTANA TAR We DA7E Signature DATE Er�'caM, nea.L1, OTAL DUE CONTRACTOR THIS ESTIMATE $67= :55.9i -tcd Nn, Danielle Scharf, F= -t:d.'- APPROVED FOR PAYMENT FLANDERS MILL Prepared By: HAV DATE: Ode Street Imprwementa-Fergurm Avenue to New Holland(hive Pay App No 4-PENDING Page 9 of S �S� s MEMORANDUM October 6, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 114 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of: Oak Ferguson Intersection, Arterial and Collector District- $ 16,293.63 Oak Ferguson Intersection, Street Impact Fees - $ 65,174.53 Oak Street Corridor, Arterial and Collector District- $ 78,740.25 Oak Street Corridor, Street Impact Fees - $ 78,740.25 Oak/Davis Intersection, Arterial and Collector District- $ 75,196.33 Oak/Davis Intersection, Street Impact Fees - $ 300,785.32 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 9/28/2017 114 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,NIT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 9/28/2017 Quantity Item Code Description Price Each Amount Oak Street Ferguson to New Holland Draw 5 Surface Utility Imp... Schedule I Surface&Utility Improvements 438,184.60 438,184.60 Signage&Striping... Schedule II Signage&Striping Improvements 46,310.00 46,310.00 Electrical Improve... Schedule III Electrical Improvements Base Bid 162,800.46 162,800.46 Retainage Retainage Held -32,364.75 -32,364.75 Total $614,930.31 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER:lFlandersMill PROGRESS PAYMENT Sandemoo Stewart Project No.15022.04 PAY ESTIMATE NUMBER Five(5) ESTIMATE PERIOD: 8/25/17 to 9/25/17 CONTRACT FOR:Schedules 1,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNrI' QUANTITY UNIT PRICE AMOUNT' QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID Schedule I-Surface&Utility Improvements Base bid 101 Mobilization and Insurance LS 1.00 $145,000.00 $145,000.00 0.15 $21,750.00 0.65 $94,750.00 0.80 $116,000.00 80.0"o 102 Stotmwater Management and Erosion Control IS 1.00 $15,000.00 $15,000.00 0.15 $2.250.00 0.65 $9,750.00 0.80 $12,000.00 80.0"° 103 Traffic Control During Construction IS 1.00 $25,000.00 $25,000.00 0.10 $2,500.00 0.70 $17500.00 0.80 $20,000.00 80.000 104 Expkmtory Excavation HR 10.00 $350.00 $3,500.00 0.00 $0.00 10.00 $3,500.00 10.00 $3,500.00 100.0°o X 105 (:leer and Grub LS 1.00 $6,500.00 $6,500.00 0.00 $0.00 1.00 $6300.00 1.00 $6,500.00 100.0'. X 106 Remove and Stockpile Topsoil CY 7,007.00 $3.00 $21,021.00 0.00 $0.00 7,007.00 $21,021.00 7,007.00 $21,021.00 100.0°n X 107 Sawcut and Remove Existing Asphalt SY 4,294.00 $4.50 $19323.00 0.00 $0.00 5,300.00 $73,850.00 5,300.00 $23,850.00 123.4°. X 108 Remove and Dispose of Existing Curb and Gutter LF 3,005.00 $1.00 $3,005.00 0.00 $0.00 3,035.00 $3,035.00 3,035.00 $3,035.00 101.0°o X 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 144.00 $144.00 2,774.00 $2,774.00 2,918.00 $2,918.00 105.2°e X 110 Remove and Dispose of Existing Concrete SF 230.00 $1.00 5230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0" Driveway 111 Remove a portion of N Yellowstone Ave IS 1.00 $2,500.00 $2,500.00 0.00 $0.00 1.00 82300.00 1.00 52,500.f111 100.0"u X Handicap Ramp and Replace Curb to Full Height 112 Remove a Portion of Meagher Ave Handicap IS 1.00 $2500.00 $2 500.00 0.00 $0.00 1.00 $2,500.00 1.00 $2,500.00 100.0a e X Ramp and Replace Curb to Full Height 113 Relocarc Existing Fire Hydrant EA 2.00 $4,000.00 $8,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 50.0"° X 114 Remove 36•ineh RCP FES and Install New 60-inch M 1.00 $6,500.00 $6,500.00 (1.00) ($6.500.00) 1.00 $6.500.00 0.00 $0.00 0.000 X Storm Manhole(MHA) 115 36-inch RCP Storm Drain Pipe LF 72.00 $111.00 $7,992.00 (72.00) (17,992-00) 7200 $7,992.00 0.00 $0.00 0.0°° X 116 36-inch RCP Storm Drain FES EA 1.00 $W8.00 $888.00 (1.00) (5888.00) 1.00 $888.00 0.00 $0.00 0.0°'e X t 17 Remove 43.75-inch x 26.63-inch FES and Connect EA 2-00 $750.00 $1 SW.00 0.00 $0.00 2.00 $1,500.00 2.00 $1,500.00 100.0°e X to new Arch Pipe 118 43.75-inch x 26.63-inch RCP Storm Drain Arch LF 568.00 $I50.00 $85,200.00 0.00 $0.00 568.00 $85,200.00 568.00 $85,200.00 100.0"o X Npc 119 43.7 5-inch x 26.63-inch RCP Storm Drain Arch EA 200 $1,200.00 $2,400.00 0.00 $0.00 2.00 $2,400.00 2.00 $2,400.00 100.0"c X FES Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-itch RCP to IS 1.00 $2,W.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 1.00 $2,500.00 1000'° X ExntingDavis Storm Drain Manhole Box 121 48-inch RCP Storm Drain Pipe LF 197.00 $225.00 $44325.00 0.00 $0.00 197.00 $44,325.00 197.00 $44325.00 100.0"a X 122 48-inch RCP Storm Drain FES EA 1.00 $1,800.00 $1,800.00 0.00 $0.00 1.00 $1,800.00 1.00 $1,800.00 100.01 e X Oak Saee]mprovemenu-Ferguson Avenue to New Holland Drive Pay App No 5-PENDM Page I of S Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER:IFLanders Mill PROGRESS PAYMENT Sandenon,Stewart Project No.15022.04 PAY ESTIMATE NUMBER Five(5) ESTQYIATSPERIOD: 8/25/17to9/25/17 CONTRACT FOR:Schedules I.II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: Septcmbcr 25,20I7 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT C 4PLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT' QUANTITY AMOUNT %OP BID (X) Remrnve Existing 48-inch Storm Dram Manhole 123 1.00 $500.00 $500.00 0.00 $0.00 1.00 $50O.00 1.00 $500.00 100.0% X St2unn51+18 124 Ne%v 48-inch Strum Drain Manhole(MHB) EA 1.00 $5,000.00 $5,000.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 100.0eb X 125 Double Storm Drain Curb Inlet EA 7.00 $4,000.00 $28,000.00 0.00 $0.00 7.00 $28,000.00 7.00 $28,000.00 100.0". X 126 Single Storm Drains Curb Islet EA 4.00 $2,850.00 $11,400.00 0.00 $0.00 4.00 $11,400.00 4.00 $11,400.00 100.Oe'o X 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1.00 $1,000.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% Station 32+25 128 18-inch RCP Storm Drain Pipe LF 136.00 $35.00 $4.760.00 0.00 $0.00 90.00 $3,150.00 90.00 $3,150.00 66.2°e 129 15-inch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 0.00 $0.00 360.00 $11,8W.00 360.00 $11,880.00 100.0°e X 130 15-inch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14=.00 0.00 $0.00 431.00 $14=.00 431.00 $14=.00 100.0°e X 131 12-inch RCP Storm Drain Pipe LF 74.00 $30.00 $7,220.00 0.00 $0.00 460.00 $13,800.00 460.00 $13,800.00 621.6'o X 132 12-inch RCP or PVC Storm Dram Pipe LF 321.00 $30.00 $9,630.00 26.00 $780.00 310.00 $9.300.00 336.00 $10.080.00 104.7"u X 133 18-mch RCP PETS EA 3.00 $280.00 $840.00 0.00 $0.00 2-00 $560.00 2.00 $560.00 66.7e o 134 15-mch RCP PETS EA 6.00 $264.00 $1,584.00 0.00 $0.00 6.00 $1,584.00 6.00 $1,584.00 100.0e e X 135 12-inch RCP FETS EA 2.00 $240.00 $480.00 0.00 $0.00 2.00 $480.00 2.00 W.00 100.0°e X Locate End of Existing 15-inch culvert and 136 Connect to New 15-inch RCP Culvert kith IS 1.00 $],500.00 $1,5W.00 0.00 $0.00 1.00 $1,500.00 1.00 $1-W.00 100.0°e X Concrete Collar 137 Unclassified Excavation CY 8,655.00 $3.00 $25,965.00 0.00 $0.00 8,655.00 $25,965.00 8,655.00 $25,%5.00 100.W- X 138 Ferguson Pond Excavation and Grading IS 1.00 $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 100.0e e X 139 Imported Fill CY 11,983.00 $16.00 $191,728.00 0.00 $0.00 11,983.00 $191,728.00 11.983.00 $191,728.00 100.0e'e X 140 Gcnsvnthauc Reinforcement Fabric(Mirafl 380i or SY 21,398.00 $6.50 $139,087.00 0.00 $0.00 12,245.00 $79,59250 12,245.00 $79,592.50 57.2% approved equal at locations directed by Engineer) 18-inch Thick 3-inch Minus Subbase (extends 9 141 SY" 21,398.00 ;11.00 $235,378.00 0.00 $0.0021,398.00 $235,378.00 27398.00 $235}78.00 100.00.e X inches behind sub) 142 Cinch Thick l 1/2-inch Mints Crushed Base SY 2098.00 $4.05 $86.661.90 1,000.00 $4,050.00 20,398.00 $82,611.90 21,398.00 $86,661.90 100.01.i X Course(extends 9-inches behind curb) 143 4-inch Asphalt Paving(2lifts) SY 16,175.00 $18.18 $294,06150 0.00 $0.00 4,412.00 $80,210.16 4,412.00 $N,210.16 27.3"o 144 2.5-inch Asphalt Path SY 2,798.00 $11.35 $31,75730 0.00 $0.00 0.00 $0.00 0.00 $0.00 00e Oak Street htprovand%u-Fergttron Avenue to New Holmd Drive Pay App No 5-PENDING Page 2 of S Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders MiB PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Pive(S) ESTIMATE PERIOD: 8/25/17 to 9/25/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UT-M QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT %OF BID 9-inch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend 1-foot Sy 3,357.00 $6.90 $23.163.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.006 beyond edge of asphalt) 146 (-inch Fiber Reinforced Concrete Flam-ork with 3- SF 18,5W.00 $3.40 $99,900.00 15.454.00 $83,451.60 3,214.00 $17,355.60 18,668.00 $100,807.20 100.9°a X inches of base(included Handicap Ramps) Pedestrian Pathway Through Median Station 147 LS 1.00 $2,000.00 $2,000.00000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01 33+000 148 Pedestrian Pathway Through Median Stations EA 2.00 14000.00 $4,000.00 0.00 $0.00 2-00 $4,000.00 2.00 $4,000.00 100.01.e X 38+70 and 44+10 149 Trunated Dome Panel SF 620.00 5400.00 $248,000.00 368.00 $147,200.00 260.00 $104,000.00 628.00 $251,200.00 101.30o X 150 9-inch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.00 $58,815.00 3,921.00 $58,815.00 0.00 $0.00 3,921.00 $58,815.00 1000.o X (mcludes 6-inches of base) 151 Concrete Curb and Gutter LF 5,606.00 $14.00 $78,484.00 0.00 $1.00 5,641.00 $78,974.00 5,641.00 $78,974.00 1000. X 152 Roundabout Mountable Curb LF 291.00 $20.00 $5,820.00 291.00 $5,820.00 0.00 $1.00 291.00 $5,820.00 100.01,o X 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 0.00 $0.00 183.00 $3,660.00 183.00 $3,660.00 100.000 X 154 Median Concrete Spill Curb LF 4.920.00 $20.00 $98,400.00 200.00 $4,000.00 4,720.00 $94,400.00 4,920.00 $98,400.00 100.000 X 155 Nfedtan Type A Curb LF 1280.00 $M.00 $25,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01.o 156 3-inch Concrete Median Paving(mdudes 3-inches SF 13,680.00 $430 $61,SW.00 13,680.00 $61,560.00 0.00 $0.00 13,680.00 $61,560.00 100.00o X of base) 157 Adjust Water Valve EA 8.00 $500.00 $4,000.00 1.00 $500.00 7.00 $3,500.00 8.00 $4,000.00 100.0°a X 158 Adjust Existing Manhole to Grade EA 10.00 $500.00 $5,000.00 7.00 $3,500.00 3.00 $1,500.00 10.00 $5.000.00 100.00 o X 159 1.3-frx,s Manhole Barrel Section EA 2-00 $1,500.00 $3,000.00 0.00 $0.00 2.00 $3,000.00 2.00 $3,000.00 100.00 o X 160 2.7-foot Manhole Barrel Section EA 2.00 $2,000.00 $4,000.00 0.00 $0.00 3.00 $6,000.00 3.00 $6,000.00 1500 n X 161 4.0•foot Manhole Barrel Section EA 200 $2-W.00 $5,000.00 0.00 $0.00 0.00 $1.00 0.00 $0.00 0.01.0 162 Installation of Existing Barrel Section EA 2.00 $1,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $1.00 0.01'o l63 1 1/2-inch Minus Crushed Base Coarse Blended at n. 9,00 $%.00 S450.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.000 1'clloastrme Ave.Park Approach and Park Path 164 Clas<I Rip Rap Cy 1,398.00 $45.00 $62,910.00 0.00 $0.00 1,398.00 $62,910.00 1,398.00 $62,910.00 1000.o X 165 Replace Topsoil Cy 5,000.00 $5.00 $25,000.00 0.00 $0.00 3,300.00 $16,500.00 3,300.00 $16,500.00 66.000 166 Rc-_Iced Embankment Boulevard,Median and LS 1.00 $10,000.00 $10,000.00 0.00 $0.00 0.00 $1.00 0.00 $0.00 0.01. DL'turbcd Areas Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 5-PENDING Page 3 of S Oak Streetlmprovements-FergusontoNewHolUndDrve LPAVES'rIMATE OJECT OWNER: FlandersMM PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 NUMBER Five(5) ESTIMATE PERIOD: 8/25/17 to 9/25/17 CONTRACT FOR Schedules 1,11,and I I I I SUBMITTED BY: SIME Construction DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 167 Haul-off Excess Topsoil Cy 2,007.00 $5.00 $10,035.00 707.00 $3,535.00 1,300.00 $6,500.00 2,007.00 $10,035.00 100.0°o X 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 280.00 $9.00 W20.00 0.00 $0.00 300.00 52,700.00 300.00 $2,700.00 107.1% X 169 Miscellaneous Work I LS 1.00 550,000.00 $N,000.00 1.07 $53,709.00 0.00 50.00 1.07 $53,709.00 107.4% TOTAL-SCHEDULE I $2,4074-1.00 $438,184.601 50.147.16 $1.988 331.76 828°e Schedule II-Signage&Striping Improvements Base Bid 201 Rename Existing Sign and Post EA 36.00 VM.00 $9,000.00 0.00 $0.00 36.00 $9,000.00 36.00 $9,000.00 100.0°o X 202 Remove Single Sign Face from Existing Post EA 2.00 $250.00 $500.00 0.00 $0.00 2.00 5500.00 2.00 $500.00 1000.E X 203 Reset Existing Custom Park Sign EA 1.00 $14500.00 $1,5W.00 0.00 $0.00 1.00 $1,5011.00 1.00 $1500.00 100.0°6 X 204 Relocate Existing Sign to New Luminaire E-1 1.00 $350.00 $350.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 Mr.i, 205 Relocate Existing Sign with New Post i;,1 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.0°a 206 New OM4-2 Sign with Post EA 14.00 $550.00 $7.700.