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HomeMy WebLinkAbout#11 2016 Street Imp - Pay Request No 2 AGENDA ITEM MAYOR & COUNCIL COMMUNICATION -- page 1 -- DATE: July 19, 2016 CONSENT ITEM # 11 AGENDA ITEM: 2016 Street, Drainage, and Utility Improvements – Pay Request No. 2 SUBMITTED BY: Chad Isakson, Project Engineer THROUGH: Kristina Handt, City Administrator REVIEWED BY: Jack Griffin, City Engineer Cathy Bendel, Finance Director SUGGESTED ORDER OF BUSINESS if removed from the Consent Agenda): - Questions from Council to Staff ............................................. Mayor Facilitates - Public Input, if Appropriate………………………………….Mayor Facilitates - Call for Motion ............................................................... Mayor & City Council - Discussion ....................................................................... Mayor & City Council - Action on Motion .................................................................... Mayor Facilitates POLICY RECOMMENDER: Engineering. FISCAL IMPACT: None. Partial payment is proposed in accordance with the Contract for the project. Payment remains within the authorized scope and budget. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving Pay Request No. 2 for the 2016 Street, Drainage, and Utility Improvements project. LEGISLATIVE HISTORY/BACKGROUND INFORMATION: Hardrives, Inc., the Contractor for the project, has submitted Partial Pay Estimate No. 2 in the amount of $322,633.40. The request has been reviewed and payment is recommended in the amount requested. In accordance with the contract documents, the City has retained 5% of the total work completed. The amount retained is $31,659.76. City Council Meeting [Consent Agenda Item 2 July 19, 2016 -- page 2 -- RECOMMENDATION: Staff is recommending that the City Council consider approving, as part of the Consent Agenda, Pay Request No. 2 for the 2016 Street, Drainage, and Utility Improvements project. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 2 to Hardrives, Inc. in the amount of $322,633.40 for the 2016 Street, Drainage, and Utility Improvements”. ATTACHMENT(S): 1. Partial Pay Estimate No. 2. PROJECT PAY FORM PARTIAL PAY ESTIMATE NO. PERIOD OF ESTIMATE TO PROJECT OWNER: CONTRACTOR: 1. Original Contract Amount 2. Net Change Order Sum 3. Revised Contract (1+2) 4. *Work Completed 5. *Stored Materials 6. Subtotal (4+5) 7. Retainage* 8. Previous Payments 9. Amount Due (6‐7‐8) *Detailed Breakdown Attached START DATE:ON SCHEDULE SUBSTANTIAL COMPLETION:X FINAL COMPLETION: ENGINEER'S CERTIFICATION: FOCUS Engineering, inc. DATE CONTRACTOR'S CERTIFICATION: CONTRACTOR DATE APPROVED BY OWNER:CITY OF LAKE