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HomeMy WebLinkAbout#07 2016 Street Improvement - CCO#3 MAYOR & COUNCIL COMMUNICATION -- page 1 -- DATE: January 17, 2017 CONSENT ITEM # 7 AGENDA ITEM: 2016 Street, Drainage, and Utility Improvements – Compensating Change Order No. 3 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: $76,058.41 decrease to the final construction contract amount. This change order reconciles the estimated and actual quantities installed on the project and decreases the final contract amount by $76,058.41. The final construction contract amount is $1,168,715.87 or 1.8% under the original construction contract award amount of $1,189,610.33. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving, as part of the consent agenda, Compensating Change Order No. 3 for the 2016 Street, Drainage and Utility Improvements to reconcile the estimated and actual quantities installed on the project. LEGISLATIVE HISTORY/BACKGROUND INFORMATION: Hardrives, Inc. was awarded a construction contract on April 5, 2016 to complete the 2016 Street, Drainage and Utility Improvements. The contractor has completed the work in accordance with the contract, plans and specifications; and with approval of this change order the contract amount will be adjusted to reflect quantities actually installed as a part of the project. City Council Meeting [Consent Agenda Item 7] January 17, 2017 -- page 2 -- RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent Agenda, Compensating Change Order No. 3 for the 2016 Street, Drainage and Utility Improvements project thereby decreasing the final contract amount by $76,058.41. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Compensating Change Order No. 3 for the 2016 Street, Drainage and Utility Improvements, thereby the final contract amount by $76,058.41”. ATTACHMENT(S): 1. Compensating Change Order No. 3. CONTRACT CHANGE ORDER FORM CHANGE ORDER NO. DATE: TO: UNIT Amount of Original Contract $ Sum of Additions/Deductions approved to date (CO Nos.  1‐2  ) $ Contract Amount to date $ Amount of this Change Order   (ADD)   (DEDUCT)   (NO CHANGE)$ Revised Contract Amount $ The Contract Period for Completion will be   (UNCHANGED)  (INCREASED)  (DECREASED)days APPROVED BY ENGINEER:  FOCUS Engineering, inc. APPROVED BY CONTRACTOR DATE DATE APPROVED BY OWNER:  CITY OF LAKE ELMO, MINNESOTA DATE DATE CITY OF LAKE ELMO, MINNESOTA BYBY CHANGE ORDER DESCRIPTION / JUSTIFICATION: Per the project Contract Documents the original contract amount and basis of award is established using the estimated quantities for each item  of work listed in the bid schedule and multiplying them by the Contractor’s corresponding unit bid price.  The Contractor is paid for the actual  final quantities installed on the project at the unit bid prices.   At the completion of the project, a compensating change order is prepared to revise the estimated quantities for each work item listed in the  bid schedule to the actual quantities installed and the corresponding Contract Amount is revised accordingly.   This compensating change order reflects a net decrease to the contract amount by $76,058.41.                                          Attachments  (list documents supporting change):Itemization of Materials ITEM DESCRIPTION OF PAY ITEM QTY UNIT PRICE HARDRIVES, INC. 14475 QUIRAM DRIVE ROGERS, MN 55374 2016 STREET, DRAINAGE AND UTILITY IMPROVEMENTS PROJECT NO. 2015.129 3 January 9, 2017 NET CONTRACT CHANGE ($76,058.41) **See attached itemization 0 This Document will become a supplement to the Contract and all provisions will apply hereto. The Contract Documents are  modified as follows upon execution of this Change Order.  