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.0°" 207 New 0M4-2/W1-6 Sign Cluster with Post EA 2.00 $550.00 $1.100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"o 208 New OM4-2/W1-7 Sign Cluster with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.0"° 209 New OM4-2/R11-2 Sign Cluster with Post EA 4.00 $550.00 $2 W0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.0"° 210 New R3-5 Sign on Signal Mast EA $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00,4 211 New D3-1 Sign on Signal Mast EA 4.00 $L50.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"° 212 New R4-7 Sign with Post EA 5.00 $550.00 $2,750.00 1.00 $550.00 0.00 $0.00 1.00 $5%.00 20.0°" 213 New R44 Sign with Post EA 1.00 $500.00 $500.00 0.00 $0.00 1.00 $5N.00 1.00 $500.00 100.0"e X 215 New R3-17/R7-1 Sign Cluster with Post EA 4.00 $550.00 $2,200.00 3.00 $1,650.00 0.00 50.00 3.00 $1.650.00 750, 216 New R7-1 Sign with Post F,A 1.00 $500.00 $5W.00 5.00 S2,5W.00 0.00 50.00 5.00 $2500.00 5000,e X 217 New R3-17 Sign and Re-use R7-1 Sign on Existing EA 2.00 $450.00 $900.00 2.00 $900.00 0.00 $0.00 2.00 $900.00 100.0% X Past 218 New(2)D3-1/(2)D3-1/R4-7 Sign Cluster vrithPost EA 4.00 $650.00 $2,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°n 219 New RI-5 Sign with Post E,9 8.00 $550.00 $4,400.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"o 220 Rectangular Rapid Flash Beacon with New W11- EA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 15/W16-7P Sign Cluster 221 New(2)D3-1/(2)D3-1 Sign Cluster and Re-use R1- L3: 3.00 ".00 $1,875.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00. 1 Sign with Post Oak Street Improvements-Ferguson AvemK to New Holland Drive Pay App No 5-PENDING Page 4 of 8 Oak StreetImprovements-Ferguson to New HoOandDrive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Five(5) ESTIMATE PERIOD: 8/25%17 to 9/25/17 CONTRACT FOR:Schedules I,II,and Ili SUBMITTED BY:ISIME Consrrucrion DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE I71 M DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 222 Ncu(2)D3-1/(2)D3-1/R1-1 Sign Cluster with Past EA 2.00 $650.00 $1,3N.00 1.00 $650.00 0.00 $0.00 1.00 $650.00 50.0°0 223 Nc:�W11-2/W16-7P Sign Cluster With Post EA 8.00 $600.00 $4,800.00 5.00 $3,000.00 0.00 $0.00 5.00 $3,000.00 62.5°. 224 Ncu W4-2 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°e 225 New W20-5 Sign with Post EA 1.00 $550.00 $550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 O.W. 226 New W2-6/W13-1 Sign Cluster With Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $0.00 0.00 $1.00 0.0'. 227 New R3-8 Sign Cluster with Posts EA 6.00 5550.00 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 O.W. or 228 Neu-D11-1/M6-2 Sign Cluster on Luminaire EA ir $450.00 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.90 0.0"0 229 Neu'W11-2/W16-7P Sign Cluster on HAWK EA 8.00 $450.00 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"e Signal Pole 230 New R10-23 Sign on HAWK Signal Mast EA 16.00 $450.00 $7,200.00 0.00 $0.00 0.00 $0.00 0.00 $1.00 0.0a e 231 New(2)D3-1/R1-2 Sign Cluster with Post EA 4,00 $550.00 $2,200.00 0.00 $0.00 0.00 $1.00 0.00 $0.00 0.0a.a 232 New Dl 1-1/M5-2 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 0.00 $1.00 0.00 $0.00 0.0"o 2.33 New DI 1-1/M6-2 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 11.00 $0.00 0.0° 234 New R2-1 Sign with Post EA 2.00 $550.00 $1.100.00 1.00 $550.00 0.00 $0.00 1.00 $550.00 50.0°n 235 New R6-4 Sign with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 0.00 $0.00 0,00 $0.00 0.0'. 236 Neu-R9-11 Sign with Post EA $500.00 $500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"o 237 New White Flexible Surface-Mount Delineators EA 35.00 $350.00 $12?50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0,o 2.38 New Yellmv Flexible Surface-Mount Delineators EA 32-00 $350.00 $11,2W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"a 239 Epoxy Traffic Markings(White) GL 45.00 $250.00 $11,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'. 2.40 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $1-00 00. 241 Thermoplasucs(White) SF 4,944.00 $30.00 $148320.00 1A17.00 $36,510.00 170.00 $5,100.00 1.387.00 $41.610.00 28.1% 242 Curb Epoxy(Yellow) GL 9,00 $250.00 $2,2%.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'. 243 Pavement Marking Obliteration(4-in Stripe LF 4,492-00 $4.00 $17.968.00 0.00 $0.00 250.00 $1,000.00 250.00 $1,000.00 5.6°c Equivalcntl 244 %Lc,tlartcnu,Work LS 1.00 $5,000.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0,o TOTAL-SCHEDULE lI $309,313.011 $46310.00 $17,600.00 $63,910.00 20.7° Schedule III-Electrical Improvements Base Bid 301 htructural Concrete Pole Foundations CY 30.60 $1,805.00 $55,233.00 18.63 $33,627.15 1244 $22,454.20 31.07 $56,081.35 101.5"o X Oak Strea lmprovamits-Ferguson Averue to New Noland Drive Pay App No 3-PENDING Page 5 of s Oak Street Improvements-Ferguson to New Holland Drive P R O J E C T OWNER: Flwnders MiR PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Five(5) ESTIMATE PERIOD: 8/25/17 to 9/25/17 CONTRACT FOR:Schedul"1,11,and III SUBMITTED BY:ISIME Construction DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT' QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 302 Conduit,1.5-inch PVC,Trench LF 505.00 $10.78 $5,443.90 367.00 $3,95626 253.00 $2.727.34 620.00 $6,683.60 122.8'0 X 303 Conduit,2-0-inch PVC,Trench LF 5,255.00 $14.85 $78,036.75 2,413.00 $35,833.05 1,457.00 $21.636.45 3,870.00 $57,469.30 730. 304 Conduit,2-0-inch PVC,Push LF 60.00 $100.00 $6,000.00 (60.00) (S6.W0.00) 60.00 $6.000.00 0.00 $0.00 0.0,o X 305 Conduit,2.5-inch PVC:,Trench LF 335.00 $19.58 $6,559.30 0.00 $0.00 325.00 $6,363.50 325.00 $6,3363.50 970. 306 Conduit,2.5-inch PVC,Push LF 95.00 $25.00 $2,375.00 0.00 $0.00 80.00 $2,000.00 80.00 $2,000.00 84.20 o 307 Conduit,3.0-inch PVC,Trench LF 55.00 =50 $1,237.50 0.00 $0.00 65.00 $1.462.50 65.00 $1,462.50 118.2'0 X 308 Condui43.0-inch PVC,Push LF 80.00 $30.00 $2,400.00 0.00 SO.00 7&00 W80.00 76.00 $2,280.00 95.0°0 309 Pull Box,Composite Type 1 EA 11.00 $616.00 $6,776.00 5.00 $3,080.00 7.00 $4,312.00 12.00 $7,392.00 109.1'0 X 310 Pull Box,Composite Type 2 EA 16.00 $1,023.00 $16,368.00 13.00 $13.299.00 3.00 $3,069.00 16.00 $16,368.00 100.0'o X 311 Pull Box,Composite Type 3 EA 1.00 $1,500.00 $1,5w.00 0.00 $0.00 1.00 $1,500.00 1.00 $1,500.00 100.0'o X 312 Cable,Copper,12c No.14AWG(Signals) LF 1,270.00 $3.74 $4,749.80 0.00 $0.00 0.00 $0.00 0.00 $U.00 0.0"e 313 Cable,Copper,7c No.14AWG(Signals) LF 1,305.00 $2.64 $3,443.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 00. 314 Cable.Copper,Sc No.14AWG(Signals) LF 665.00 $2.35 $1,562.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 00. 315 Cable,Copper,3c No.14AWG(Opticom) LF 275.00 $3.08 $847.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'o 316 Conductor,Copper,#6 AWG,Comilla LF 120.00 $zoo $240.00 0.0o $0.00 0.00 S0.00 0.00 $0.00 0.0'o 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1.50 $1,867.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'o Conductor.Copper,#10 AWG,Lighting& LF 21,635.00 $0.72 $15,577.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"n 318 Ground 319 Cable,Radar Detector LF 650.00 $3.96 W74.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'e 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45,321.00 0.00 $0.00 0.00 S0.00 0.00 $0.00 0.0'0 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 0.00 $0.00 1.00 $1,650.00 1.00 $1,650.00 100.010 X 322 Supply&Install Pole Mounted Controller Cabinet EA 4.00 $5,750.00 $23.CI00.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.0'. 323 Supply&Install Controller Type"P" EA 1.00 $$750.00 $2,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0^a 324 Supply&Install Trafficuare TS2 Controller EA 4.00 $7�M.00 $29,000.00 0.00 $0.00 0.00 Woo 0.00 $0.00 00 0 325 Supply&Install Emergency Preemption Detector EA 1.00 $2,8W.00 $2,860.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°o System(Model 722) 326 Supply&Install Detector-Radar/Presence EA 4.00 $9,900.00 $39,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.010 Oats Street hnprovemeab-Ferguson Aveme to New Holland Drive Pry App No 5-PENDING Page 6 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Fivc(5) ESTIMATE PERIOD: 8125%17 to 9%25%17 CONTRACT FOR:Schedules 1,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID M 327 Signal Std.Type 1-100 EA 12.00 $82.5.00 $9,900.00 12.00 $9,900.00 0.00 $0.00 12.00 $9,900.00 100.0-6 X 328 Signal Std.w/30-foot Mast(Type 3A) EA 3.00 $10,000.00 $30.000.00 0.00 $0.00 0.00 5000 0.00 $0.00 0.0% 329 Signal Std.w-/35-foot Mast(Type 3A) EA 6.00 $10-W.00 $63,360.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0". 330 Signal Std.w-/40-foot Mast(Type 3A) EA 2.00 $15,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0". 331 Signal Std.w-/45-foot Mast(Type 3A) EA 1.00 $25,000.00 $251000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 332 Wit Standard 40-foot Mounting Heigth with 10- EA 15.00 $5,000.00 $75,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00 b foot Mast Arm 333 I.ght Standard 40-foot Mounting Heigth with 15- EA 2.00 $7,000.00 $14,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00. foot Mast Arm 334 Luminaire Assembly LED EA 29.00 $500.00 $14-500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01 a 335 12"xl2"x12"Traffic Signal Ind. EA 8.00 $1,540.00 $12,320.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0". 336 12"xl2"xl2"HAWK Signal Indications EA 24.00 $1,870.00 $44,880.00 0.00 $0,00 0.00 $0.00 0.00 $0.00 0.006 337 Mast Arm Astro Brackets EA 6.00 $2.50.00 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00. 338 Pedcstnan Signal Ind.12-inch Symbols(Count EA 24.00 $1,485.00 535,640.00 8.00 $11,880.00 0.00 $0.00 8.00 $11.880.00 33.31.n Down) 339 Pedestrian Push Buttons-Tactile EA 24.00 $2,090.00 SM.160.00 12.00 $Z,080.00 0.00 $0.00 12.00 $25,080.00 50.0°o 340 l')Tc"C"Service Assembly LS 4.00 $5,315.00 $21,260.00 3.00 $15,945.00 1.00 $5,315.00 4.00 $21,260.00 100.010 X 341 Construction Traffic Control LS 1.00 $15,000.00 515.000.00 0.00 $0.00 0.40 $6,000.00 0.40 $6,000.00 40.0'. 342 Remove&Salvage Existing Luminaries LS 1.00 $7,5W.00 $7-W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'. 343 Miscellaneous Work M 1.00 120,000.00 $20,000.00 0.81 $16,2N.00 0.00 $0.00 0.81 $16,200.00 81.0" TOTAL-SCHEDULE III $826.993.90 $162,800.46 586.769.99 $249,570.451 30.2°.o TOTAL PROJECT $3,538,737.90 $647,295.06 $1,654,517.15 $2,301,81221 65.0"'0 Oak Street Improvm ads-Ferguson Avetwe to New Holland Drive Pay App No 5-PENDING Page 7 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders MM PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Five(5) ESTIMATE PERIOD: 8/25/17 to 9/25/17 NTRAI:l FOR:Schedules I,II,and III I SUBMITTED BY:ISIME Construction DATE PREPARED: September 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT a/.OF BID (IQ LESS TEST FAILURE DEDUCTIONS $010 0.00 S0 00 0.00 50.00 0.00 $0.00 LESS LIQUIDATED DAMAGES $0.00 0.00 SOAK) 0.00 $0.00 0.00 $0.00 TOTAL DEDUCTIONS " $0•00 W OTAL ADVANCED MATERIALS RECEIVED $53.142-78 LESS USED ON CONTRACT $0.00 ATERIALS ON HAND NOT USED $53.142.78 ORK COMPLETED TO DATE $2,MI,81221 OTAL WORK AND MATERIALS $2354,954.99 O N T R A C T TIME START / STOP DATES LESS DEDUCTIONS $0.00 +or-Change Order START OTAL $2,354 95439 oW Contract Time a STOP LESS RETAINAGE (Either 5%or Pumblist Value) $117,747.75 L.esa Used 0 WEATHER DAYS 0 otal Days Re ESTIMATED END Percent Of Time Used 9SUBST.CMPLTE. OTAL EARNED TO DATE(INCL Is/.STATE TAX) $2,237,20724 I Herebi Certify These Quantitie■And Time To Be True And Correct LESS PREVIOUS PAYMENTS(INCL 1°/.STATE TAX) Sl f?2 2"6,93 EN— ART IME CONSTRUCTION OTALTHIS ESTIMATE INCL 1%.STATE TAX) $b14.9:0.31Jhti�ycea_u�1olYII7 LESS I•/MONTANA TAX DA igmtme DATE' NTRACTOR THIS cSTIMAT E $614930.31 __jE chart PE: r;n�a Nye_ APPROVED FOR PAYMENT FLANDERS MIIJ. Prepared By: HAV DATE: Oak Street hffgrovenwtr-Ferpu Avenue to New HoOmd Drive Pay App No 5-PENDING Page 8 of 6 Sime Construction, Inc. 190 Ramshorn Drive Bozeman, MT 59718 406-582-9841 FLANDERS MILL, LLC INVOICE ID: 106341 WALT WOLF DRAW ID: 5 235 GREEN HILLS RANCH RD. DATE: September 27.2017 BOZEMAN, MT 59718 SALESPERSON: CONTRACT ID: 17506-UP CUSTOMER ID: F6047 OAK ST. FERGUSON TO NEW HOLLAN PO#: LOCATION: Item Description Units Unit of Unit Total Units Units in Current Contracted measure Price in Place Place this Billing Period 1 SCHEDULE 1 SURFACE&UTII 1.00 LS 402,431.00 0.83 0.18 438,184.60 2 SCHEDULE 2 SIGNAGE&STR 1.00 LS 309,313.00 0.21 0.15 46,310.00 3 SCHEDULE 3 ELECTRICAL IMF 1.00 LS 826,993.90 0.30 0.20 162,800.46 4 5%CONTINGENCY 1.00 LS 176,936.90 5 MATERIALS IN STORAGE ELE, 0.00 X05 CHANGE ORDER#1 ITEMS 1.00 LS 12,750.00 Total �647:,29�5.06 Invoice Sub-total 647,295.06 Retainage Held 32,364.75 