ELMO, MINNESOTA DATE DATE BY BY YES NO The undersigned Contractor certifies that to the best of their  knowledge, information and belief the work covered by this payment  estimate has been completed in accordance with the contract  documents, that all amounts have been paid by the contractor for  work for which previous payment estimates was issued and payments  received from the owner, and that current payment shown herein is  now due. The undersigned certifies that the work has been reviewed and to the  best of their knowledge and belief, the quantities shown in this  estimate are correct and the work has been performed in accordance  with the contract documents. ENGINEER BY 4/18/2016 9/30/2016 REVISED DAYS REMAINING 165 0 92 8/12/2016 ORIGINAL DAYS CONTRACT CHANGE ORDER SUMMARY PAY ESTIMATE SUMMARY 2 6/30/20166/1/2016FROM 2016 STREET, DRAINAGE AND UTILITY IMPROVEMENTS PROJECT NO. 2015.129 CITY OF LAKE ELMO 3800 LAVERNE AVENUE NORTH LAKE ELMO, MN 55042 ATTN: JACK GRIFFIN, CITY ENGINEER HARDRIVES, INC. 14475 QUIRAM DRIVE ROGERS, MN 55374 ATTN: MICHAEL LEUER, PROJECT MANAGER CONTRACT TIME TOTALS $32,976.55 $0.00 $322,633.40 NET CHANGE $32,976.55 $31,659.765.0% $278,901.99 $0.00 $633,195.15 1 7/5/2016 $32,976.55 $1,222,586.88 $633,195.15 No.Approval  Date Amount $1,189,610.33 Additions Deductions $32,976.55 7/12/2016 FOCUS Engineering, inc.PROJECT PAYMENT FORM PARTIAL PAY ESTIMATE NO. 2 2016 STREET, DRAINAGE AND UTILITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2015.129 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1 $9,000.00 $9,000.00 0.00 $0.00 0.00 $0.00 2 LS 1 $1,284.36 $1,284.36 0.00 $0.00 0.00 $0.00 3 LF 4,428 $1.00 $4,428.00 0.00 $0.00 3,825.00 $3,825.00 4 EA 20 $64.22 $1,284.40 0.00 $0.00 0.00 $0.00 5 EA 11 $26.76 $294.36 0.00 $0.00 0.00 $0.00 6 EA 3 $16.05 $48.15 0.00 $0.00 0.00 $0.00 7 LF 97 $3.48 $337.56 0.00 $0.00 0.00 $0.00 8 SY 29 $3.24 $93.96 0.00 $0.00 0.00 $0.00 9 CY 2,854 $13.73 $39,185.42 0.00 $0.00 0.00 $0.00 10 CY 400 $7.57 $3,028.00 0.00 $0.00 0.00 $0.00 11 RS 19 $54.06 $1,027.14 0.00 $0.00 0.00 $0.00 12 CY 2,035 $14.60 $29,711.00 0.00 $0.00 0.00 $0.00 13 CY 400 $14.60 $5,840.00 0.00 $0.00 0.00 $0.00 14 CY 655 $27.03 $17,704.65 0.00 $0.00 0.00 $0.00 15 TN 53 $19.46 $1,031.38 0.00 $0.00 0.00 $0.00 16 TN 164 $22.49 $3,688.36 0.00 $0.00 0.00 $0.00 17 TN 511 $52.65 $26,904.15 0.00 $0.00 0.00 $0.00 18 TN 680 $47.40 $32,232.00 0.00 $0.00 0.00 $0.00 19 GAL 301 $1.96 $589.96 0.00 $0.00 0.00 $0.00 20 SY 29 $15.00 $435.00 0.00 $0.00 0.00 $0.00 21 LF 1,265 $2.48 $3,137.20 0.00 $0.00 0.00 $0.00 22 HR 15 $0.01 $0.15 0.00 $0.00 0.00 $0.00 23 EA 1 $540.55 $540.55 0.00 $0.00 0.00 $0.00 24 EA 5 $324.33 $1,621.65 0.00 $0.00 0.00 $0.00 25 LF 1,025 $7.57 $7,759.25 0.00 $0.00 0.00 $0.00 26 EA 10 $216.22 $2,162.20 0.00 $0.00 0.00 $0.00 27 EA 6 $216.22 $1,297.32 0.00 $0.00 0.00 $0.00 28 LF 196 $5.41 $1,060.36 0.00 $0.00 0.00 $0.00 29 CY 543 $15.00 $8,145.00 0.00 $0.00 0.00 $0.00 30 SY 3,163 $1.55 $4,902.65 0.00 $0.00 0.00 $0.00 31 EA 11 $42.81 $470.91 0.00 $0.00 0.00 $0.00 32 EA 3 $32.11 $96.33 0.00 $0.00 0.00 $0.00 $209,341.42 $0.00 $3,825.00 33 LS 1 $9,000.00 $9,000.00 0.00 $0.00 1.00 $9,000.00 34 LS 1 $1,284.36 $1,284.36 0.00 $0.00 0.50 $642.18 35 LF 4,775 $1.00 $4,775.00 0.00 $0.00 3,019.00 $3,019.00 36 EA 7 $64.22 $449.54 0.00 $0.00 0.00 $0.00 37 EA 3 $324.33 $972.99 0.00 $0.00 4.00 $1,297.32 38 EA 3 $259.47 $778.41 0.00 $0.00 6.00 $1,556.82 39 EA 18 $26.76 $481.68 0.00 $0.00 21.00 $561.96 40 EA 10 $16.05 $160.50 0.00 $0.00 2.00 $32.10 41 LF 30 $12.97 $389.10 0.00 $0.00 20.00 $259.40 42 SF 124 $2.16 $267.84 0.00 $0.00 245.00 $529.20 43 LF 305 $1.84 $561.20 0.00 $0.00 210.00 $386.40 44 LF 97 $2.32 $225.04 0.00 $0.00 62.00 $143.84 45 LF 480 $3.24 $1,555.20 0.00 $0.00 480.00 $1,555.20 46 SY 5,224 $1.62 $8,462.88 0.00 $0.00 4,000.00 $6,480.00 47 SY 230 $2.16 $496.80 0.00 $0.00 230.00 $496.80 48 SY 47 $5.41 $254.27 0.00 $0.00 47.00 $254.27 49 CY 3,074 $13.73 $42,206.02 0.00 $0.00 2,000.00 $27,460.00 50 CY 375 $7.57 $2,838.75 0.00 $0.00 134.00 $1,014.38 51 RS 19 $54.06 $1,027.14 0.00 $0.00 19.00 $1,027.14 52 CY 1,962 $14.87 $29,174.94 762.00 $11,330.94 1,962.00 $29,174.94 53 CY 375 $14.87 $5,576.25 0.00 $0.00 134.00 $1,992.58 54 CY 630 $27.03 $17,028.90 230.00 $6,216.90 630.00 $17,028.90 55 TN 490 $52.65 $25,798.50 0.00 $0.00 0.00 $0.00 56 TN 653 $47.40 $30,952.20 567.90 $26,918.46 567.90 $26,918.46 57 GAL 290 $1.96 $568.40 70.00 $137.20 70.00 $137.20 58 SY 230 $15.00 $3,450.00 297.00 $4,455.00 297.00 $4,455.00 59 LF 1,150 $2.48 $2,852.00 0.00 $0.00 0.00 $0.00 60 SY 62 $46.02 $2,853.24 68.00 $3,129.36 68.00 $3,129.36 61 LF 3,240 $6.64 $21,513.60 3,150.00 $20,916.00 3,150.00 $20,916.00 62 LF 345 $10.17 $3,508.65 333.00 $3,386.61 333.00 $3,386.61 REMOVE & DISPOSE OF EXIST. CONCRETE PAVEMENT (DRIVEWAYS) COMMON EXCAVATION (EV) (P) SUBGRADE EXCAVATION (RECONSTRUCT AREAS) (EV) SELECT GRANULAR BORROW (SUBGRADE EXCAV.) (CV) CLASS 6 AGGREGATE BASE (CV) (P) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) (DRIVEWAY) SAW & SEAL STREET (40' INTERVALS) 6" CONCRETE DRIVEWAY PAVEMENT CONCRETE RIBBON CURB SURMOUNTABLE CONCRETE CURB & GUTTER PRECAST CONCRETE HEADWALL (DRAIN TILE) DITCH GRADING IMPORT AND PLACE TOPSOIL (LV) SEEDING, FERTILIZER AND WOOD FIBER BLANKET INSTALL SALVAGED MAILBOX INSTALL SALVAGED SIGN DIVISION 2 ‐ KELVIN AVENUE NORTH ‐ STREETS MOBILIZATION