Amount due this Invoice $614,930.31 Approved by: Name: Title: Date: Contract Summary Original Approved Revised Invoiced Remaining Billed Retainage amount changes amount amount amount percent balance 3,728,424.80 0.00 3,728,424.80 2,354,954.99 1,373,469.81 63.16% 117,747.75 FLANDERS MILL. LLC Invoice ID_ 106341 17506-UP/OAK ST. FERGUSON TO NEW HOLLAN Date@/27/17 Billed to date: 2,354,954.99 Paid to date: 1,622,276.93 Retainage 117,747.75 Total amount due: $614,930.31 Page 2 of 2 -fs+ 6 MEMORANDUM November 3, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 115 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of: Oak Ferguson Intersection, Arterial and Collector District- $ 12,398.38 Oak Ferguson Intersection, Street Impact Fees - $ 74,837.08 Oak Street Corridor, Arterial and Collector District- $ 122,369.75 Oak Street Corridor, Street Impact Fees - $ 122,369.75 Oak/Davis Intersection, Arterial and Collector District- $ 52,277.50 Oak/Davis Intersection, Street Impact Fees - $ 234,352.80 If I can be of further assistance, please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 10/26/2017 1]5 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 10/26/2017 Quantity Item Code Description Price Each Amount Surface Utility Imp... Schedule 1 Surface&Utility Improvements 405,845.42 405,845.42 Signage&Striping... Schedule II Signage&Striping Improvements 161,883.00 161,883.00 Electrical Improve... Schedule III Electrical Improvements Base Bid 136,577.78 136,577.78 Materials Materials used prior billed -53,142.78 -53,142.78 Retainage Retainage Held -32,558.17 -32,558.17 Total $618,605.25 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill P R O G R E S S PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:15ix(6) ESTIMATE PERIOD 9/25/17 to 10/25/1J CONTRACT FOR:Schedules I,II,and III SUBMITIED BY:1SIME Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT' QUANTITY AMOUNT %OF BID Schedule I-Surface&Utility Improvements Base bid 101 Mobiltzation and Insurance M 1.00 $145,000.00 $145,000.00 0.20 $29,000.00 0.80 $116,000.00 1.00 $145,000.00 100.0"s X 102 Storm mater Management and Erosion Control LS 1.00 $15,000.00 $15,000.00 0.20 $3.000.00 0.80 $12,000.00 1.00 $15,000.00 1000 o X 103 Traffic Control During Construction IS 1.00 $25.000.00 $25,000.00 020 $5,000.00 0.80 $201000.00 1.00 $25,000.00 1000. X 104 Exploratory Excavation HR 10.00 $350.00 $33W.00 0.00 $0.00 10.00 $35W.00 10.00 $3,5W.00 100.01. X 105 Ocar and Grub LS 1.00 $6,500.00 $65W.00 0.00 $0.00 1.00 $6,5W.00 1.00 $6,500.00 1000. X 106 Remove and Stockpile Topsoil CY 7,007.00 $3.00 $21,021.00 0.00 $0.00 7,007.00 $21,021.00 7,007.00 $21,021.00 100.0°. X 107 Saw-tut and Remove Existing Asphalt Sf 4.294.00 $4.50 $19,23.00 0.00 $0.00 5,300.00 1173,850.00 5,3W.00 $23,850.00 123.4aa X 108 Remove and Dispose of Existing Curb and Gutter LF 3.005.00 $1.00 $3,005.00 0.00 $0.00 3,035.00 $3,035.00 3,035.00 $3,035.00 1010..a X 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 0.00 $0.00 2,918.00 $2,918.00 2,918.00 $2,918.00 1052°e X 110 Remove and Dispose of Existing Concrete SF 230.00 $1.00 $230.00 0.00 $0.00 0.00 $U.00 U.00 $0.000.0°/ Driveway 711 Remove a portion of N Yellowstone Ave M 1.00 $2,500.00 $2,500.00 0.00 $0.00 1.00 $2,".00 1.00 I iandicap Ramp and Replace Curb to Full Height $251)D.00 100.0°e X 112 Remove a Portion of Meagher Ave Handicap LS 1,00 $2,5W.00 $2-p.00 0.00 $0.00 1.00 $7 5W.00 1.00 Ramp and Replace Curb to Full Height $25110.U0 100.0°. X 113 Relocate Existing Fire Hydrant EA 2.00 S4,000.00 $8,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 50.01,. X Remove 36-inch RCP FES and Install New 60-inch LS 174 Storm Manhole(MI-IA) 1.00 $65W.00 7i65110.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01i6 X 115 36-inch RCP Storm Drain Pipe LF 72.00 $111.00 $7,992.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% X 116 36-inch RCP Storm Drain FES EA 1.00 $889.00 $888.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% X 117 Remove 43.75-inch x 26.63-inch FES and Connect EA 2.011 $750.00 $1,500.00 0.00 $0.00 2.00 $15W.00 2U0 $1500.00 1000. X to new Arch Pipe 118 443.75-inch x 26.63-inch RCP Storm Drain Arch LF 568 00 $150.00 $85,2W.00 0.00 $0.00 568.00 f485,2tN1.00 568.00 $85,2U0.00 100.09a X 43.75-inch x 26.63-inch RCP Storm Drain Arch 719 FE'S EA 2.00 $1200.00 $2400.00 0.00 $0.00 2.00 $2400.00 2.00 $2400.00 100.0°. X Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-inch RCP to LS 1.00 $2-W.00 $2 5W.00 0.00 $0.00 1.00 $25W.00 1.00 $2,W.00 100.0°o X Evsung Davis Storm Drain Manhole Box 121 48-mch RCP Storm Drain Pipe LF 197.00 $225.00 $44,325.00 0.00 $0.00 197.00 $44,325.00 197.00 $44,325.00 100.0% X 122 48-inch RCP Storm Drain FES EA 1.00 $1,11M.00 $1,800.00 0.00 $0.00 1.00 $1,800.00 1.00 $1,800.00 1000a X Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 6-PENDING Page 1 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT O W N E R: Flanders Mt71 PROGRESS PAYMENT Sanderson Stewart Project No.13022.04 PAY EST MATE NUMBER Sac(6) ESTIMATE PERIOD; 9/25/17 to 10/25/17 CONTRACT FOR:Schedules 1,11,and III SUBMTi"TED BY:ISIME Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 123 Remote Existing 48-inch Storm Drain Manhole LS 1.00 $500.00 $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 100.0% X Station 51+18 124 New 48-inch Storm Drain Manhole(MIIB) EA 1.00 $5,000.00 $5,000.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 100.0"o X 125 Double Storm Drain Curb Inlet EA 7.00 $4,000.00 $28,000.00 0.00 $0.00 7.00 $28,000.00 7.00 $28,000.00 100.0% X 126 Single Stoma Draina Curb Inlet EA 4.00 $2,850.00 $11,400.00 0.00 $0.00 4.00 $11,400.00 4,00 $11,400.00 100.0°. X 127 Connect to Existing 12-inch Storm Drain Pipe- EA 1.00 $1,000.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 001. Station 32+25 128 18-inch RCP Storm Drain Pipe LF 136.00 WAD $4,760.00 0.00 $0.00 90.00 $3,150.00 90.00 13.150.00 66M. 129 15-inch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 0.00 $0.00 360.00 $11,880.00 360.00 $11,880.00 100.0"o X 130 15-inch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14=.00 0.00 $D.00 431.00 $14.223.00 431.00 $14223.00 100.0°. X 131 12-inch RCP Storm Drain Pipe LF 74.00 $30.00 $2=.00 0.00 $0.00 460.00 $13,800.00 460.00 $13,800.00 621.6% X 132 12•inch RCP or PVC Storm Drain Pipe LF 321.00 $30.0U $9,630.00 0.00 WAD 336.00 $10,080.00 336.00 $10,080.00 104.7% X 133 18-inch RCP FETS EA 3.00 $280.00 $840.00 1.00 $28U.00 2A0 $560.00 3.00 $840.00 100.0"o X 134 15-inch RCP FETS EA 6.00 $264.00 $1,5".00 0.00 $0.00 6.00 $1,5".00 6.00 $1,5N.00 100.0°. X 135 12-inch RCP FETS EA 2.00 $240.00 $480.00 0.00 $0.00 2.00 $480,00 2.00 $480.00 100.00. X Locate End of Existing 15-inch culvert and 136 Connect to New 15-inch RCP Culvert with LS 1.00 $1,500.00 $1,500.0U 0.00 $0.00 1.00 $1-W.00 1.00 $1,500.00 10006 X Concrete Collar 137 Unclassified Excavation CY 8,655.00 $3.00 $25,%5.00 0.00 $0.00 8,655.00 $25,965.00 8,655.00 $2.5,965.00 100.01. X 1138 Ferguson Pond Excavation and Cording LS 1.00 $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 1000'o X 139 Imported Fill CY 11,983.00 $160) $191.728.00 0.00 $0.00 I1,983.00 $191,728.00 11,983.00 $191,728.00 10006 X 140 Geoss-whetic Reinforcement Fabric(Muafi 380i or SY 21 98.00 $6.50 $139,087.00 0.00 80.00 12245.U0 879592.50 12 appro�cd equal at locations directed by Engineer) '3 245.00 $79 592 Stl 572°e 141 l x-inch Thick 3-inch Mmus Subbase (extends 9- by 21,398.00 $11.00 $?35 78.00 0.00 tnchcs behind curb) $0.00 2198.00 8235 378.00 21,398.00 $13578.00 100.0°e X 142 ("inch Thick 1 1/2-inch Minus Crushed Base SY 21 98.00 $4.05 Course(extends 9-inches behind curb) $86 661.90 0.00 $0.00 21398.00 $116,661.90 2198.00 t86,661.90 100.00o X 143 flinch Asphalt Pacing(2 hftg) by 16,175.00 $18.18 $2%,061.50 12,849.00 $233,594.82 4,412.00 $10,210.16 17,261.00 $313.804.98 106.7% X 144 2.5-inch Asphalt Path SY 2,798.00 11135 $31,757.30 2,798.00 $31,757.30 0.00 $0.00 2,798.00 $31,75730 100.0% X Oslo Street lmpwemmts-Fergoon Avenue to New Holland Drive Pay App No 6-PENDING Page 2 of B Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Soewart Project No.15022.04 PAY ESTIMATE NUMBER: Six(6) ESTIMATE PERIOD: 9/25/17 to 10/25/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNI' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X 9-inch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend 1-foot SY 3,357.00 $6.90 $23,163.30 3,357.00 $23,163.30 0.00 $0.00 3357.00 $23,163.30 100.01.6 X beyond edge of asphalt) 146 6-inch Fiber Reinforced Concrete Flatwork with 3- SF 18,500.00 $5.40 $99,900.00 0.00 $0.00 18,668.00 $100,807.20 18,668.00 $100,807.20 100.91. X inches of base(included Handicap Ramps) Pedestrian Pathway Through Median Station 147 33+at LS 1.00 f2000.00 $2000.0() 1.00 WW$2O . 00) $$0.001.00 WW$2O . IW.O"o X Pedestrian Pathway Through Median Stations 148 38+70and44+10 EA 200 M000.00 0.00 $0.00 200 W.W 84,O 2.00 $4,000.00 100.0°e X 149 Truncated Dome Panel SF 620.00 $400.00 $248,000.00 80.9D $32,000.00 628.00 $251�M.00 708.00 $283,2W.00 114.r..o X I50 91nch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.01) $58,815.00 0.00 $0.00 3,921.00 $58,815.00 3,9210) $58,815.00 1 W.Oo e X (includes 6-inches of base) 151 (oncrcte Curb and Gutter LF 5,606.00 $14.00 $79,484.00 0.00 $0.00 5,641.00 $78,974.00 5,641.00 $78,974.00 100.61. X 152 Roundabout Mountable Curb LF 291.00 $20.00 $3,820.00 0.00 $0.00 291.00 $5,820.00 291.00 $5,820.00 100.0°o X 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 0.00 $0.00 193.00 $3,660.00 183.00 $3,660.00 1001r. X 154 Median Concrete Spill Curb LF 4,920.00 $20.00 $98,400.00 0.00 $0.00 4,920.00 $98,400.00 4,920.00 $98,400.00 11000. X 155 Medi2n Type A Curb LF Iy80.W $20.00 $25,600.00 1,280.00 $25,600.00 0.00 $0.00 1,280.00 $25,600.00 1000o X 156 3-inch Concrete Median Paving(includes 3-inches SF 13,680.00 $4.50 $61,560.00 0.00 $O.W 13,680.00 $61,560.00 13,680.00 $61,560.00 100.01,,e X of base) 157 Adiust Water Valve EA 8.00 $SW.W $4,000.00 0.00 $0.00 8.00 $4,000.00 8.00 $4,000.00 1000. X 158 Adjust Existing Manhole to Grade EA 10.00 $5W.00 $5,000.00 0.00 $0.00 10.00 $5,000.00 10.00 $5,000.00 100.016 X 159 1.3-foot Manhole Barrel Section EA 2.00 $1,5W.W $3,000.W 1.00 $1,5W.00 200 $3,000.00 3.00 $4,SW.00 1500,o X 160 2.7-foot Manhole Barrel Section EA 2.00 $2,000.00 $4,000.00 0.00 $0.00 3.00 $6,000.00 3.00 $6,000.00 1500 o X 161 4,0-foot Manhole Barrel Section EA 2.00 $2,500.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00/ 162 Installation of Existing Barrel Section EA 200 $1,000.00 $2,000.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.01/ 163 1 1/2-inch Minus Crushed Base Course Blended at C. 9.00 $50.00 $450.00 9.00 $450.00 0.00 $0.00 9.00 $450.00 1 W.0°/e X Yellmt-stone Ave.Park Approach and Park Path 164 Gass I Rip Rap CY 1,398.00 $45.00 $62,910.00 0.00 $0.00 1,398.00 $62,910.00 1,398.00 $62,910.00 I W.0% X 165 Rephce Topsoil CY 5,000.00 $5.00 $25,000.00 1.700.00 $85W.W 3,3W.W $16,500.00 5,000.00 $25,000.00 1 W.0°o X Re-sucl Embankment Boulevard,Median and 166 Disturbcd Areas IS 1.00 $10,000.W WW$10,O . 1.00 $10,000.00 0.00 $0.001.00 WW$IO,O . 100.0°o X Oak Street Lnpr ements-Ferguson Avenue to New Holland Drive Pay App No 6-PENDING Page 3 of S Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER:IFlanders Mill PROGRESS P A Y M E N T Sandman Stewart Project No. 15022.04 PAY ESTIMATE NUMBER Six(6) ESTIMATE PERIOD: 9/25717 to 10/25/17 CONTRACT FOR:Schedules 1,11,and III SUBMITTED BY;ISIME Constriction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT' QUANTITY AMOUNT QUANTITY CMPLTE AMOUNT' QUANTITY AMOUNT %OF BID 167 Hauloff Excess Topsoil CY 2,007.00 $5.00 $10,035.00 0.00 f0.00 2,007.00 f10,035.00 2,007.00 810,035.00 100.0°o X 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 280.00 $9.00 $25M.00 0.00 $0.00 300.00 $2,700.00 300.00 $2,700.00 107.114 X 169 Wncellaneous Work LS 1.00 $50,000.00 $50,000.00 0.00 $0.00 1.07 $53,709.00 1.07 $53,709.00 107.4"e TOTAL-SCHEDULE I $2,402,431.00 17 71 $405,845.42 $1.988331.76 $2.394.177.18 99.714 Schedule II-Signage&Striping Improvements Base Bid 201 Remove Existing Sign and Post EA 36.00 $250.00 $9,000.00 0.00 $0.00 36.00 $9,000.00 36.00 $9.000.00 100.0'c X 202 Remove Single Sign Face from Existing Post EA 2.00 1250.00 $500.00 0.00 $0.00 2.00 $500.00 2.00 f500.00 100.01. X 203 Rcset Existing Custom Park Sign EA 1.00 $1,%0.00 $1,500.00 0.00 $0.00 1.00 $1,5W.00 1.00 $1,500.00 100.0°.o X 204 Rekxate Existing Sign to New L„minaire EA 1.00 US0.00 $350.00 0.00 $0.00 0.00 $0.00 0.00 $O.W 0.0°0 205 Relocate Existing Sign with New Post EA 3.00 $550.00 $1,650.00 3.00 $1,650.00 0.00 $0.00 3.00 $1,650.00 100.0"o X 206 New OM4-2 Sign Nvith Post I..A 14.00 $550.00 17,700.00 10.00 $5,500.00 0.00 $0.00 10.00 f55W.00 71.4% 207 New OM4-2/W1fi Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 208 New OM4-2/Wl-7 Sign Cluster with Post EA 1.00 $550.00 $550.00 1.00 $550.00 0.00 $0.00 1.00 $550.00 100.0°o X 209 New 0M4-2/RI1-2 Sign Cluster with Post EA 4.00 $550.00 $2290.00 4.00 $2,200.00 0.00 $0.00 4.00 $2,200.00 100.0% X 210 New R3-5 Sign on Signal Mast EA t;. $250.00 $750.00 0.00 $0.00 0.00 $0.00 0.00 $D.00 0.0% i 211 New 133-1 Sign on Signal Mast EA 4.00 $250-00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01/ 212 Neu R4-7 Sign with Post EA 5.00 $550.00 $2,750.00 4.00 82200.00 1.00 $550.00 5.00 $2,750.00 100.0?o X 213 Neu R4-4 Sign with Post EA 1.00 $500.00 $500.00 0.00 WOO 1.00 $500.00 1.00 $500.00 1000. X 215 New R3-1 7/R7-1 Sign Cluster with Post EA 4.00 $550.00 f2,200.00 1.00 f550.00 3.00 $1,650.00 4.00 f2Z00.00 1000o X 216 Neu R7-1 Sign with Post E,% 1.00 $500.00 $500.00 1.00 $500.00 5.00 $2,5W.00 6.00 $3.000.00 600.0% X 217 New R347 Sign and Re-use R7-1 Sign on Existing EA 200 f450.00 Post $900.W U.00 f0.00 200 $900.00 2.00 $900.00 100.01/6 X 218 New(2)D3-1/(2)D3-1/114-7 Sign Cluster with Post EA 4.00 $650.00 $2.600.00 4.00 $7,600.00 0.00 $0.00 4.00 $2,600.00 100.0% X 219 New RI-5 Sign with Post EA 8.00 $550.00 $4,400.00 8.00 $4,400.00 0.00 $0.00 8.00 $4,400.00 100.0% X 220 Rectangular Rapid Flash Beacon with New W11- 1?A 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $0.00 0.00 15/W167P Sign Cluster $0.00 0.0% X 221 New(2)D3-1/(2)D3-1 Sign Cluster and Re-use R1- E_� 3.00 $625.00 $1,875.00 3.00 $1,875.00 0.00 $0.W 3.00 f1,875.00 100.0°: X 1 Sign with Post Oak Street Improvements-FerVwn Avenue to New Holland Drive Pay App No 6-PENDING Page 4 of 8 U:kStreetImprovements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER: Six(6) ESTIMATE PERIOD: 9/25/17 to 10/25/17 CONTRACT FOR Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 222 New(2)D3-1/(2)D3-1/R1-1 Sign Cluster with Post EA 2.00 5650.00 f1,300.00 1.00 $650.00 1.00 $650.W 2.00 $13W.00 1001ro X 223 New W11-2/W16-7P Sign Cluster with Post EA 8.00 $60().00 $4,800.00 3.00 $1,800.W 5.00 $3,000.00 8.00 $4,800.00 100.0°o X 224 New W4-2 Sign with Post EA 1.00 $530.00 $550.00 1.00 $S50.00 0.00 $0.00 1.00 $550.00 100.0°o X 225 New W20-5 Sip with Post EA 1.00 $550.W $550.00 1.00 $550.00 0.00 $0.00 1.00 $550.00 1 W.0°o X 226 New W2.6/W13-1 Sign Cluster with Post EA 3.00 $550.00 51,650.00 3.00 $1,650.00 0.00 $0.00 3.00 $1,650.00 10O.0°o X 227 New R3-8 Sign Cluster with Posts EA �6.00 $550.00 $33W.W 6.00 $3300.W 0.01) $0.00 6.00 $33W.00 1 W.0'° X 228 New DI 1-1/M62 Sign Cluster on Lutninaire EA ss"ice $450.00 $3,600.00 0.00 $0.00 0.00 r. $0.00 0.00 $0.00 0.0*o New Wll-2/Wi6-7P Sign Cluster on HAWK 229 Signal Pole EA 8.005450.00 53,600.00 0.00 $0.000.00 $0.000.00 $0.000.01i6 230 New R10-23 Sign on HAWK Signal Mast EA 16.00 $450.00 $7,2OO.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 231 New(2)D3-1/Rt-2 Sign Cluster with Post EA 4.00 $550.00 $ZM.00 4.00 52,2W.00 0.00 $0.00 4.00 $2,200.00 1000, X 232 New D]1-1/M5-2 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 3.00 $1,650.00 0.00 $0.00 3.00 51,650.00 1 W.0°o X 2-33 New Dl1-1/M6-2 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 2.00 $1,100.00 0.00 $0.00 200 51,100.00 100.0°o X 234 New 112-1 Sign with Post EA 2.00 $550.00 $1,100.00 1.00 $550.00 1.00 $550.00 200 51,1 W.W ]W.0°a X 235 New R6-4 Sign with Post EA 4.00 $550.00 $2,2W.00 4.00 W00.00 0.00 $0.00 4.00 82,200.00 100.010 X 236 New R9-11 Sign with Post EA $500.00 $500.00 1.00 $500.00 0.00 $0.00 1.00 SSW.00 1 W.0°o X 237 New White Flexible Surface-Mount Delineators EA 35.00 $350.00 $12 21%.W 35.00 312,2SO,00 0.00 f0.00 35.00 512,250.00 100.010 X 238 New Yellow Flexible Surface-Mount Delineators EA 3200 $350.00 $11,200.00 32.00 $11,200.00 0.00 SO.W 32.00 $11,2OO.00 100.0!0 X 239 Epoxy Traffic Markings(White) GL 45.00 5250.00 $11,7SO.00 45.00 $11350.00 0.00 $0.00 45.00 $11.2-%.00 100.00° X 240 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 3.00 $750.00 0.00 $0.00 3.00 $750.00 1 W.0°o X 241 Thermoplastics(White) SF 4,944.00 $30.00 $148320.00 2,283.00 $68,490.00 1387.00 $41,610.W 3,670.00 $110,100.00 74.2°0 242 Curb Epoxy(Yellow) GL 9.00 $250.00 52X%.00 9.00 $2250.00 0.00 $0.00 9.00 $2,250.00 1000o X 243 Pavement Marking Obliteration(4-inStripe LF 4,492.00 $4.00 $17,968_00 4,242.00 $16,968.00 250.00 $1,000.00 4,49200 $17.968.00 100.0°o X Equivalent) 244 Miscellaneous Work LS 1.00 $5,000.00 $5,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% TOTAL-SCHEDULE II f309313.W $161,8$3.W f63,910.W f225.793.W 73.0°0 Schedule III-Electrical Improvements Base Bid 301 Strt:crurd Concrete Pole Foundations CY 30.60 $1,805.00 $55,233.00 0.00 S0.00 31.07 556,081.35 31.07 556,081 35 1 01.5°o X Oak Strad Improvanenta-Ferguson Avenue to New Hdland(hive Pay App No 6-PENDING Page 5 of 9 Oak Street Improvements-Ferguson to New Holland Drive P RO J E C T OWNER; Flanders Mill PROGRESS PAYMENT Sanderson Soewat Project No.15022.04 �I-AVESTINUTE NUMBER Six(6) ESTIMATE PERIOD: 9/25/17 to 10/25/17 CONTRACT FOR;Schedules I,II,and III I SUBMITTED BY: SIME Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT ITEMI DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUM' CMPLTE QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 302 Conduit,1.5-inch PVC,Trench LF 505.00 $10.78 $5,443.90 0.00 $0.00 620.00 $6,683.60 620.00 $6,683.60 122.8 . X 303 Conduit,2A-inch PVC,Trench LF 5,755.00 $14.85 $78,036.75 0.00 $0.00 3,870.00 $57,469.50 3,870.00 $57,469.50 73.6% X 304 Conduit.2.0-inch PVC,Push LF 60.00 $100.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% x 305 Conduit.2.5-inch PVC,Trench LF 335.00 $19.58 $6,559.30 0.00 $0.00 325.00 $6.363.50 325.00 $6,363.50 97.0% X 306 Conduit.2.5-inch PVC,Push LF 95.00 $25.00 $2.375.W 0.00 $0.00 00.00 $2,000.00 80.00 $2,000.00 84.2°: X 307 Conduit,3.0-inch PVC,Trench LF 55.00 $2250 $1,23750 0.00 WOO 65.00 $1,462.50 65.W $1,462.50 118.210 X 308 Conduit,3.0-inch PVC,Push LF 80.00 $30.00 $2,400.00 0.00 $0.00 76.00 $2,280.00 76.00 $2,280.00 950.. X 309 Pull Box,Composite Type 1 EA 11.00 $616.00 $6,776.00 0.00 $0.00 12.00 $7,392.00 12.00 $7,392 W 109.1% X 310 Pull Box,Composite Type 2 EA 16.00 $1,023.00 $16,368.00 0.00 $0.00 16.00 $16368.00 16.00 $16,368.00 1 W.0"e X 311 Pull Box,Composite Type 3 EA 1.00 $1,5W.00 $1,SW.00 0.00 $0.00 1.00 $1,W.00 1.00 $1SW.00 100.0°. X 312 Cable,Copper,12c No.14AWG(Signals) LF 1.270.00 $3.74 $4,749.80 1273.00 $4,761.02 0.00 $0.00 1,273.00 $4,761.02 10OZo X 313 (:abic,Copper,7c No.14AWG(Signals) LF 1,305.00 $2.64 13,44520 1,448.00 $3,13=72 0.00 $0.00 1,448.00 $3,822.72 111.0•o X 314 Cable,Copper,Sc No.14AWG(Signals) LF 665.00 $2.35 $1,62.75 0.00 $0.00 0.00 $0.00 0.00 $0.00 00. 315 ('able,Copper,3c No.14AWG(Opticom) LF 275.00 $3.08 $M7.00 288.00 $887.04 0.00 $0.00 288.00 $887.04 104.7"o X 316 Conductor,Copper,#6 AWG,Contoller LF 120.00 $2.00 $240.00 123.00 $246.00 0.00 $0.00 123.00 $246.00 1025°e X 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1 SO $1,867.50 1,81&00 $2,727.00 0.00 $0.00 1,818.W $2,727.00 146.0°o X 318 Conductor.Copper,#10 AWG,Lighting& LF 21,635.00 $0.72 $15,577.20 17,532.00 $12,62.3.04 0.00 $0.00 17,532.W Ground $12623.04 81.0!. X 319 Cable,Radar Detector LF 650.00 $3.96 $2,574.00 701.00 $2,775.96 0.00 Woo 701.00 $2,775.96 107.8e X 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45,321.00 0.00 30.00 0.00 $0.00 0.00 $0.00 0.0% 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 00) $0.00 1.00 $1,650.00 1.00 $1,650.00 100.0°o X 322 Supply&Install Pole Mounted Controller Cabinet EA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 $O.W 00) $0.00 0.01/6 323 Supply&Install Controller Type"I" EA 1.00 $2,750.00 $2,730.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00/e 324 Supply&Install Trafficwaze TS2 Controller EA 4.00 $7,2-%.00 $29,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.01) 004 325 Supply&Install Emergency Preemption Detector EA 1.00 $ 860.W $O.W 0.0°o System(Model722) ?+ $286U.W O.W $O.W O.W $O.W O.W 326 Supply&Install Detector-Radaz/Presence EA 4.00 $9,900.00 $39,600.00 0.00 $0.00 0.00 $0.00 00) $0.00 0.00. Oak Street improvanam-Firpow Avenue to New Holland Drive Pry App No 6-PENDING Page 6 of B Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:S x(6) ESTIMATE PERIOD: 9/25/17 m 10/25/17 CONTRACT FOR:Schedules 1,11,and 111 SUBMITTED BY:ISIME Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 327 Signal Std.Type 1-100 EA 12.00 $825.00 $9,900.00 0.00 $0.00 12-00 $9,900.00 12.00 $9,900.00 100.0?n x 328 Signal Std.w•/30-foot Mast(Type 3A) EA 3.00 $10,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01. 329 Signal Std.w/35-foot Mast(Type 3A) EA 6.00 $10-60.00 $63,360.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0'. 330 Signal Std.w/40-foot Mast(Type 3A) EA 2-00 $15,000.00 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00, 331 Signal Std.w/45-foot Mast(Type 3A) EA 1.00 $25,000.00 $25,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0"o 332 Light Standard 40-foot Mounting Heigth with 10- EA 15.00 $5,000.00 $75,000.00 15.00 $75.000.00 0.00 $0.00 15.00 $75,000.00 100.0"a x foot Mast Ann 333 Light Standard 40-foot Mounting Heigth with 15- EA 2-00 $7,000.00 $14,000.00 2.00 $14,000.00 0.00 $0.00 2.00 $14,000.00 100.0°o x foot Mast Arm 334 Luminaire Assembly LED EA 29.00 $500.00 $14,500.00 29.00 $14,500.00 0.00 $0.00 29.00 $14,5W.00 100.0-6 x 335 12"xl2"xl2"Traffic Signal Ind. EA 8.00 $1,540.00 $12,20.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% 336 12"x12"xl2"HAWK Signal Indications EA 24.00 $1,870.00 $44,880.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.0% 337 Mast Arm Astro Brackets EA 6.00 $250.00 $1,5W.00 0.00 $0.00 0.00 $0.00 0.00 50.00 VIP/a 338 Pedestrian Signal Ind.12-inch Symbols(Count EA 24.00 $1,485.00 $35,640.00 1.00 $1,485.00 8.00 $11,880.00 9.00 $13,365.00 37SI n Down) 339 Pedestrian Push Buttons-Tactile EA 24.00 $2,090.00 $50,160.00 0.00 $0.00 12-00 $25,080.00 12.00 $25,080.00 50.01i6 340 Type"C"Service Assembly LS 4.00 $5,315.00 $21,M.00 0.00 $0.00 4.00 $21,260.00 4.00 $21,60.00 100A"" x 341 Construction Traffic Control IS 1.00 $15,000.00 $15,000.00 0.25 $3,750.00 0.40 $6,000.00 0.65 $9,750.00 65.Mo 342 Remove&Salrage Existing Luminaries IS 1.00 $7,500.00 $7,W.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 00 o x 343 Miscellaneous Work LS 1.00 $20,000.00 $20,000.00 0.00 $0.00 0.81 $16,200.00 0.81 $16,200.00 810'. TOTAL-SCHEDULE III $826,993.90 $136577.78 3249.570.45 $386,148.23 46.7a a TOTAL PROJECT $3,538,737.90 $704,W.20 $2,301,812.21 $3,006,118.41 1 84.9°o Oak Street Improvements-Ferguson Avemu to New Holland Drive Pay App No 6-PENDING Pegs 7 of s Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders%till PROGRESS PAYMENT Sanderson Stewart Project No.M- 22.04 PAY ESTIMATE NUMB6R Svc(6) ESTIMATE PERIOD: 9/25/17 to 10/25/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISINIE Construction DATE PREPARED: October 25,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (II1 LESS TEST FAILURE DEDUCTIONS $00) 0.00 So(X) O.IN) $O W 0.00 S0.00 LESS LIQUIDATED DAMAGES SO.W 0.00 $0.00 O.IN) $0 00 O.OU S0.00 TOTAL DEDUCTIONS S(LIN) So.1N) $0.00 TOTAL ADVANCED MATERIALS RECEIVED $53,14178 LESS USED ON CONTRACT $53,142.78 MATERIALS ON HAND NOT USED $0.00 WORK COMPLETED TO DATE $3.006,118.41 TOTAL WORK AND MATERIALS $3,006,118.41 re.=rcent NTRACT TIME START / STOP DATES LESS DEDUCTIONS $0.(N) r- Order 0 START OTAL $3,006,118.41 Contract Time 0STOP LESS RETAINAGE (Either 5%or Ptmcblist Value) $150,30S.92 n Used 0 WEATHER DAYS 0 Remaioinlr 0 ATED END OfTimeUsed ISUBST.CMPLTE. TOTAL EARNED TO DATE(INCL Me STATE TAX) S2,8SS,81249 I Hereby CertiN,Tbear Quantities And Times To Be True And Corse= LESS PREVIOUS PAYMENTS(INCL 10/6 STATE TAX) S2) 7y.i'.24 ERSON STEWART SIME CONSTRUCTION TOTAL THIS ESTIMATE(INCL 1%STATE TAX) $618,605.25 l LESS IYa MONTANA TAX tme DATE ignatnte DATE 5ri,,c0� (Ml�Qact 0r.4L DUE CONTRACTOR THIS ESTIMATE $618,60S25 -�:� Danielle Scharf PE rcdNa . APPROVED FOR PAYMENT FLANDERS MILL Prepared By: HAV DATE: Oak Street Improvements-Fuptton Avenm to New Holland Drive Pry App No 6-PENDM Pop a oft MEMORANDUM December 14, 2017 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 130 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of: Oak Ferguson Intersection, Arterial and Collector District- $ 33,032.75 Oak Ferguson Intersection, Street Impact Fees - $ 132,131.01 Oak Street Corridor, Arterial and Collector District- $ 15,437.89 Oak Street Corridor, Street Impact Fees - $ 15,437.89 Oak/Davis Intersection, Arterial and Collector District- $ 51,791.30 Oak/Davis Intersection, Street Impact Fees - $ 207,165.20 If I can be of further assistance,please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 11/30/2017 130 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 11/30/2017 Quantity Item Code Description Price Each Amount Oak Street improvements Surface Utility Imp... Schedule I Surface&Utility Improvements 1,840.00 1,840.00 Signage&Striping... Schedule II Signage&Striping Improvements 67,000.00 67,000.00 Electrical Improve... Schedule III Electrical Improvements Base Bid 410,103.20 410,103.20 Retainage Retainage Held -23,947.16 -23,947.16 Total $454,996.04 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER:IFlanders MITI PROGRESS P A Y M E N T Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Seven(7) ESTIMATE PERIOD: 10/25/17 to 11/25/17 CONTRACT POR.Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: November 27,2017 CONTRACT CONTRACT I THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEMI DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT %OP BID (X) Schedule I-Surface&Utility Improvements Base bid 101 Mobih7auon and Insurance LS 1.00 $145,000.00 $145,000.00 0.00 $0.00 1.00 $145,000.00 1.00 $145,000A0 100.0". X 102 Stornmater Management and Erosion Control LS 1.00 515,000.00 $15,000.00 0.00 $0.00 1.00 $15,000.00 1.00 $15,000.00 100.0". X 103 Traffic Control During Construction LS 1.00 $2.5,000.00 $25,000.00 0.00 $0.00 1.00 $25,000.00 1.00 $25,000.00 100.0'. X 104 Eeploratory Excavation HR 10.00 $350.00 $3.ri00.00 0.00 $0.00 10.00 $3500.00 10.00 $3,500.00 100.00. X 105 Uca and Grub LS 1.00 $6,500.00 $6,500.00 0.00 $0.00 1.00 $6,500.00 1.00 $6,500.00 100.01. X 106 Remove and Stockpile Topsoil CY 7,007.00 $3.00 $21,021.00 0.00 $0.00 7,007.00 $21,021.00 7,007.00 $21,021.00 1000. X 107 sxwcut and Remove Existing Asphalt SY 4,294.00 $4.50 $19,323.00 0.00 $0.00 5,300.00 $23,850.00 5,300.00 $23,850.00 123.4 . X 108 Remove and Dispose of Existing Crab and Gutter LF 3,005.00 $1.00 $3,005.00 0.00 $0.00 3,035.00 $3,035.00 3,035.00 $3,035.00 101.0". X 109 Remove and Dispose of Existing Sidewalk SF 2,774.00 $1.00 $2,774.00 0.00 $0.00 2,918.00 $2,918.00 2,918.00 $2.918.00 105.2"6 X 110 Remove and Dispose of Existing Concrete SF 230.00 $1.00 $230.00 230.00 $230.00 0.00 $0.00 230.00 $230.00 100.0". X Driveway 111 Remove a portion of N Yellow-stone Ave L5 1.00 $2,W 00 $2-r00 00 0.00 $0.00 1.00 $2,500.00 1.00 $2,500.00 100.0". X Handicap Ramp and Replace Curb to Full Height Removc a Portion of Meagher Ave Handicap 112 I 1.00 $2 500.00 $2,500.00 0.00 80.00 1.00 82 500.00 11.00 $2 500.00 100.0". X Ram,and Replace Curb to Full Height 113 Relocate Existing Fire Hydrant FA 2.00 $4,000.00 $8,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 50.0°. X 114 Remove 36-inch RCP FES and Install New 60-inch i S 1.00 $6.500.00 $6 500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 O.M. X Storm Manhole(MI-IA) 115 36-inch RCP Storm Drain Pipe LF 72.00 $111.00 $7.992.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0% X 116 Y inch RCP Stone Drain FES E-N 1.00 SM.00 $880.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.016 X Remove 43.75-inch x 26.63-inch FES and Connect 117 F?:1 2.00 $750.00 $15(10.00 0.00 1$0.00 2.00 $1500.00 2.00 $1 500.00 100.0". X to new Arch Pipe 43,75-inch x 26.63-inch RCP Storm Drain Arch 119 LP 568.00 j;150.00 $851"0.00 0.00 10.00 568.00 $85 2f10.00 568.00 $85 200.00 1000. X pipe 119 43.75-inch x 26.63-inch RCP Storm Drain Arch F,-4 2A0 51,200.00 $2,400.00 0.00 $0.00 2.00 $7,400.00 2.00 $2,400.00 100.01.6 X FES Remove Existing 48-inch RCP Storm Drain Pipe 120 and FES and Connect New 48-inch RCP to Ls 1.00 $2-W.00 $2'500.00 0.00 $0.00 1.00 $2,500.00 1.00 $2500.00 100.0% X Existing Davis Storm Drain Manhole Box 121 48-inch RCP Storm Drain Pipe LF 197.00 $225.00 $44,325.00 0.00 $0.00 197.00 $44,325.00 197.00 $44.325.00 100.0.. X 122 48-inch RCP Storm Drain FES EA 1.00 $1,800.00 $1,800.00 0.00 $0.00 1.00 $1,800.00 1.00 $1,800.00 100.0 0 X Oak Street Inprovemaas-Ftrguroa Av to New HcAwid Drive Pay Ap No 7-PENDING Ps®e 1 of S Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER- Flanders Mi0 PROGRESS P A Y M E N T Sanderson Stewart Project No.15022.05 PAY ESTIMATE NUMBER Seven(7) ESTIMATE PERIOD: 10/25/17 to 11/25/17 CON'I-RACT FOR:Schedules!,11,and III bUBM=D BY:ISIME Construction DATE PREPARED- November 27',2017 CONTRACT CONTRACT T M ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UAtir QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT' QUANTITY AMOUNT %OF BID Remove Existingis 1.00 $500.00 48-inch Storm Drain Manhole $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 100.0°. X 123 Station 51+18 124 Ncw•48-inch Storm Drain Manhole(MM) EA 1.00 $5.000.00 $5,000.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 100.0.. X ]25 Double Storm Drain Curb Inlet EA 7.00 $4,000.00 $28,000.00 0.00 $0.00 7.00 $28,000.00 7.00 $28.000.00 100.0"e X 126 Sink Storm Drain Curb Inlet EA 4.00 $2,850.00 $11,400.00 0.00 $0.00 4.00 $11,400.00 4.00 $11,400.00 100.0•e X 127 Connect to Existing I2-inch Storm Drain Pipe- EA 1.00 $1,000.00 $1,000.00 0.00 $0.00 0.00 $0.00 Station32+25 0.00 $O.W 0.0"s 128 18-inch RCP Storm Drain Pipe LF 136.00 $35.00 $4,760.00 46.00 $1,610.00 90.00 $3,150.00 136.00 $4.760.00 100.016 X 129 IS-rnch RCP Storm Drain Pipe LF 360.00 $33.00 $11,880.00 0.00 $0.00 360.00 $11,8W.00 360.00 $11,8W.00 100.0°6 X 130 15•mch RCP or PVC Storm Drain Pipe LF 431.00 $33.00 $14,=3.00 0.00 $0.00 431.00 $14,??3.00 431.00 $14,223.00 100.M. X 131 12-inch RCP Storm Drain Pipe LF 74.00 $30.00 $2=.00 0.00 $0.00 460.00 $13,800.00 460.00 $13,800.00 621.61. X 132 12-inch RCP or PVC Storm Drain Pipe LF 321.00 $30.00 $9,630.00 0.00 $0.00 336.00 $10,080.00 336.00 $10,080.00 104.7% X 133 18-inch RCP FETS EA 3.00 $280.00 $840.00 0.00 $0.00 3.00 $840.00 3.00 $840.00 100.0% X 134 15-inch RCP FETS EA 6.00 $264.00 $1's84.00 0.00 $0.00 6.00 $1,584.00 6.00 $1584.00 100.0"e X 135 12-inch RCP FETS EA 2.00 $240.00 $400.00 0.00 $0.00 2.00 $480.00 2.00 $480.00 100.0%, X I..ocate End of Existing 15-inch cukrett and 136 Connect to New 15-inch RCP Culvert with LS 1.00 $15W.00 $1,5W.00 0.00 $0.00 1.00 $15W.W 1.00 $15W.00 100.W. X Concrete Collar 137 Unclassified Excavation CY 8,655.00 $3.00 $25,%5.00 0.00 $0.00 8,655.00 $25,965.00 8,655.00 $25,965.00 100.01. X 138 Ferguson Pond Excavation and Grading LS 1.00 $4,000.00 $4,000.00 0.00 $0.00 1.00 $4.000.00 1.00 $4,000.00 100.0% X 139 Imported Fill CY- 11,983.00 $16.00 $191,728.00 0.00 $0.00 11,983.00 $191,728.00 11.983.00 $191.728.00 100.0% X 140 Geosynthcuc Reinforcement Fabric(Mirafi 38N or SY 21,398.00 $6.50 $139,087.00 0.00 $0.00 12,245.00 $79,592.50 12,245.00 $79592-50 57.2.. approved equal at locations directed by Engineer) 18-inch Thick 3-inch Minus Subbase (extends 9- 14l inches behind curb) SY 21398.00 $11.00 $235378.00 0.00 $0.0021398.00 $235378.00 21398.00 $235378.00 100.01. X 142 6-inch Thick 11/2-inch Minus Crushed Base SY 215 98.W .W$4.05 $86,661.90 0 Course(extends 9-inches behind curb) $0.0021 398.00 $86,661.90 21598.00 $86,661.90 100.0% X 143 flinch Asphalt Paving(2lifts) SY 16,175.00 $18.18 $294,06150 0.00 $0.00 17.261.00 $313,804.98 17,261.00 $313,804.98 106.70.e X 144 25-inch Asphalt Path SY 2,798.00 $11.35 $31,757.30 0.00 $0.00 2.798.00 $31,757.30 2,798.00 $31,757.30 100.0% X Oak Street Impromumu-Ferpuson Av to New Hotlad Drive Pay App No 7-PENDING Page 2 ott Oak Street Improvements-Ferptrson to New Holland Drive PROJECT OWNER:iFlandersMill PROGRESS PAYMENT Sandenon Stewart Project No.t5022.G4 PAY ESTIMATE NUMSSA Seven(7) ESTIMATE PERIOD: 10/25/17 to 11/25/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED:EEEA November 27,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION I-TT- T' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 9-inch Thick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(extend 1-foot SY 3,357.00 $6.90 123,163.30 0.00 $0.00 3,357.00 $23,163.30 3,357.00 $23.163.30 100.0"a X beyond edge of asphalt) 146 6-inch Fiber Reinforced Concrete Flam-ork with 3- SF 18,500.00 $5.40 $99,900.00 0.00 $0.00 18,668.00 $100,807.20 18,668.00 $100,80720 100.909 X inches of base(including Handicap Ramps) Pedestrian Pathway Through Median Statism 147 33+1NI LS 1.00 $2,000.00WW$2O . 0.00 liO.W 1.00 52.000.00 1.00 $2,000.00 100.0% X Pede<min Pathway Through Medan Stations 148 38+?0 and 44+10 EA 2 W $2OW.W $4,000.000.00 $0.002.00 $4,000.002.00 $4,000.001W.0°o X' 149 Truncaccc Dome Panel SF 620.00 $400.00 $248,000.00 0.00 $0.00 708.00 $283,200.00 708.00 $283,2M.00 114.2% X ISO 9-inch Thick Concrete Roundabout Truck Apron SF 3,921.00 $15.00 $58,815.00 0.00 $0,00 3,921.00 $58,815.00 3,921.00 $58,815.00 100.0"e X (ndudes 6-inches of base) 151 Concrete Curb and Gutter LF 5,606.00 $14.00 $78,484.00 0.00 $0.00 5,641.00 $78,974.00 5,641.00 $78,974.00 100.6% X 152 Roundabout Mountable Curb LF 291.00 $20.00 $5,8M.00 0.00 $0.00 291.00 $5,820.00 291.00 $5,820.00 100.00 o X 153 Roundabout Spill Curb LF 183.00 $20.00 $3,660.00 0.00 $0.00 183.00 $3,660.00 183.00 $3,660.00 100.01e X 154 Median Concrete Spill Curb LF 4,920.00 $20.00 $98,400.00 0.00 $0.00 4,920.00 $98,400.00 4.920.00 $98,400.00 100.0o.0 X 155 llfcdian Type A Curb LF 1,280.00 $20.00 $25,600.00 0.00 $0.00 1,280.00 $75,600.00 1.280.00 $25,600.00 100.09.s X 156 3-inch Concrete Median Paving(includes 3-inches SF 13.680.00 $4.50 $61,560.00 0.00 $0.00 13,680.00 $61,560.00 13.680.00 $61,560.00 100.0% X of base) 157 Adjust Water Valve EA 8.00 $500.00 $4,000.00 0.00 $0.00 8.00 $4,000.00 8.00 $4,000,00 100.0% X 158 Adjust Extsting Manhole to Grade EA 10.00 $500.00 $5,000.00 0.00 $0.00 10.00 $5,000.00 10.00 $5,000.00 100.0°a X 159 1.3-foot Manhole Barrel Section EA 2.00 $1,500.00 $3.000.00 0.00 $0.00 3.00 $4,5W.00 3.00 $4,500.00 150.00 o X 160 2.7-foot Manhole Barrel Section EA 2.00 $2,000.00 $4,000.00 0.00 $0.00 3.00 $6,000.00 3.00 $6,000.00 150.00.. X 161 4.0-fo of Manhole Basel Section EA 2.00 $2-".00 $5,00(.W 0.00 $0.00 0.00 S0.00 0.00 $0.00 0.0"e 162 installation of Existing Barrel Section EA 2.00 $1,000.00 $2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.000 163 1 1/2-inch Minus Crushed Base Course Blended at C, 9.00 550.00 $450.00 0.00 $0.00 9.00 $450.00 9.00 $450.00 1 W.0"a X �'dlow<tone Ave.Park Approach and Park Path 164 Clas<I Rip Rap CY 1,398.00 $45.00 $62.910.00 0.00 $0.00 1,398.00 $62,910.00 1,398.00 $62,910.00 100.4r.. X 165 RcplaceTop" CY 5,O00.00 $5.00 $25,001).0() 0.00 $0.00 5,000.00 $25,000.00 5,000.00 $25,000.00 100.01a X 166 Re-seed Embankment Boulevard,Median and LS 1.00 $10,000.00 $10.000.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 IW.O"a X Dmturbed Areas Oak Street Improvements-Ferguson Ave=to New Holland Drive Pry App No 7-PENDING Page 3 of t Oak Street Improvements-Ferguson to New Holland Drive P R O J E C T OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER Seven(7) ESTOUTE PERIOD: 10/25/17 to ll/25/17 CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED November 27.2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT QUANTITY AMOUM' QUAMTTY AMOUNT •/.OF BID ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUM' QUANTITY AMOUNT CMPLTE N 167 Haul-off Excess Topsoil Cy 2,007.00 $5.00 $10,035.00 0.00 $0.00 2,007.00 $10,035.00 2,007.00 $10.035.00 100.0% X 168 6-inch PVC Utility Conduit(18-inch min.depth) LF 280.00 $9.00 $Z520.00 0.00 $0.00 300.00 $2,700A0 300.00 $2,700.00 107.1% X 169 Miscellaneous Work LS 1.00 $50,000.00 $50,000.00 0.00 $0.00 1.07 $53,709.o0 1.07 f53,709.00 107.4°.o TOTAL-SCHEDULE I $2,402,431.00 $1,040.001 1 S2,394.177.18 f2,396,017.18 99. .7 Schedule II-Signage&Striping Improvements Base Bid 201 Remove Existing Sign and Post EA 36.00 5250.00 $9,000.00 0.00 $0.00 36.00 $9,000.00 36.00 $9,000.00 1WO% X 202 Remo%c Single Sign Face from Existing Post EA 2.00 f250.00 $500.00 0.00 $0.00 2.0o $500.00 2.00 55W.00 100.016 X 203 Rcnct Existing CustDm Park Sign FA 1.00 $1,W.00 $1,5W.00 0.00 $0.00 1.00 $1,500.00 1.00 WW.00 100.0°. X 204 Relocate Existing Sign to New Lurrunaire EA 1.00 $350.00 $350.00 0.00 $0.00 0.00 f0.00 0.00 $0.00 0.01'. 205 Relocate Existing Sign with New Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 3.00 $1,650.00 3.00 $1,650.00 1000, X 206 Nc v OM4-2 Sign with Post EA 14.00 $550.00 $7.700.00 0.00 $0.00 10.00 WSW* 10.00 55,5W.00 71.41. 207 New OM4-2/W7-6 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0". 208 Ncw•0M4-2/W1-7 Sign Cluster with Post EA 1.00 $550.00 $550.00 0.00 $0.00 1.00 $550.00 1.00 $550.00 100.0% X 209 New OM4-2/11I1-2 Sign Cluster with Post EA 4.