TRAFFIC CONTROL SUBTOTAL ‐ DIVISION 1 SILT FENCE BIOROLL DITCH CHECK CLEARING GRUBBING SALVAGE MAILBOX SALVAGE SIGN TRAFFIC CONTROL SILT FENCE CLASS 6 AGGREGATE BASE (CV) (P) SAW & SEAL STREET (40' INTERVALS) STREET SWEEPING TEMPORARY ROCK CONSTRUCTION ENTRANCE CLEAN CULVERT 4" PVC PERF EDGE DRAIN W/ BACKFILL & WRAP DRAINTILE CLEANOUT TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) (DRIVEWAY) BIOROLL DITCH CHECK SALVAGE MAILBOX SALVAGE SIGN SAWCUT BITUMINOUS PAVEMENT REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT (DRIVEWAYS) COMMON EXCAVATION (EV) (P) SUBGRADE EXCAVATION (RECONSTRUCT AREAS) (EV) SUBGRADE PREPARATION ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE DIVISION 1 ‐ KIRKWOOD AVENUE NORTH MOBILIZATION SELECT GRANULAR BORROW (STREETS) (CV) (P) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) BITUMINOUS MATERIAL FOR TACK COAT SELECT GRANULAR BORROW (SUBGRADE EXCAV.) (CV) PATCH GRAVEL DRIVEWAY AGGREGATE SHOULDERING TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) SALVAGE WOODEN FENCE SALVAGE BRICK PAVERS SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT REMOVE & DISPOSE OF EXIST. CONCRETE CURB AND GUTTER REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT  REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT (DRIVEWAYS) SUBGRADE PREPARATION SELECT GRANULAR BORROW (STREETS) (CV) (P) QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 63 LF 56 $12.84 $719.04 108.00 $1,386.72 108.00 $1,386.72 64 HR 20 $0.01 $0.20 0.00 $0.00 0.00 $0.00 65 EA 2 $540.56 $1,081.12 0.00 $0.00 0.00 $0.00 66 EA 1 $324.33 $324.33 0.00 $0.00 1.00 $324.33 67 LF 861 $7.57 $6,517.77 0.00 $0.00 0.00 $0.00 68 LF 36 $28.11 $1,011.96 0.00 $0.00 36.00 $1,011.96 69 EA 2 $259.47 $518.94 0.00 $0.00 2.00 $518.94 70 EA 8 $216.22 $1,729.76 0.00 $0.00 0.00 $0.00 71 EA 4 $270.28 $1,081.12 0.00 $0.00 0.00 $0.00 72 LF 12 $5.41 $64.92 0.00 $0.00 0.00 $0.00 73 CY 702 $15.00 $10,530.00 0.00 $0.00 0.00 $0.00 74 SY 929 $1.55 $1,439.95 0.00 $0.00 0.00 $0.00 75 SY 2,300 $3.00 $6,900.00 0.00 $0.00 0.00 $0.00 76 EA 18 $42.81 $770.58 0.00 $0.00 0.00 $0.00 77 EA 10 $32.11 $321.10 0.00 $0.00 0.00 $0.00 78 LF 10 $82.25 $822.50 0.00 $0.00 0.00 $0.00 79 SF 124 $4.42 $548.08 0.00 $0.00 0.00 $0.00 $253,844.77 $77,877.19 $166,097.01 80 EA 1 $1,059.49 $1,059.49 0.00 $0.00 1.00 $1,059.49 81 LF 3 $1,097.33 $3,291.99 0.00 $0.00 0.00 $0.00 82 LF 892 $53.42 $47,650.64 0.00 $0.00 874.50 $46,715.79 83 LF 53 $53.95 $2,859.35 0.00 $0.00 47.50 $2,562.63 84 LF 221 $42.54 $9,401.34 0.00 $0.00 136.00 $5,785.44 85 EA 5 $265.95 $1,329.75 0.00 $0.00 5.00 $1,329.75 86 EA 5 $344.87 $1,724.35 0.00 $0.00 5.00 $1,724.35 87 EA 2 $4,492.02 $8,984.04 0.00 $0.00 