(Xi $550,0(► f2,200.00 0.00 $0.00 4.00 $2,200.00 4.00 f2,2(10.00 100.00. X 210 New R3-5 Sign on Signal Mast KA _::: $250.00 $750.00 3.00 $750.00 0.00 $0A0 3.00 $750.00 100.0°o X 211 Ncw•133-1 Sign on Signal Mast EA 4.00 $250.00 $1,000.00 4.00 $1.000.00 0.00 $0.00 4.00 $1,000.00 100.0°a X 212 New 114-7 Sign with Post EA 5.00 5550.00 f2,750.00 0.00 $0.00 5.00 $2,750.00 5.00 $2.730.00 100.06 o X 213 New R4-4 Sign with Post ??A 1.00 $500.00 $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 1oo.0°e X 215 Neu-R3-17/R7-1 Sign Cluster with Post EA 4.00 $550.00 $2,200.00 0.00 $0.00 4.00 $2,200.00 4.00 $2,200.00 100.0"c X 216 Nni R74 Sign with Post FA 1.00 $500.00 000.00 0.00 $0.00 6.00 $3,000.00 6.00 $3,000.00 6000,e X 217 Nmv R3-17 Sign and Re-use 117-1 Sign on Existing FA 2.00 $450.00 $900.00 0.00 $0.00 200 $900.00 2-00 $900.00 1 W.0°o X Post 218 New(2)D3-1/(2)D3-1/R4-7 Sign Cluster with Post EA 4.00 $650.00 $2,600.00 0.00 $0.00 4.00 $2,600.00 4.00 $2,600.00 100.00..a X 219 New RI-5 Sign with Post EA 8.00 $550.00 $4,400.00 0.00 $0.00 8.00 $4,400.00 8.00 $4,400.00 100.00 o X 220 Remngular Rapid Flash Beacon with New Wll- VA 4.00 $5,750.00 $23,000.00 0.00 $0.00 0.00 15/W16-7P Sign Cluster f0.00 0.00 $0.00 0.0'. X Neu(2)D3-1/(2)D3-1 Sign Cluster and Re-use Rl- �1 3 1SignwithPost E:1 .00 $625.00 f],875.00 0.00 $0.00 3.00 f1,875.00 3.00 $1,875.00 100.01. X Oak Street MWrovements-Fagwon Averue to New HoUM Drive Pry App No 7-PENDING Page 4 of 9 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: FLmders Mill PROGRESS P A Y M E N T Sanderson Stewart Project No.15022.04 PAY EST04ATE NUMBER Seven(7) ESTIMATE PERIOD: 10/23/17 to 11/25/17 CONTRACT FOR:Schedules 1,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: November 27,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANITTY AMOUNT •/.OP BIDCMPLTE Z22 New(2)D3-1/(2)D3-1/Rl-1 Sign Cluster with Post EA 2.00 $650.00 $1,300.00 0.00 $0.00 2.00 $1,300.00 2.00 $1,300.00 100.0"a X 223 New W11-2/W16-7P Sign Cluster with Post EA 8.00 $600.00 $4,8W.00 0.00 $0.00 8.00 $4,800.00 8.00 $4,800.00 100.0% X 224 New W4-2 Sign Kith Post EA 1.00 $550.00 $550.00 0.00 $0.00 1.00 $550.00 1.00 $550.00 100.00 s X 225 New W20-5 Sign With Post EA 1.00 $550.00 $550.00 0.00 $0.00 1.00 $550.00 1.00 $550.00 1000..e X 226 New W2-6/W13-1 Sign Cluster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 3.00 $1,650.00 3.00 $1,650.00 100.0°e X 227 New R3-8 Sign Cluster with Posts EA 6.00 $550.00 $3,3W.00 0.00 $0.00 6.00 $3,300.00 6-00 $3,3W.00 100.006 X 228 Now D11-1/M6 2 Sign Cluster on Luminaire EA $450.00 $3,600.00 8.00 $3,600.00 0.00 $0.00 8.00 $3,600.00 100.0"e X New W11-2/W16-7P Sign Cluster on HAWK 229 Signal Pole EA 8.00 $450.00 $3,600.008.00 $3,600.00 0.00 80.00 8.00 $3,600.00 100.0% X 230 New R10-23 Sign on HAWK Signal Mast EA 16.00 $450.00 $7,200.00 16.00 $7,200.00 0.00 $0.00 16.00 $7,2W-00 100.0•o X 231 New(2)D3-1/R1-2 Sign Cluster with Post EA 4.00 $550.00 $2,2W.00 0.00 $0.00 4.00 $2,2W.00 4.00 $2,200.00 100.006 X 232 New DI1-1/MS-2 Sign Ouster with Post EA 3.00 $550.00 $1,650.00 0.00 $0.00 3.00 $1,650.00 3.00 $1,650.00 100.0% X 233 New DI1-t/M6-2 Sign Cluster with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 2.00 $1,100.00 2.00 $1,100.00 100.0% X 234 New R2-1 Sign with Post EA 2.00 $550.00 $1,100.00 0.00 $0.00 2.00 $1,100.00 2.00 $1,100.00 100.00.. X Z35 New R6-4 Sign with Post EA 4.00 $550.00 $2,2W.00 0.00 $0.00 4.00 $2,2a1.00 4.00 $2,200.00 100.01.6 x 236 New R9-11 Sign with Post EAow $500.00 $500.00 0.00 $O.W 1.00 $500.00 1.00 $500.(N) 100.0°.6 X 237 New White Flexible Surface-Mount Delineators EA 35.00 $350.00 $12,2W.00 0.00 $0.00 35.00 $12,250.00 35.00 $12,250.00 100.01n X 238 New Yellow-Flexible Surface-Mount Delineators EA 32.00 $350.00 $11,200.W 15.00 $5,2-%.00 32.00 $11,200.00 47.00 $16,450.00 146.9% X Z39 Epoxy Traffic Markings(White) GL 45.00 $Z50.00 $11,250.00 0.00 $0.00 45.00 $11,250.00 45.00 $11,230.00 100.0% X 240 Epoxy Traffic Markings(Yellow) GL 3.00 $250.00 $750.00 0.00 $0.00 3.00 $750.00 3.00 $750.00 100.0•o X 241 Thermoplasacs(White) SF 4,944.00 SM.00 $148,320.00 1,520.00 $45,600.00 3,670.00 $110,100.00 5,190.00 $155,700.00 105.0,,o X 242 Curb Epoxy(Yellow) GL 9.00 $250.00 $2,250.W 0.00 $0.00 9.00 $2.250.00 9.00 $2,2-%.00 100.0"o X 243 Pavement Marking Obliteration(4-in Stripe LF 4,492.00 $4.00 $17,968.00 0.00 $0.00 4,492.00 $17,968.00 4,492.00 $17,968.00 100.0.. X Equivalent) 244 Miscellaneous Work LS 1.00 $5,000.00 $5,OW.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°.o TOTAL-SCHEDULE II 1 1 $309,313.00 $67.000.00 $225.793.00 $29Z.793.00 1 94.7•. Schedule III-Electrical Improvements Base Bid 301 Structural Concrete Pole Foundations Cy 30.60 $1,805.00 $55.233.00 0.00 $0.00 31.07 $56,081.35 31.07 $56,081.35 101.5•i X Oak Street ImprovmKms-Ferguron Avenue to New Hdknd Drive Pry App No 7-PENDING Page 5 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mil] PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Seven M ESTIMATE PERIOD: 10/25/17 to ll/25/17 CONTRACT FOR Schedules 1,1I,and III SUBMITTED BY:ISIME Construction DATE PREPARED: November 27,2017 CONTRACT CONTRACT TMS ESTIMATE PRIOR ESTH"TES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 302 Conduit,1.5-inch PVC,Trench LF 505.00 $10.78 $5.443.90 0.00 $0.00 620.00 $6,683.60 620.00 $6,683.60 122.8"° X 303 Conduit,2.04nch PVC,Trench LF 5 255.00 $14.85 $78,036.75 0.00 $0.00 3,870.00 $57.469.50 3,870.00 $57,469.50 73.6"o X 304 Conduit,2.0-inch PVC,Push LF 60.00 $100.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.0°° X 305 Condtnt,2.5-inch FVC,Trench LF 335,00 $19.58 $6,559.30 0.00 $0.00 325.00 16,363.50 325.00 $6,363.50 97.0°° X 306 Conduit,23-inch PVC,Push LF 95.00 $25.00 $2,375.00 0.00 $0.00 80.00 $2,000.00 80.00 $2,000.00 842°° X 307 Conduit,3.0-inch PVC,Trench LF 55.00 V2.50 $1,237.50 0,00 $0.00 65.00 $1,462.50 65.00 $1,462.50 118.2% X 308 Conduit,3.0-inch PVC,Push LF 80.00 $30.00 S2,400.00 0.00 $0.00 76.00 $2,280.00 76.00 $2,280.00 95.0% X 309 Pull Box,Composite Type 1 EA 11.00 $616,00 $6,776.00 0.00 $0.00 1100 $7.392.00 12.00 $7,392.00 109.1% X 310 N11 Box,Composite Type 2 EA 16.00 $1,023.00 $16,3,68.00 0.00 $0.00 16.00 $16,368.00 16.00 $16,368.00 100.0"o X 311 Pull Box,Composite Type 3 EA 1.00 $I W.00 $I-W.00 0.00 $0.00 1.00 $1,5W.00 1.00 $1,500.00 100.0% X 312 Cable,Copper,12e No.14AWG(Signals) LF 1,270.00 $3.74 S4,749.80 80.00 $299.20 1,273.00 $4,761.02 1.353.00 $5,06022 106.5°n X 313 Cablc,Copper,7c No.14AWG(Signals) IF 1,305.00 V-64 $3,44520 0.00 $0.00 1,448.00 $3,822.72 1,448.00 $3,8n 72 111.0°o X 314 ('able,Copper,Sc No.14AWG(Signals) LF 665.00 $2.35 $1,%2.75 288.00 $676.80 0.00 $0.00 288.00 $676.80 43.3°° 315 (able,Copper,3e No.14AWG(Optieom) LF 275.00 $3.08 $847.00 0.00 $0.00 288.00 $887.04 298.00 $887.04 104.7°o X 316 Conductor,Copper,#6 AWG,Contoller LF 120.00 S200 $240.00 0.00 $0.00 123.00 $246.00 723.00 $246.00 102.5% X 317 Conductor,Copper,#8 AWG,Controller LF 1,245.00 $1.50 $1,867.50 0.00 $0.00 1,818.00 $2,727.00 1,818.00 $2.727.00 146.01.o X 318 Conductor.Copper,#10 AWG,Lighting& LF 21,635.00 $0.72 $15,577.20 3,210.00 S2,31120 17,532.00 $12,623.04 20,742.00 $14,934.24 95.91a X Ground 319 Cable,Radar Detector LF 650.00 $3.96 $2,574.00 0.00 $0.00 701.00 S2,775.96 701.00 $2,775.96 107.8°o X 320 Supply&Install Type P Controller Cabinet EA 1.00 $45,321.00 $45,321.00 1.00 $45,321.00 0.00 S0.00 1.00 $45.321.00 100.00,o X 321 Controller Cabinet Pedstal Type P EA 1.00 $1,650.00 $1,650.00 0.00 $D.00 1.00 $1,650.00 1.00 $1,650.00 100.0'o X 322 Supply&Instal]Pole Mounted Controller Cabinet EA 4.00 $5,750.00 $23,000.00 4.00 $23,000.00 0.00 $1.00 4.00 $23.000.00 1000! X 323 Supply&Instal]Controller Type"P" EA 1.00 $2,750.00 $2,750.00 1.00 $2,750.00 0.00 $0.00 1.00 $2,750.00 100.0!e X 324 Supply&Install Traffic-care TS2 Controller EA 4.00 $7,50.00 $29,000.00 4.00 $29,000.00 0.00 $0.00 4.00 $29,000.00 100.0'e X 325 Supply&Instal]Emergency Preemption Detector EA 1.00 860.00 860.00 1.00 System(Model 72z) g6o.00 0.00 $0.00 1.00 82860'.00 100.0'o X 326 Supply&Instal]Detector-Radar/Presence EA 4.00 $9,900.00 $39,600.D0 4.00 $39,600.00 0.00 $0.00 4.00 $39,600.00 100.0"o X Oak Street htprovaoem-Fagtutm Avenue to New HoOud D ve Pry App No 7-PENDING Poga 6 of 8 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:ISeven(7) ESTIMATE PERIOD: 10/25/t7 to 11/25/17 CONTRACT FOR:Schedules I,1I,and III SUBMITTED BY:ISIME Construction DATE PREPARED: November 27,2017 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 327 Signal Std.Type 1-100 EA 12.00 $825.00 $9,900.00 0.00 $0.00 12.00 $9.900.00 12.00 $9.900.00 100.0"o X 328 Signal Std.w-/30-foot Mast(I'Me 3A) EA 3.00 $10.000.00 $30,000.00 3.00 $30,000.00 0.00 $0.00 3.00 $30,000.00 100.0°" X 329 Signal Std.w-/35-foot Mast(Type 3A) EA 6.00 $10,560.00 $63,360.00 6.00 $63,360.00 0.00 $0.00 6.00 $63,360.00 100.0°n X 330 Signal Std.w-/40-foot Mast(Type 3A) EA 2.00 $15.000.00 $30.000.00 2.00 $30,000.00 0.00 $0.00 2.00 $30,OW.00 100.0e e X 331 Signal Std.w/45-foot Mast(Type 3A) EA 1.00 VS,000.00 $25,000.00 1.00 $25,000.00 0.00 $0.00 1.00 $25,000.00 100.0o e X 332 Light Standard 40-foot Mounting Heigth with 10- EA 15.00 $5,000.00 $75,000.00 0.00 $0.00 15.00 $75,000.00 15.00 $75,000.00 100.0e'" X foot Mast Arm 333 Light Standard 40-foot Mounting Heigth with 15- EA 2.00 $7.000.00 $14,000.00 0.00 $0.00 2.00 $14,000.00 2.00 $14,000.00 100.0"e X foot Mast Arm 334 Lumii a Assembly LED EA 29.00 $500.00 $14SW.W 0.00 $0.00 29.00 $14,SW.00 29.00 $14,SW.00 100.0"e X 335 12"xl2"xl2"Traffic Signal Ind. EA 8.00 $IS40.00 $12,320.00 11.00 $16,940.00 0.00 $0.00 11.00 $16,940.00 137.51e X 336 12"xl2"x12"HAWK Signal Indications EA 24.00 $1,870.00 $41,880.00 24.00 $441880.00 0.00 $0.00 24.00 $44,880.00 100.Oee X 337 Mast Arm Astro Brackets EA 6.00 $250.00 $1 SW.W 6.00 31,500.00 0.00 $0.00 6.00 $1 SW.00 1 W.0".e X 338 Pedestrian Signal Ind.12-inch Symbols(Count EA 24.00 $1.485.00 $33,640.00 15.00 $22,275.00 9.00 $13,365.00 24.00 $35,640.00 1000" X Down) 339 Pedestrian Push Buttons-Tactile EA 24.00 $2.090.00 $50,160.00 12.00 $25.080.00 12.00 $25,080.00 24.00 $50,160.00 100.0".e X 340 Type"C"Service Assembly LS 4.00 $5,315.00 $21,2N.001 0.00 $0.00 4.00 $21,260.00 4.00 $21,260.00 1 W.0% X 341 Construction Traffic Control LS 1.00 $15,000.00 $15,000.00 0.35 $5950.00 0,63 $9,750 W 1.00 $15,O00.00 I00.0e'" X 342 Remove dt Sakage lixisung Luminaries LS 1.00 $7,500.00 $7.500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.01.n X 343 Nbsre0ancous Work LS 1.00 $20,000.00 $20,000.00 0.00 $0.00 0.81 $16,2OO.00 0.81 $16,2e0.00 81.0..'" TOTAL-SCHEDULE III SM 993.90 $410,103.20 $386.148.23 $796,251.43 963"" TOTAL PROJECT `3538,737.90 $478,94320 $3,006,118.41 $3,485,061.61 98.5e o Oak Street lmprovemems-Ferguson Avenue to New Holland Drive Pay App No 7-PENDING Page 7 of g Oak Street Improvements-Ferguson to New Holland Drive PROJECT O W N E R:I Flanders Min PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Scvcn(7) ESTIMATE PERIOD: 10/24/17 to 11/251 V CONTRACT FOR:Schedules 1,11,and III SUBMITTED BY:ISIME Constriction DATE PREPARED: November 27,20I7 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID LESS TEST FAILURE DEDUCTIONS $0.00 0.(N) $0.00 0.00 SQ(N) o.00 $0.00 LESS LIQUIDATED DAMAGES $0.00 0.00 $0.00 0.00 $0_(H) 00I $0.00 TOTAL DEDUCTIONS $000I 1 &).00 $0.00 TOTAL ADVANCED MATERIALS RECEIVED 553.Ia?78 LESS USED ON CONTRACT $53.142.78 ATERlALS ON HAND NOT USED >().UU WORK COMPLETED TO DATE $3,485.061.61 'TOTAL WORK AND MATERIALS $3,485.061.61 O N T R A C T TIME START / STOP DATES LESS DEDUCTIONS $0.00 +or-Change Order START OTAL $3,485,061.61 otal Contract TimeSTOP LESS RETAINAGE (Either SYo or Punchlist Value) $174,253.08 Len Used mWEATHER DAYS 0 otal Davy Reai 0 ESTIMATED END ercent Of Time Used ISUBST.CMPLTE. OTAL EARNED TO DATE(INCL IYs STATE TAX) $3,310,808.53 I Hcrebv Cert fv Theo,Quaa 5ticr And Times To Be True And Correct LESS PREVIOUS PAYMENTS(INCL 1%STATE TAX) $2,835,812.49 F- cRSON STEQrART THE CONSTRUCTION OTAL THIS ESTIMATE(INCL 1°/.STATE TAX) M54,9`6.04127/17 �SS 1S'.MONTANATAX e DA ignature DATE Danielle Scharf, PE TAL DUE CONTRACTOR THIS ESTIMATE 5454.9�t&O-4 mc: ud Name: APPROVED FOR PAYMENT FLANDERS MILL Prepared By: HAV DATE: Oak Strad kWovemenu-Ferpsm Avenue to New Holland Drive Pry App No 7-PENDING Par a of s MEMORANDUM March 13, 2018 To: Jenna Louttit, Claims From: Bob Murray, Project Engineer Re: Claim for Professional Services Oak Street Improvements Project Attached is the approved claim for Statement No. 135 and back-up for reimbursement for construction services to Flanders Mill, LLC on the Oak Street Improvements project in the amounts of: Oak Ferguson Intersection, Arterial and Collector District - $ 5,250.27 Oak Ferguson Intersection, Street Impact Fees - $ 21,001.09 Oak Street Corridor, Arterial and Collector District - $ 32,864.62 Oak Street Corridor, Street Impact Fees - $ 32,864.62 Oak/Davis Intersection, Arterial and Collector District - $ 19,709.50 Oak/Davis Intersection, Street Impact Fees - $ 78,837.99 If I can be of further assistance,please feel free to contact me. cc: ERF Project File Enclosure Flanders Milll LLC Invoice 235 Greenhills Ranch Rd Date Invoice# Bozeman, MT 59718 2/28/2018 135 Bill To Ship To City of Bozeman' PO Box 1230 Bozeman,MT 59771 P.O. Number Terms Rep Ship Via F.O.B. Project 2/28/2018 Quantity Item Code Description Price Each Amount Oak Street Ferguson to New Holland Surface Utility Imp... Schedule I Surface&Utility Improvements 16,275.00 16,275.00 Retainage Billing Retainage Held 174,253.08 174,253.08 Total $190,528.08 Date Invoice No Amount 11/30/2017 130 $ 23,947.16 10/26/2017 115 $ 32,558.17 96/28/17 114 $ 32,364.75 8/30/2017 110 $ 35,560.84 7/31/2017 104 $ 28,914.41 6/30/2017 102 $ 10,299.70 5/31/2017 101 $ 10,608.05 $ 174,253.08 Final invoice $ 16,275.00 Total $ 190,528.08 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: glanders Miff PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Eight(8) ESTIMATE PERIOD: 1 11/25/17-Final CONTRACT FOR:Schedules I,II,and III SUBMITTED BY:ISIME Construction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT] ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID pcl Schedule I-Surface&Utility Improvements Base bid 101 Nlobilizatiun and Insurance 1.S 1.00 5145,(XX).(X) 5145,(0AX) RM SOAX) I.IX) 5145,(X)O.(XI UX) S145,(XXLW 1(K).11",� X 102 Simmm-mler Nfan-. mcnt and Erosion Control 1 S 1.00 S15,(NA).(N) S15,IXX).(X) 001 SO.(XI 1,(X) S15,(XK).(K) 1.(N) 515,(X)O.(N) 100.0"m k 103 fhflic Control During Constrnction IS 10) S25,1XX1.W S25,(W.00 00) SRW 101 S25.(KX).(N) 10) 525.(XK).(X) 100.0 x 104 G,sploratory Fxcavation I IR 10.(X) 5350_(X) 53,5000) O0) SII.00 WAX) 53,5(X).(X1 1R00 53.5(N),(NI RX1.0"a, x 105 (7ear and Gntb I's L(H) 56,5(N).(NI 56,5(00) RM SOAX) IAX) S6 5(X).(X) 11N) S6,51NLO0 11XLO':'" a 106 Kc wcc and Stockpile Topsoil Cy 7,I917.(X) S30) 521,021.W 00) SILIX) 7,(X)7.(N) $21112I.M 719)7.00 S21.O21.IN1 IM.W X 107 Nzwutand Remove lixisting Asphalt SY 4.294.(X) 54.50 519,323.(X) 0.(X) S().(X) 530).W 523,850AP 5,3W.W 523,850.00 123.4 x 104 Remove and Dispose of Existing Curb and Gutter LF 3,(N)5.(XI 51.00 $3,(X)5.(XI RM SOAX) 3,0350) 53,035.00 3 035.(NI S3,035.(N) 10I.W" k 107 Remove and Dispose of I(xist ng Sidewalk Sh 2,774.(N) SLIM) 52,774.IX1 O.IXI 5(1.(XI 2,9180) 52,9180) 2,918.(X) 52,918.IXI 105.2 x Remove and Dispose of I�,xisting Concrete I1f1 Sh 230.(N) S1.(0 S2311.011 (LIXI SO.W 23(L(NI 5230LINI 23161X1 523(LINI 1lNL0"„ X DrivcNrty Remove a rrtion of N Yellowstone Ave III I I landicap Ramp and Replace Curb to Dull I leight ti 1.0052,5(XL(NI 52,S(XtlX1 00) 5(L(XI L(N) S2,5(X).(XI LW525(N),IXI 11N).(1" X 112 Remove a Portion of\lcaghcr Ave I landicap I,S UK) 52,5001X1 52,5(X),IXI 0.(X) SO.IXI Hx) 52,5(X).(N) LW 52,5(X).(X) 1(0.0 Ramp and Replace Curb to Full I leight 113 Relocate I�Nisting Dire I 1pdrant FA 2.(IO S4jXX).(X) S8,IXX).(X) 0.(X) SOAR) Ux) S4XXX).(X) 10) S4,IXX).(X) 500",, 114 Remove 36-inch RCP FFS and Install New 60-inch IS L(X) 56,5000) S65MAX) 0.(X) S0.00 0.00 50.00 (I.IN) SOAX) 0.O Storm rlanholc(NI I L1) 115 36-inch RCP Storm Drain Pipe LF 72.00 Sl1 L(X) 57,992IX) RIX) SO.W 001 SO.(X) 0AX) SR(H) 0.0"'" 116 Winch RCP Storm Drain FPS I?A 1.00 5888-W 5888.(K) (LW SO.(X) 0.00 5001 O.(N) S0.(N) 0-0"•s. Retmnc 43.75-inch x 2(63-inch FF_S and Connect 117 FA 2.01 S75(1.(N) 51,500.(Nl (1.fX1 SOAX) 2.lNl 51,SIIO.IX) 2.IX) 51,5011110 I(Nl.(I h.new Arch Pipe 43.75-inch x 26.63-inch RCP Storm Drain arch 118 I' LF568.INI S15(LfXI 585,^_INLIXI O.(X) S(l.lX) 568.(X) 585,21N1.(X) 5(,8.(X) SSS�OILIIO 101Lfl"'', 43.75-inch x 26.63-inch RCP Storm Drain Arch 117 I,1,+ h:r\ 2.(N) 51,2(N).(X) $2,41XL(N) 0.00 5(LIXI 2.(XI 52,41XLIN) 2,(N) 52,41X1.IN1 11N1.(1"" Remtn'e Emsting 48-inch R(:P Storm Drain Pipe 120 and FFS and Connect New 48-inch RCP to 1S L(X) S2,51Nl.(1) S2,5(O.00 0.IXI S00) LM 52,51N1.(X) ISO S25W.W 11N O,, I?xisring Davis Sturm Drain\lanhulc Oox 121 QLinch RCP Sturm Drain Pipc LF 197.(X) 5225.00 $44,325.110 OAK) S(VIX) 197.(X) S44 325.(X) 197.1X) 544,325.IN1 1011.(F", X 122 4&inch RCP Storm Drain FI?S FA 1.IN1 SI,8(N).(K) 51,8(X).(X) 00) $0.00 10) 51,8MAX) 1.00 51,8(Kl.(X) IW.0". X Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 8-PENDING Page I of 8 flak Strcct Imprr, tnrnt.-FcrNntson to New HoUand Drive PROJECT OWNER: Flandcn Mill PROGRESS PAYMENT Sandcnran Stewart Prrtieci No.15022.04 PAN ESTIMATE NUMBER Eight(9) ESTIMATE PERIOD: 11/25/17-Final CONTRACT FOR:Schedules 1.11,and III SI'B%IITTED BY: SIME Construction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID M 123 Rcrttovc Existing48-inch Storm Drain ivianhole IS 1P0 5500.(NI S51NL(X) RW SO.INI I.IXI SStNI,(N) LO(1 SSIN).fNl I(NI.0 Station 51+IR x 124 Nev,48-inch Storm Drain Manhole(NIIIB) I?A I.M S5,(XX).00 S5,(NXI.IX) RM SII.W 1.00 S5,0(X).(X) 1.10 S5,(XN).(X) IM.0111, S 125 DoubleStorn Drain Curb Inlet EA 7.(XI $4,1XX6(N) S28,(XX).W RIK) SRW 7.1X) 528,(XN).(R) 7.(X) $28,(NN).(X) 100.II",� N 126 Sirg4CStonn Drain Curb Inlet FA 4.00 52,850.00 511,4(X10) RIX) 50.01 4.(X) 511,41R)-W 4.(X) S1LAX).(Nl 1M.0 X 127 (rrnnmt to I?xisting 12-inch Storm Drain Pipe- Sntim32+25 LA L(Nl $1,U01 L(NI $1,(N Nl(NI O.(NI SIl-IXI (LINT ILINI ILIX) $(1.(0 11.111,., 128 18-inch RCP Storm Drain Pipe 1.1' 136.(X) 535.(X) $4,7600) O.(XI SO.OI) 136.(it) $4,760.(X) I360) S4,76WX) IW.01, X 129 15-inch RCP Storn Drain Pipe LF 360.(l) 533.00 $11,8800) O.(X) 5O,(X) 360L(N) Sl I,BWL(N) 360.W $11,880 W 1WA) S 130 15-inch RCP or PVC Storm Drain file I'll' 431.00 533.W S14,1230) 0.W SRW 43LW 514,221M 431.(N) S14,'_D.(NI 1W.1111.1 x 131 12-inch RCl'Storm Drain Pipe LI. 74.00 530.0O 52.,2200) 00) SRW 460.(X) 513,8(0.I1I 460.0O 513,8(XI.(X) 621.6"„ X 132 12-inch RCP or PVC Storn Drain Pipe IT 321-W 530.W 59,630.(X) 0.01) SO.W 336.W Sl0,0.80.W 336.(X) S10,080.I9I 104.7",. X 133 IS-inch RCP I+AS, RA 30) 5280.(X) S940.0O R(N) $06(K) 3.00 S840.W 3.(X) 584(L(R) IM.0 S 134 15-inch RCP FISTS FA 6.W $264.(X) 51,584.(X) 0.W S00) 6.(R) 51,5840) ON S1,584.(X) IW.0111. )( 135 12-inch RCP FE,FS FA 2.OI) 5240.W $480.0) 0.(X) SO.00 2.(X) 54800) 2.W S480.(K) IM.011. X Locate I'nd of Iixisfing 15-inch culvert and 130 0,innect to New 15-inch RCP Culvert withIS MA) $1,500.(R) 51,5M.W O.W $0SX) I'M 51,5W.W 1[X) $1,5(X).(X) 1(X).O1'' x I:rstcrctc Collar 137 Cndwsifttvllixcavation Cy 8,655.00 S3.(X) $25,9650) R(N) SO.(N) 8,655AO 525,9050) 8,6550) $25,965.(XI 100.011, 138 Pc'tRvam Pond Excavation and Grading IS 1.IX) S4J").(XI S4,(XNIOO RM SO.W I.IX) S4,(XXI.((I I,W S4,(XN)JX) IW.0"" X 139 Imported Pill (N' 11,983.(X) S16.W 5191,728.W 00) S0.(X) 11,983.0) $191,728.(X) 11!9830) 5191,728.(X) 11XO' X 140 Gcosvvnthetic Itcinforccment Fabric(INlirnfi 38(h or SY 21,398.(X) 56.5) $139,O87.(X) 0.W i o a approved equal at Ittcarions directed by Engineer) SO.II(1 1_r45.fX1 S7),5J_.50 1�._45.Iq Si'),59250 57.2 Y 18-ineh'I'hick 3-inch dlinuS Subbase (extends 9- 141 inchcsbehindcurb) SY 21,398.1N1 SILIX) $2353iA.(XI II IX) Sll(N) 21,39RINl 5235,378.fN1 21,398.INI S2-35,378.(N) 1IXLfM';, S 142 6.4neh'hick 1 1/2-inch 6iinus(rushed Base SN'(extend 21,398.(NI 54.05 586,66 .90 (4(X) SO.IX) 21.398.(Xl SS(i,66L9O 21,398.(X) $!(6,(,6190 1(XLO" ('cause s 9-inches behind curb) 143 4-inch Asphalt Paving(2lifts) SY 16,175MI 518.18 5294.061.54) 00) S0.0n 17-16LW 5313,804.98 17 26L(XI 5313,N 498 IO6.7 144 ?5•inch Asphalt Path SY 2,798.(X) 51135 531,75-.30 O.W S(1.00 2,798.(K) 531,757.30 2.798.(R) S31 757.30 IWJP',, a Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 8-PENDING Page 2 of 8 Oak Smect Irnprnvcments-Ferguson to New Holland Drive P R O J E C T OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:Eight(8) ESTIMATE PERIOD: 11/25/17-Final CONTRACT FOR:Schedules I,[I,and IIII SUBMITTED BY:JSfME Construction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT ITEM DESCRIPTION UNIT' QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT CMPLTE QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (JC) 9-inch'fliick 1 1/2-inch Minus Crushed Base 145 Course beneath Asphalt Path(c.,tend 1-foot SY 3,357.0) S6.90 S23,163.30 RW S00) 3,357.W S23,163.30 3 i57dNl S23,163.30 I(XW x bervnd edge of asphalt) 6-inch Fiber Rcin forced Concrete Flanvork with 3- 146 SF 18,5(10A0 55.411 $99,9flll.gl (LlR) S(IANI 18,668.INI SIlN1,807?0 18,(68.IN) Sl(X1.807?(1 1(X1.9 X inches oFbase(including I landicap Ramps) 147 Pedestrian Pathwmv Through Median Station I S 1(XI S2$XX).(X) $2.000.W 0.W S0.(XI LW S2,(XX).(X) L(X) 52,(NX)dX) 1W.0"a Pedcurian Pathway Through Median Stations 148 . hind 44+10 FA 2.W $2,O(HUX) S4,INX).(N) 0.(X) S0.(X) 201 S4,(XX).(K) 2,W S4,IXN),IXI IINLO"„ 149 *fnrtraatcJ Dome,Panel SI' 620.00 S4(X)JX) S24000.00 00.) SO.00 708.(XI S283,2WAXl 708.W S283,2WAXI 114.2"L X 150 9-inch'MickConcrete Roundabout'fmck Apron SF 3,921.(XI $15.(X) S59,8150) 0.(N) SOAX) 3,921.IXI S58,815.(H) 3,921-W S58,815.00 1fX O.(includes 6-inches of base) 151 0mcwteCurb and Gutter LF 5,606.(N) S140I S78,484.(X) 00) S0.W 5,641.IN1 S78,974.(X) 5,641.(N) 578,974.0() 1(X).6"'" X 152 Roundabout Mountable Curb LF 291.(X) $20.10 S5,8200) 00I S00) 2911(11) S5,8211.(X) 2910) S5,8200) 11XUI"-„ A 153 Roundabout Spill Curb IT 183.00 S20.(N) S3,660.(X1 (1W 500) 183.(N) S3,660.(XI 1830) S3,660.INI X 154 Median COnerete Spill Curb LF 4,920.00 S20.(X) S98,4WAX) 0.0I 50.(Xl 4,920.1N1 S98,4(Nl.(X) 4,920.(N) S98,40)01 I( .(r" X 155 Mcdian Trpc A Curb LF 1,2800) S20.00 S25,(i(N),(X) 11.IN) $IU00 1,280.00 S25,G(X).(N) 1,280.(N) S25,(dX).(X) 1(XI.WY X 3-inch Concrete Mcdian Paving(includes 3-inches 15(i SI+ 13,680.0I 54.50 S61,560.(X) (1.(Xl SO.IXI 13,680.00 $61,5600) 13,680.(Nl $615611IX) 11X1.IM�, X.(base) 157 Adjust Water Valve VA W) S5W.00 S4,000.00 II.INI S(I.INI Mill S4.W0.(X) 8,00 S,I(OW.(X) 1000". 158 Adjust Rxisting Manhole to Grade HA IO.IX) C5(1(I.(X) S5,(NX),(X) 0.W S().(X) 111.1N) $5,0(K).(X) I().(X) S5,(XN).(Nl I(XI.11" 159 13-foot Manhole Barrel Section HA 20I S13WAX) S3,OfX).(X) 0.00 S00), 3.(NI S4,5(X).(X) 3.(X) S4,5(X),IX) 150.0"n X 160 ?7-fiat Nfanhole Barrel Section FA 2.(X) S2$XN).(N) S4,(XX).00 0011 S(I.00 3.W S6,(XN)XXI 3.W S6,(XX).(X) 150.01, X 161 4.114r.1 Manhole Barrel Section FA 2dX) S2,500.(X) S5,(XX1,W 0.00 S0.W 00) S0.W 00) S(L(X) 0.0 162 Inat:Jlatinn of Rxisting Barrel Section F'A 2(X) Sl,(m.(N) S2,(NX),(X) 0.00 S(l W ILIXI S00), (UN) S00) 0.011," 163 1 1/2-inch Minus Crushed Base Course Blended at Cy 9.(X) S500I S450.(X) RW SO.(X) 9.(X) S450.(X) 9.(NI S450.(N1 I W.011.1X vclkdmxtaMc Ave.Park Approach mid Park Path 164 Ows I Rip Rap CY 1,398.(X) S450) S62,910.(X) ILIXI SI1.110 1,398.1X) $62,9111.(N) 1 i98.IH1 S62,9IR(N) IW-0;, X 165 RcplaccTopsoil Cy $,fllXl.(NI S5.W S25,0(NI.IXI 0AXI S00) 5,0W.W S25 XK1.(X) 5,(XX).(H) S25,(XXI.(N) 1W.II111. X 166 Re-seW Embankment Boulevard,Median and IS I.W SK(WAX) S1l1,IXX1.(N) 0AXI S0.W L(NI Sl0,(NN).(XI 1.W S10,(XX).(Xl 1W.0 Disturbc(I Areas X (Yak Street Irrgnovements-Ferguson Avenue to New Holland Drive Pay App No 8-PENDING Page 3 of 8 Oak Street Imp- menta-Ferguvon to New Holland Dnvc PROJECT OWNER: FL•ndera Mill PROGRESS PAYMENT Sanderson Stewart Pmject No.1502L04 PAY ESTIMATE NUMBER: Eight(8) ESTIMATE PERIOD: 11/25/17-Final CONTRACT FOR:Schcdukx 1,11. anti 111 SUBMITTED BY: SIM E Cnnstntction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID 167 Ilaul-offFWCSS"fopsrnl CY 2,0()7.00 S5.00 S10,035.00 000 SO.00 2,00700 510,035.00 2'oo-.IN1 SIO,035-00 100.11 N 168 6-meh PVC Utility Conduit(I 9-inchmin.depth) 1.1. 280.00 S9.I() S2,520.00 0.00 SO.00 30000 S2, (MINI 30000 S2,70000 107.1 N 169 Ahsccllarx nn Work 1 1.00 S50,OJ)O, O S5O,(4)Q(N) 0.33 S16275.00 1.07 S53,7(19_0I 1.40 S69,984.00 140.0 N TOTAL-SCHEDULE I S2,40z431.006.275_ 51 IN) 52 i96,017.18 S2,412?92.18 11N1.4"�� Schedule II-Signage&Striping Improvements Base Bid 201 Rcmovc I aisting Si>rnand Post ISA 36.00 S250.00 S9,000.00 0.00 SOW 36.00 S9,(XIO.0O 36.00 59,(NNtoo IORO A 202 Remove Single Si},m Face from lisisting post I iA 2.00 5250.00 S500.00 (UN) SO.00 2.00 SSW-00 2.00 S500.00 100.0" N 20.3 Rcsct l?sisting Custom Park Sip I�,;A 1.00 S1,5(IO.00 SI,5oom) 0.00 SO.00 LOO S1,500,0I I01 S1,500.00 It 10.011 X 204 Rc6ratc Existing Siam to Ncw7,uminairc kA 1.00 S350.00 S350-00 0.00 SROO Oto SO.OII 0.00 50.00 0.0% 205 RebKatc Hxisling Siam with New Post 1';rA 3.00 S550.00 S1,6:iO.00 0.00 SO.00 100 51,650.00 3.00 SI,650.00 10001 N 2(K New 0A14-2 Sipm with post I?;A 14.00 S550.00 S7,7'NI.00 OA) SO I(UxI S5500.00 10.00 S5,500.00 71.4 N 207 New 0j\l4-2/WI-6 Si gm Cluster with Post FA 2W S550.00 SI,I'1O.00 0.00 50.00 0.00 SO.00 0.00 SO.00 0.0 1111 208 Note O1\142/VG'1-7 Si>,m Cluster with Post hA LOO 5550.00 Sfi O,QO) (hOO SO.00 I_00 S10.00 1.00 S530.00 100.0111. N 209 NoyOM4-2/RII-?SignClustcrwithPost li'\ 4.00 S5500) 52,2110.00 0.00 SO.00 4.00 S22(0.00 4.IN1 52,200.0 100.001" N 210 Nea 113-5 SitT _ on Silmal Mast F.A WTI 5250.00 5750.00 0.00 SO.00 3_00 S75000 3.00 S750.00 1000" X 211 Ncw D3-1 Sitm un Si�mal Mast FA 401 5250.00 sl'oo o) 0600 SO.00 4.00 SI 0400I 401 Sl,(HN).