2.00 $8,984.04 88 EA 2 $1,291.93 $2,583.86 0.00 $0.00 2.00 $2,583.86 89 EA 2 $3,027.12 $6,054.24 0.00 $0.00 2.00 $6,054.24 90 LB 1,104 $3.68 $4,062.72 0.00 $0.00 842.00 $3,098.56 $89,001.77 $0.00 $79,898.15 91 EA 1 $3,481.18 $3,481.18 0.00 $0.00 1.00 $3,481.18 92 LF 3 $1,189.22 $3,567.66 0.00 $0.00 0.00 $0.00 93 LF 535 $38.06 $20,362.10 0.00 $0.00 535.00 $20,362.10 94 LF 20 $53.95 $1,079.00 0.00 $0.00 20.00 $1,079.00 95 LF 266 $42.54 $11,315.64 0.00 $0.00 216.00 $9,188.64 96 EA 6 $265.95 $1,595.70 0.00 $0.00 6.00 $1,595.70 97 EA 6 $344.87 $2,069.22 0.00 $0.00 6.00 $2,069.22 98 EA 1 $4,492.02 $4,492.02 0.00 $0.00 1.00 $4,492.02 99 EA 1 $1,291.93 $1,291.93 0.00 $0.00 1.00 $1,291.93 100 LB 315 $4.32 $1,360.80 0.00 $0.00 172.00 $743.04 $50,615.25 $0.00 $44,302.83 101 LS 1 $15,000.00 $15,000.00 0.00 $0.00 0.50 $7,500.00 102 LS 1 $1,926.54 $1,926.54 0.00 $0.00 0.00 $0.00 103 LF 207 $1.00 $207.00 0.00 $0.00 0.00 $0.00 104 EA 23 $90.98 $2,092.54 0.00 $0.00 0.00 $0.00 105 EA 1 $324.33 $324.33 0.00 $0.00 1.00 $324.33 106 EA 1 $259.46 $259.46 0.00 $0.00 1.00 $259.46 107 EA 31 $26.76 $829.56 0.00 $0.00 31.00 $829.56 108 EA 5 $16.05 $80.25 0.00 $0.00 0.00 $0.00 109 LF 750 $0.29 $217.50 0.00 $0.00 0.00 $0.00 110 LF 435 $2.07 $900.45 0.00 $0.00 452.50 $936.68 111 LF 152 $2.22 $337.44 0.00 $0.00 150.00 $333.00 112 EA 27 $162.46 $4,386.42 0.00 $0.00 27.00 $4,386.42 113 SY 377 $5.55 $2,092.35 0.00 $0.00 357.19 $1,982.40 114 SY 137 $7.70 $1,054.90 0.00 $0.00 127.39 $980.90 115 CY 500 $7.00 $3,500.00 25.00 $175.00 25.00 $175.00 116 SY 18,800 $2.89 $54,332.00 0.00 $0.00 18,800.00 $54,332.00 117 CY 909 $5.65 $5,135.85 909.00 $5,135.85 909.00 $5,135.85 118 RS 55 $310.00 $17,050.00 55.00 $17,050.00 55.00 $17,050.00 119 TN 1,611 $50.07 $80,662.77 0.00 $0.00 0.00 $0.00 120 TN 1,611 $45.98 $74,073.78 1,411.00 $64,877.78 1,411.00 $64,877.78 121 GAL 951 $1.96 $1,863.96 100.00 $196.00 100.00 $196.00 122 SY 367 $15.00 $5,505.00 331.00 $4,965.00 331.00 $4,965.00 123 SY 91 $46.02 $4,187.82 108.00 $4,970.16 108.00 $4,970.16 SILT FENCE 1" TYPE "K" COPPER WATER SERVICE 6" RES. SEAT GATE VALVE & BOX MJ DIP COMPACT FITTINGS SUBTOTAL ‐ DIVISION 4 1" CURB STOP WITH BOX RECLAIM EX. BIT. AND BASE MATERIALS, 8" DEPTH (P) HAUL OUT EXCESS RECLAIMED MATERIAL (LV) (P) SUBGRADE PREPARATION OF RECLAIMED SURFACE SAWCUT CONCRETE PAVEMENT DIVISION 5 ‐ STONEGATE 1ST ADDITION ‐ STREETS MOBILIZATION TRAFFIC CONTROL TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) BITUMINOUS MATERIAL FOR TACK COAT 1" CORPORATION STOP 1" CURB STOP WITH BOX HYDRANT EXTENSION SUBTOTAL ‐ DIVISION 3 6" HYDRANT ASSEMBLY (8'‐6" BURY) 6" RES. SEAT GATE VALVE & BOX 12" RES. SEAT GATE VALVE & BOX MJ DIP