(N) 100.011 N 212 New114-7Si�'m with post I:A 5.00 S550.1111 S2,75O.00 0.00 14)A1 5.00 S2,750.00 5_00 52,750.00 100.0111. N 213 Ncvv R4-4 Sign with Post FA LOO S500.00 S90.00 O.(NI SO.00 LINT S5W_O) 1 00 S500,00 1I0-0% x 215 Ncw 113-17/117-1 Sigm Clusterwith]lost F.\ 4.00 S550.00 52_1(O.00 0.00 SO.00 4.00 S2,200.00 4-(N) S2.200.00 110L111111 N 216 New 117-1 Sign with Post VA 1.00 S500.00 S500.00 0.00 SROO 6.00 S3.010.0 600 S3,OJ10.00 WO.O N 217 NeW R3-17 Sign and Rc-usc R7-1 SiSm on Existing Post I?,A 2.00 S450.00 S9W.00 (LINT SROO 2_00 S9(1O.00 2_00 S900.00 It10.0" S 218 New(2)D3-1/(2)D3-I/R4-7 Sign('luster with[lostF,A 4.00 S650.00 S2,6(10.00 II.00 $0.00 4.00 S2,600.00 4.00 S2,600.00 100.011 N 219 New 1t 1-5 Sign with Post I?.A 8.00 S550.00 S4,400.0O ROO SO.00 8_00 S4,4(N).00 8_00 S4,4IXL0II 100.0"" N oo(t Rectangular Rapid Flash Beacon with New WI 1- 15/W16-7P SiLm Cluster I:A 4.005i75O.IN1 S23,lM NI_IAI 11.1 N) SO.00 O,(111 S(LOO 0.00 COO) 0.0 x 2221 New(2)D.3-1/(2)I)3-I Sign Cluster and Rc-usc ltl- 1 Sigmwith Post FA3.(N) 5625.fN) 51 R7i.(N) (1fN) SO.00 3.0H0 51,875.(MI 3.(0 51,875.IHI 11N).(I".. N (Yak Street Improvements-Ferguson A-m to New Holland Drive Pav App No 9-PENDING Page 4 of 8 Oak Street 1 reprove-ents-Ferguson to New Holland Drive PROJECT OWNER:IFIandersMill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER: Eight(8) ESTIMATE PERIOD: 11/25/17-Final CONTRACT FOR:Schedules 1,11,and 111 SUBMITTED BY:ISIME Construction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 221 New(2)D3-1/(2)D3-1/Rl-I Sign ClusterwithPost EA 2.00 5650.(N) S13(X).(X) O.(N) SO.(10 2.1N) S1,3(Kl.(N) 2.IN1 S1,3(N).(N) IM.0"-t, S 23 New W11-2/W16-7p Sign U U.Sterttith Post I:A 8.00 S60001 54,8IX).(10 RM S0.(NI 80) $4,8(N).(N) BUx) 54,8(N).(N) IM.O"" X 224 New\C42 Sip ,, withPost ISA 1.00 S55(1,(N) S550.(X) O.INI SO.(N) 10) 5550.(N) LINI 5550.(N) IINI.0 S 225 New W'20-5 Sw with Post I?A 1.INl S550.(N) 5550.00 0AX) SO.(X) 1.1N) 5550.(N) I.(N) 5550.IN1 100.II X 226 New VV2-6JW13-1Sigm(IusterwithPost I'.A 3.(1l) 55511.1N) SI,650.IN1 0-0) SO.tO 3.00 SI,(SILINI 3.0O SI,650.(N) 1010". S 2-17 New k3-BSign(:luster with Posts ISA 6.o0 5550.0) 53,3(N).(X) (LIN) S0.(X) 6.00 53,3(X).00 6.(N) 53,3(N).(N) IW.0 k 228 New D11-1/%M(.2 Sign Cluster on Luminaire h:.A &00 5450.0) 53,6000) (),INI SO.(N) 80) S3,6MAX) 8.(N) S3,6(N).(N) l(N).0"', x New W11-2/W16-7PSi ('luster onIIAWK 229 Signal Pole 18A S.fNI 545110) S3,61N1,INl O.(1(1 50.1N1 8.fN1 S3,6(N).lNl 8.1A1 S3,(tNI.INI IIN),Il"-" 230 New R10--23 Sip on I IAWK Si pal Mast FA MAX) $450.01 57,2(N).(N) 0AX) SO.(1O 160) S7,2IXL(NI 16.(N) Si 2(N),1NI 1(N)-O"., A 231 New(2)D3-1/RI-2 Sign ClustcntithPost HA 4.INI 5550.00 52,200.(N) 0.00 S().(N) 4.(N) S22(N).00 4.(N) 52,2(N).(N) 1MA) X 232 New 1)11-1/h15-2 Sign Ous ter with Post ISA 30) S5511-I10 51,650.00 0.(N) S(1.01) 30I 51,650.(X) 3,0) 51,650.(N) 11N)011. K 233 New 1)11-1/NI6-2 Sign Cluster withPost P.A 2.(N1 5550.00 51,11NL(N) RM SOAK) 2.IN1 SI,IINLI)1) 2.IN) S1,1(N).(N) 11NO, 234 New R2-1 Sign with Post F,A 2.(XI S550.00 51,11)O.(N) 00) S(1.11(l 201 S1,lIN1.IXl 20) S1,1(H).00 I00.0 A 235 New R6-4Sign with Post FA 4.(N) 55500) S2,2IXI.(X) 001 S0,(N) 4.(N) S2,21N1.(N) 4.1N1 S22W.W 100.01, X 236 New R7-I I Si m with Post ISA 1.00 S5(N).(N) S5W,(N) 0.1111 SO.(X) 1.00 S5(NL(N) L(N) S5(NI,(N) 100.0"„ 237 New White hlcxiblc Surfacc-Nlount Delineators EA 35.110 5350.(N) 512,250.(N) 00) S00) 35.(N) 512-15().(N) 350) 512,2500) IINL(M' 238 Ncw,Ycllow Flexible Surfacc-Nlount Delineators RA 32.(N) 53500) SI 1,200.IAI O.(N) SOAK) 47.(N) 516,450.('N) 47.0O 516,450.(N) 146.9"a X 239 Epoxv Traffic Markings(White) ('1). 45.(N) S25(0) SI1.250.0(I RM S(),(N) 45.INI SI 1250.(N) 45.00 S11 2500) 1(N).0 A 240 Itpox,rTraffic Marking (Yellow) Gl. 3.00 S25(I.(N) S750.00 00) SO.W 3.(N) 5750.(HI 3.l Nl S750.(N) I W.011S 241 'Ihcrmoplastics SI; 4,944.(1) S3W)O 5148,320.INI 00l S(),IX) 5,191),I9) 5155,7(NLI NI 5,1916(NI 5155,7(N).(N) II150'., N 242 Curb ISlx,xy(Yellow) GI. 9.(X1 52500I 52,29110 O.(N) SO.00 9.(N) 52,2511.IN1 9.(N) S_^r511.(N) 1W.01,;, X Pavement Marking Obliteration(4-in Stripe 243 1.1'' 4,492.(N) S4.(N) 517,968.(lU O.(NI GL(1() 4,4921A1 517,968aNl 4,4920I 517,96 R.IN1 I W.011 a F:yuiv:Jcnt) 244 Nh56ellanIXRlS Work I.S LINI S5,(NN).(N) SSINN),INI 0_(Nl 50.0O ().(N) SO.(N) O.(N) SO ILII"o X TOTAL-SCHEDULE II 5309,313.00 SILINI 5292,793.1N) 5292,793(N) 94.7"',, Schedule III-Electrical Improvements Base Bid 301 Structural Concrete Pole Foundations CA' 30-60 51,805.(N) 555,2330I O.(Nl SO W 31.07 556,081.35 31.07 556,08135 101.51,11 X Oak Street Improvements-Ferguson Avenue to New Holland Drive Pay App No 8-PENDING Page 5 of 8 Oak Street Improvements-Fcrgumn to New Holland Drive PROJECT O W N E R: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.13022.04 PAY ESTIMATE NUMBER: Eight(8) ESTIMATE PERIOD: ll/2 -Final CONTRACT FOR:Schedules 1,fI,and III SUBMITTED BY: SIME Conxtntction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT ITEM DESCRIPTION UNIT QUANTITti' UNIT PRICE AMOUNT QUANTITY CMPLTE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID m 302 Conduit,1.5-inch PVC,Trench LF 505.00 510.78 55,443.90 0W S000 6206(N) $6,683.60 620.(N) 56,683.60 122.8% X 303 C.nduit,20-inchPVC,Trench LI' 5,255.(N) 514.85 578,036.75 lLW S().(N) 3,870.(N) 557,46250 3,8700) 557,469.50 73.6", X 304 C.mduit,20-inch PVC,Push LF 60.(N) $I(N).(NI S6,1NN).(N1 00) SOO) 11.(NI S(LINI 0.(N) S0.(N) (I.O X 305 (i,ndtdt.2.5-inchPVC,Trench LF 335W 519.58 56,559.31I (t(N) SO.(N) 325,(N) 56,36350 325.(NI 56,36350 97.O",, X 306 Conduit,2.5-inch PVC,Push LF 95.(N) 525.110 52,3750) O.(N) S0.(10 80.(N) S2,INN),(N) SR(N) S2,(NN).(NI 84.2",, X 307 Conduit,3.11-inch I'W"Trench LF 550O 522.50 57,237.50 RW S00) 65.(NI 51,46250 65.(N) $1,46250 118.2 X 308 (kmdtit,3.0-inch PVC,Push LF 80(91 530.(N) S2.400.(N) (k(N) S0.(N) 76.00 52,26NI.(IO 76.(N) 52,2£4).(N) 950''. X 3(P) PullRos,Cumlxsite'I', I FrA I1.(NI 5416.(HI $6,7760) 0.(H) L(N) 12.W 57,392.(N) 1204I 57,392.(N) 109.1111. 310 P1111 0oz,Compositc'1\'pc 2 h:,1 16.IXI 51,023.(N) 516368.(K) 0 W S0.00 160I 516,3680I 160) 516,368.(N) IW.0 X 311 Pull Box,CompositcType3 F\ 1.IH) 51,5(N).00 51,51N).00 RM SO.(N) LIN) SI,5(N).(10 I 51,500,W 1W.011" X 31_1 Cable.Copper,12c No.14.AWG(Sim:ds) LF 1270-M S3_74 54,749.80 0M SO.INI 1,3530) S5060.22 1,353.00 S5,060.2 1065 X 313 (:ablc.Copper,7c No.14AWG(Siamds) LF 1,305.(N) S164 $3,445.20 000 SO.INI 1,448.(N) 53,82-1.72 1,44801 $3,822.72 11L(Y'" X 314 Cable,Copper,5c No.141\\VG(Signals) 1.1' 665.(H) $2.35 51,562.75 RW SRW 288.(K) 5676.8O 2880) 5676.80 43,3"" X 315 Cable,Copper,3e No.14AWG(Opticom) 1.1l' 275.(N) 53.08 S847.(H) RM SRW 288.(H) $887.(1 288.(9I 5887.04 104.7 ,„ X 316 Conduedw.Copper,r6 AWG,Cnntoller IT 120.(N) $2.(N) 52400) 0.(H) S0.(N) 123.(N) 5246.IN) 121W S246.00 102.5" X 317 Omduetttr.Copper,#8W",Controller LF 1245.(N) 51.50 51,867.50 ().(H) S0,(N) 1,8190) $2,7,2i.1A) 1,81KW 52,727.00 146.0"" X Ctmtluctor.Copper.#10 AWG,lighting& 318 LF 21,635.00 50.72 515,577.2(1 RM SIL(N) 20,742.fR1 514,934.24 20,741M 514,934.24 95.9% X Ground 319 (abk.Radar Detector LP 650.(H) $3.96 52,574.(N) 0.I0 S0.(N) 701.(N) S2; 5.96 70I.IX) 52,775.96 107.W. X 320 Supply&InsCtll'1'vpe P Controller Cabinet FA 10) 545,321.(N) 545,32L(NI O.(N) S0,(N) LIH) 5453210) 1.I N) 545321,INI 1W.011" X 321 Controller Cabinet Pedstal'k-pc P F:,\ LIH) 51,650.(NI S1,650.(N) (),(N) RM0 Uml 51,650-M LW S1,650.W IM.0"., X 322 Supph&Install Pole 1\lountcd Controller Cabinet FA 4.(N) $5,750.(N) S23,0(NI.(N) 0.(N) SO.(N) 4.(H) 52.3,(X 00) 4.(N) 523,(NN),IN) 1(H).011" X 323 Sirpplt&Instill ControllerTtpe"P" FA LIH) 52,750k(H) 52,751L(NI RM SRW LIH) 52,750.(N) 10) 52,750.(N) 1(IRII°„ 324 Supplt&lnstall Trafftrv'arc TS2 Controller FA 4.(9) 57 25001 529,(NN)-(N) ().(N) S(.(NI 4_W S291 )0-(0 4.(N) 529,(N)(I.(R) II91.0 X 325 Supph&Instill Frnergcncy Preemption Detector Stahm(5hk1e1 7L�) I?A 1.(NI $2,Fi60.(H) S2,2i611.1N1 (1.0f1 SO.O(I 1.(HI $2,860,(N) L(NI 52,8(0.(H) 1(NL(I }( 326 Supple&Instill Detector-Radar/Presence L.\ 40) 59,9(N).(N) $39,60).(N) 0.0(I SO.IAI 4.(H) $39,6(N).(NI 4.(N) S39,6W.(H) 1W.W. X Oak Street Improvements-Ferg-Avenue to New Holland Dnvc Pay.App No 8-PENDING Page 6 of 9 Oak Street Improvements-Ferguson to New Holland Drive PROJECT OWNER: Flanders Mill PROGRESS PAYMENT Sanderson Stewart Project No.15022.04 PAY ESTIMATE NUMBER:I Eight(8-) ESTIMATE PERIOD: /1/25117-Final CONTRACT FOR:Schedules 1,11,and III SUBMITTED BY:ISIME Construction DATE PREPARED: February 28,2018 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT %OF BID (X) 327 Signal Std.Ty) w 1-IINI VA 12.(N) $825.(NI 59,9(N).(N) 0.0.I 5(1.(N) 12,00 S9.%X).(N) 12(M) 59,9fNLIN1 100.(r X 328 Signal Std.w/30-f of Mast(1'1Te 3A) FA 3.0) 5111,(NNI.(Kl $30,(NN).00 ().(XI SOAK) 301 530,IKNI.IN) 3.(KI 53(I,I u)(1 100.0".." X 329 Si),mal Std.av/35-fixrt Mast ffypc 3A) EIA 6.00 S10,560-M 563,360.(K) ll.(KI SO.(N) 6.(N) $63,3(d).(N) G.(K) 563360.1N1 11N W( X 330 Sitmal Std.w/4(1-f(xit Mast(Type 3A) FA 2.INI 515,(NN).fKl 530,000.(N) (),IX) S().(K) 2.(N) $30,(NN).(N) 2.0(I 5311,IXN).(NI 100,(r6 S 331 Signal Std.w/45-foot Mast(Type 3A) FA L(K) $25,(KN).(K) 525,(N)).M 00) %.(N) 101 S25,(KN).(K) 1.00 S25 INNL(N) 11K101.1. X Light Standard 4(1-f(x)t Mounting I Icigth with 10- 332 FA 15.(NI $5,0(N).fKl 575,000.(N) O.W S(). S IKI 15.01) S ,lNl0.0l1 I5.0) 575,1KN6(N) 11N1(1°" X frx,t Mast Arm 333 Light Standard 40-f6xn Mounting 1 Ieigth with 15- EA 2(K) 57,(N)0.INl S14,lNKl.(K) 0.06 S().()() 2.INI 514,(NK).(N) 2.00 514,(11N1(N) 1010- X f(",t Mast Arm 334 l.uminairc Assembly I.ED I?A 29.(K) S5(N).(N) 514,5(K).(K) 0 M SO.(N) 29.(N) 514,500.1N1 29.(N) 514,5(N).(H) 1(N)Sr•„ X 335 12"a 2"OT'TrafficSigmalInd. ISA 8.00 51,540.00 SI2,320,(N) 0.00 SO.(N) 1L(N) S16,940.(9) 11.01 516,940.0O 137.5"'" X 336 12"N12"sl2"IIAWKSignalIndications FA 24.(10 51,870.(K) 544,880.0(l O.(<) SO.()() 24.00 544,8800$ 24.00 544,880.(N) IWO,. 337 Mast ArmAstroRmckcts FA G.(N) 5250.(K) 51,5(N).(N) O.(N) S0.0() 6.(N) S1,5O(I.(N) 60) 51,5(N),(N) IW.011" X Pedestrian Signal Ind.12-inch Symbols(Count 338 EA 240) 51,485.(K) 5.35,G40.1N1 0.(N) S0.(N) 24.(N) 535,6411.(N) 24A0 S35,G4(L(N) 1110(N'" X Down) 3.39 PedestrinnPushRUltons-Tactile I'A 24.W 52,0(X).(N) $50,160.00 00.) SO.(N) 24.(K) 550,160.00 240) S50J60.00 1000", X 340 Talc"C"Service Assembly US 4.(N) SS 315.(N) S21 200.IN) 0.00 S0.(K) 4.(K) S21 26O.(N) 4.(N) 521,26(LIK) I(NI.W. X 341 Construction Traffic Control US 1.00 515,(NN).(N) 515,(NK).(N) 0.00 SRW 10) 515,(NN).(K) HN) S150N),(K) 11NIdY'a X 342 Remove&Savage Iicisting Luminaries IS L(KI 57,5(N).(I) 57,5(N).0O 0,00 SO.0(1 0.00 ISRM 0.(N) S0.INI 1 01,.. X 343 Miscellaneous Work IS 101 S20000.(K) 520,0(N).(N) 0.00 S0.(K) 0.81 $I6Z(Nl.00 0.81 S16,200.(K) 91.0% X TOTAL-SCHEDULE III 5826,993.90 SO.IN) 5796.251.43 S796.251.43 f 96.3 TOTAL PROJECT $3,538,737.911 S 16,275 53,485,IK LG1 53,5O1,33G.G1 9R.9 Oak Street Improvements-Fergamn Avenue to New Holland Drive Pay App No 8-PENDING Page 7 of 8 Oak Street Improvements-Ferguson to New Holland Drive P R O J E C T OWNER:lFlandershfill P R O G R E S S PAYMENT Sanderson Stewart Project No.15022.04 PAl'ESTIMATE NUMBER:Eight(B) ESTIMATE PERIOD: n/Z9/17-Final CONTRACT FOR:Schedules I,11,and III SUBMITTED BY:ISIM E Construction DATE PREPARED: I February 28,Z016 CONTRACT CONTRACT THIS ESTIMATE PRIOR ESTIMATES TO DATE UNIT CMPLTE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT' QUANTITY AMOUNT QUANTITY AMOUNT %OF BID N LESS TEST FAILURE DEDUCTIONS Dual Nl SH.I: O.INt Ml.tat rtat 4t,1it LESS LIQUIDATED DAMAGES SRI1It 1,146 $tlMt OJNt pllu TOTAL DEDUCTIONS 11ISt TOTAL ADVANCED MA'I FRL\IS RF.CER EI) S53,I=279 LESS USED ON CONTRACT 553,142.76 MATERIAF S ON HAND NOT USED SRMI WORK COMPLETED TO DATE S3,501,336b1 TOTAL WORK AND MATERIALS S3,501,336.61 C O N T R A C T T I M E START / STOP DATES LESS DEDUCTIONS "I'1 +or-Change Order 0 START TOTAL S3,501,336.61 Total Contract Time 0 STOP LESS RETAINACE (Either 5%or Punchitsc Value) S0.01 Less Used 0 WEATHER DAYS 0 Total Days Remaining 0 ESTIMATED END Percent OfTimc Uscd SUBST-CMPLTE- I-OTALEARNED TO DATE(INCL 1%STATE TAX) S3,501,336.61 FF I I lervlw Crrtifi These t,uantinoe Aral I iore< 1 Fic I'ntc And C—m LESS PREVIOUS PAYMENTS(INCL 1%STATE TAX) `3.3111.8'1R s' _A ERSON STE��'AR-1- S[AlE CONSTRUCTION I 'OTALTHIS ESTIMATE(INCL 1%STATE TAX) Sl'XF,S_RDti �I6/ 316/18 LESS 1%MONTANA TAX Si true llATE ignaturc DATE Danielle Scharf, PE r ca W1 the Lf PAL DVE COVTRACTOR THIS ESTIMAI 11 �,ra APPROVED FOR PAYMENT FLANDERS MILL Prepared By: I IAV DATE: Oak Street Improvements-Ferguson Avenue to New Holland Dnve Pay App No 8-PENDING Page 8 of 8