COMPACT FITTINGS DIVISION 4 ‐ KELVIN AVENUE NORTH ‐ LATERAL WATER MAIN HYDRANT EXTENSION 12" DIP, CL. 52 WATERMAIN INSTALL SALVAGED BRICK PAVERS SUBTOTAL ‐ DIVISION 2 6" DIP, CL. 52 WATERMAIN 1" TYPE "K" COPPER WATER SERVICE DIVISION 3 ‐ KELVIN AVENUE NORTH ‐ TRUNK WATER MAIN CONNECT TO EXISTING WATERMAIN INSTALL WOODEN FENCE B618 CONCRETE CURB & GUTTER REMOVE & DISPOSE OF EXIST. CONCRETE PAVEMENT (DRIVEWAYS) SUBGRADE EXCAVATION (RECLAIM AREAS) (EV) REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT (DRIVEWAYS) REMOVE MANHOLE OR CATCH BASIN CASTING 12"X8" WET TAP 8" DIP, CL. 52 WATERMAIN 6" DIP, CL. 52 WATERMAIN 6" HYDRANT ASSEMBLY (8'‐6" BURY) 1" CORPORATION STOP INLET PROTECTION CLEARING GRUBBING SALVAGE MAILBOX SALVAGE SIGN SALVAGE LANDSCAPE ROCK (ISLANDS) (P) SAWCUT BITUMINOUS PAVEMENT TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) (DRIVEWAY) 6" CONCRETE DRIVEWAY PAVEMENT STREET SWEEPING TEMPORARY ROCK CONSTRUCTION ENTRANCE SODDING INSTALL SALVAGED MAILBOX INSTALL SALVAGED SIGN CLEAN CULVERT 4" PVC PERF EDGE DRAIN W/ BACKFILL & WRAP 12" CORRUGATED STEEL PIPE CULVERT 12" CORRUGATED STEEL PIPE APRON DRAINTILE CLEANOUT PRECAST CONCRETE HEADWALL (DRAIN TILE) DITCH GRADING IMPORT AND PLACE TOPSOIL (LV) SEEDING, FERTILIZER AND WOOD FIBER BLANKET QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 124 LF 4,025 $2.48 $9,982.00 0.00 $0.00 0.00 $0.00 125 CY 15 $86.49 $1,297.35 0.00 $0.00 13.50 $1,167.62 126 CY 57 $27.03 $1,540.71 0.00 $0.00 28.00 $756.84 127 LS 1 $3,546.04 $3,546.04 0.00 $0.00 1.00 $3,546.04 128 EA 23 $627.69 $14,436.87 0.00 $0.00 0.00 $0.00 129 EA 4 $474.07 $1,896.28 0.00 $0.00 0.00 $0.00 130 EA 8 $560.15 $4,481.20 0.00 $0.00 0.00 $0.00 131 EA 15 $172.81 $2,592.15 0.00 $0.00 0.00 $0.00 132 LF 10 $0.01 $0.10 0.00 $0.00 0.00 $0.00 133 LF 12,140 $10.65 $129,291.00 11,547.00 $122,975.55 11,547.00 $122,975.55 134 HR 30 $0.01 $0.30 3.00 $0.03 3.00 $0.03 135 CY 1,466 $15.00 $21,990.00 561.00 $8,415.00 561.00 $8,415.00 136 SY 7,007 $3.00 $21,021.00 0.00 $0.00 0.00 $0.00 137 EA 31 $42.81 $1,327.11 0.00 $0.00 0.00 $0.00 138 EA 5 $32.11 $160.55 0.00 $0.00 0.00 $0.00 139 LF 750 $1.58 $1,185.00 0.00 $0.00 0.00 $0.00 $490,767.58 $228,760.37 $306,095.62 140 LS 1 $3,500.00 $3,500.00 0.00 $0.00 0.00 $0.00 141 LS 1 $1,070.30 $1,070.30 0.00 $0.00 0.00 $0.00 142 EA 8 $90.98 $727.84 0.00 $0.00 0.00 $0.00 143 LF 80 $4.55 $364.00 0.00 $0.00 0.00 $0.00 144 EA 6 $114.23 $685.38 0.00 $0.00 0.00 $0.00 145 SY 4,900 $1.60 $7,840.00 0.00 $0.00 0.00 $0.00 146 LS 1 $1,214.34 $1,214.34 0.00 $0.00 0.00 $0.00 147 LF 136 $10.48 $1,425.28 0.00 $0.00 0.00 $0.00 148 TN 637 $51.01 $32,493.37 0.00 $0.00 0.00 $0.00 149 GAL 282 $1.96 $552.72 0.00 $0.00 0.00 $0.00 150 EA 1 $627.69 $627.69 0.00 $0.00 0.00 $0.00 151 EA 4 $760.91 $3,043.64 0.00 $0.00 0.00 $0.00 152 EA 1 $740.51 $740.51 0.00 $0.00 0.00 $0.00 153 HR 4 $0.01 $0.04 0.00 $0.00 0.00 $0.00 154 CY 30 $24.65 $739.50 0.00 $0.00 0.00 $0.00 155 SY 138 $5.30 $731.40 0.00 $0.00 0.00 $0.00 $55,756.01 $0.00 $0.00 156 LS 1 $3,500.00 $3,500.00 0.00 $0.00 0.00 $0.00 157 LS 1 $1,070.30 $1,070.30 0.00 $0.00 0.00 $0.00 158 SY 4,090 $1.60 $6,544.00 0.00 $0.00 0.00 $0.00 159 EA 5 $274.15 $1,370.75 0.00 $0.00 0.00 $0.00 160 TN 531 $51.48 $27,335.88 0.00 $0.00 0.00 $0.00 161 GAL 236 $1.96 $462.56 0.00 $0.00 0.00 $0.00 162 HR 4 $0.01 $0.04 0.00 $0.00 0.00 $0.00 $40,283.53 $0.00 $0.00 TOTALS ‐ BASE CONTRACT $1,189,610.33 $306,637.56 $600,218.60 CHANGE ORDER NO. 1 CO1‐2 LS 1.0 $1,000.00 $1,000.00 1.00 $1,000.00 1.0 $1,000.00 CO1‐2 LF 1,179.0 $19.45 $22,931.55 1,179.00 $22,931.55 1,179.0 $22,931.55 CO1‐3 EA 11.0 $330.00 $3,630.00 11.00 $3,630.00 11.0 $3,630.00 CO1‐4 EA 2.0 $295.00 $590.00 2.00 $590.00 2.0 $590.00 CO1‐5 EA 5.0 $825.00 $4,125.00 5.00 $4,125.00 5.0 $4,125.00 CO1‐6 EA 2.0 $350.00 $700.00 2.00 $700.00 2.0 $700.00 TOTALS ‐ CHANGE ORDER NO. 1 $32,976.55 $32,976.55 $32,976.55 TOTALS ‐ REVISED CONTRACT $1,222,586.88 $339,614.11 $633,195.15 REMOBILIZATION 4" PERFORATED EDGE DRAIN WITH BACKFILL & WRAP SAW & SEAL STREET (40' INTERVALS) RIPRAP SEDIMENT REMOVAL (LV) MODIFY STORM STRUCTURE 104 CATCH BASIN CASTING R‐3067‐V INSTALL SALVAGED LANDSCAPE ROCK (ISLANDS) (P) SUBTOTAL ‐ DIVISION 5 DIVISION 6 ‐ HIGHLAND TRAIL NORTH ‐ STREETS MOBILIZATION STREET SWEEPING IMPORT AND PLACE TOPSOIL (LV) SODDING INSTALL SALVAGED MAILBOX INSTALL SALVAGED SIGN MANHOLE CASTING R‐1642‐B SOLID (2'X3'X1.0' HT) CONCRETE CB SECTION MINOR STRUCTURE REPAIR RECONSTRUCT DRAINAGE STRUCTURE B418 CONCRETE CURB & GUTTER REMOVE & REPAVE BITUMINOUS FLUME SPOT BITUMINOUS CURB REPLACEMENT TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) BITUMINOUS MATERIAL FOR TACK COAT CATCH BASIN CASTING R‐3067‐V TRAFFIC CONTROL INLET PROTECTION REMOVE & DISPOSE OF EXIST. CONCRETE CURB AND GUTTER REMOVE MANHOLE OR CATCH BASIN CASTING MILL 2" OF EXISTING BITUMINOUS PAVEMENT (P) SUBTOTAL ‐ DIVISION 6 DIVISION 7 ‐ JAMELY AVENUE NORTH ‐ STREETS MOBILIZATION TRAFFIC CONTROL CATCH BASIN CASTING R‐3250‐1 CATCH BASIN CASTING R‐3501‐TR STREET SWEEPING IMPORT AND PLACE TOPSOIL (LV) SODDING SUBTOTAL ‐ DIVISION 7 DRAINTILE CLEANOUT PRECAST CONCRETE HEADWALL CORE DRILL INTO EXISTING STORM SEWER CONNECT TO EXISTING DRAINTILE MILL 2" OF EXISTING BITUMINOUS PAVEMENT (P) ADJUST VALVE BOX (WATER) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) BITUMINOUS MATERIAL FOR TACK COAT STREET SWEEPING