BYENGINEER 1,189,610.33 55,163.95 1,244,774.28 (76,058.41) 1,168,715.87 INCREASE/(DECREASE) 1/9/2017 FOCUS Engineering, inc.CHANGE ORDER FORM CHANGE ORDER NO. 3 2016 STREET, DRAINAGE AND UTILITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2015.129 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT 1 LS 1 $9,000.00 $9,000.00 1.00 $9,000.00 0.00 $0.00 2 LS 1 $1,284.36 $1,284.36 1.00 $1,284.36 0.00 $0.00 3 LF 4,428 $1.00 $4,428.00 3,825.00 $3,825.00 ‐603.00 ‐$603.00 4 EA 20 $64.22 $1,284.40 0.00 $0.00 ‐20.00 ‐$1,284.40 5 EA 11 $26.76 $294.36 7.00 $187.32 ‐4.00 ‐$107.04 6 EA 3 $16.05 $48.15 2.00 $32.10 ‐1.00 ‐$16.05 7 LF 97 $3.48 $337.56 97.00 $337.56 0.00 $0.00 8 SY 29 $3.24 $93.96 24.70 $80.03 ‐4.30 ‐$13.93 9 CY 2,854 $13.73 $39,185.42 2,854.00 $39,185.42 0.00 $0.00 10 CY 400 $7.57 $3,028.00 0.00 $0.00 ‐400.00 ‐$3,028.00 11 RS 19 $54.06 $1,027.14 19.00 $1,027.14 0.00 $0.00 12 CY 2,035 $14.60 $29,711.00 2,035.00 $29,711.00 0.00 $0.00 13 CY 400 $14.60 $5,840.00 0.00 $0.00 ‐400.00 ‐$5,840.00 14 CY 655 $27.03 $17,704.65 0.00 $0.00 ‐655.00 ‐$17,704.65 15 TN 53 $19.46 $1,031.38 53.00 $1,031.38 0.00 $0.00 16 TN 164 $22.49 $3,688.36 164.00 $3,688.36 0.00 $0.00 17 TN 511 $52.65 $26,904.15 514.76 $27,102.11 3.76 $197.96 18 TN 680 $47.40 $32,232.00 588.41 $27,890.63 ‐91.59 ‐$4,341.37 19 GAL 301 $1.96 $589.96 300.00 $588.00 ‐1.00 ‐$1.96 20 SY 29 $15.00 $435.00 122.30 $1,834.50 93.30 $1,399.50 21 LF 1,265 $2.48 $3,137.20 1,265.00 $3,137.20 0.00 $0.00 22 HR 15 $0.01 $0.15 3.00 $0.03 ‐12.00 ‐$0.12 23 EA 1 $540.55 $540.55 0.00 $0.00 ‐1.00 ‐$540.55 24 EA 5 $324.33 $1,621.65 5.00 $1,621.65 0.00 $0.00 25 LF 1,025 $7.57 $7,759.25 1,025.00 $7,759.25 0.00 $0.00 26 EA 10 $216.22 $2,162.20 10.00 $2,162.20 0.00 $0.00 27 EA 6 $216.22 $1,297.32 6.00 $1,297.32 0.00 $0.00 28 LF 196 $5.41 $1,060.36 196.00 $1,060.36 0.00 $0.00 29 CY 543 $15.00 $8,145.00 14.00 $210.00 ‐529.00 ‐$7,935.00 30 SY 3,163 $1.55 $4,902.65 3,700.00 $5,735.00 537.00 $832.35 31 EA 11 $42.81 $470.91 7.00 $299.67 ‐4.00 ‐$171.24 32 EA 3 $32.11 $96.33 2.00 $64.22 ‐1.00 ‐$32.11 $209,341.42 $170,151.82 ‐$39,189.60 33 LS 1 $9,000.00 $9,000.00 1.00 $9,000.00 0.00 $0.00 34 LS 1 $1,284.36 $1,284.36 1.00 $1,284.36 0.00 $0.00 35 LF 4,775 $1.00 $4,775.00 3,019.00 $3,019.00 ‐1,756.00 ‐$1,756.00 36 EA 7 $64.22 $449.54 0.00 $0.00 ‐7.00 ‐$449.54 37 EA 3 $324.33 $972.99 4.00 $1,297.32 1.00 $324.33 38 EA 3 $259.47 $778.41 6.00 $1,556.82 3.00 $778.41 39 EA 18 $26.76 $481.68 21.00 $561.96 3.00 $80.28 40 EA 10 $16.05 $160.50 2.00 $32.10 ‐8.00 ‐$128.40 41 LF 30 $12.97 $389.10 20.00 $259.40 ‐10.00 ‐$129.70 42 SF 124 $2.16 $267.84 245.00 $529.20 121.00 $261.36 43 LF 305 $1.84 $561.20 210.00 $386.40 ‐95.00 ‐$174.80 44 LF 97 $2.32 $225.04 62.00 $143.84 ‐35.00 ‐$81.20 45 LF 480 $3.24 $1,555.20 480.00 $1,555.20 0.00 $0.00 46 SY 5,224 $1.62 $8,462.88 5,224.00 $8,462.88 0.00 $0.00 47 SY 230 $2.16 $496.80 230.00 $496.80 0.00 $0.00 48 SY 47 $5.41 $254.27 47.00 $254.27 0.00 $0.00 49 CY 3,074 $13.73 $42,206.02 3,074.00 $42,206.02 0.00 $0.00 50 CY 375 $7.57 $2,838.75 216.00 $1,635.12 ‐159.00 ‐$1,203.63 51 RS 19 $54.06 $1,027.14 19.00 $1,027.14 0.00 $0.00 52 CY 1,962 $14.87 $29,174.94 1,962.00 $29,174.94 0.00 $0.00 53 CY 375 $14.87 $5,576.25 216.00 $3,211.92 ‐159.00 ‐$2,364.33 54 CY 630 $27.03 $17,028.90 886.00 $23,948.58 256.00 $6,919.68 55 TN 490 $52.65 $25,798.50 478.81 $25,209.35 ‐11.19 ‐$589.15 56 TN 653 $47.40 $30,952.20 567.90 $26,918.46 ‐85.10 ‐$4,033.74 57 GAL 290 $1.96 $568.40 220.00 $431.20 ‐70.00 ‐$137.20 58 SY 230 $15.00 $3,450.00 297.00 $4,455.00 67.00 $1,005.00 59 LF 1,150 $2.48 $2,852.00 1,150.00 $2,852.00 0.00 $0.00 60 SY 62 $46.02 $2,853.24 68.00 $3,129.36 6.00 $276.12 61 LF 3,240 $6.64 $21,513.60 3,150.00 $20,916.00 ‐90.00 ‐$597.60 62 LF 345 $10.17 $3,508.65 333.00 $3,386.61 ‐12.00 ‐$122.04 63 LF 56 $12.84 $719.04 108.00 $1,386.72 52.00 $667.68 64 HR 20 $0.01 $0.20 0.00 $0.00 ‐20.00 ‐$0.20 65 EA 2 $540.56 $1,081.12 0.00 $0.00 ‐2.00 ‐$1,081.12 66 EA 1 $324.33 $324.33 1.00 $324.33 0.00 $0.00 67 LF 861 $7.57 $6,517.77 850.00 $6,434.50 ‐11.00 ‐$83.27 COMPENSATING CHANGE ORDER NO.  3 STREET SWEEPING TEMPORARY ROCK CONSTRUCTION ENTRANCE CLEAN CULVERT 4" PVC PERF EDGE DRAIN W/ BACKFILL & WRAP 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) BIOROLL DITCH CHECK CLEARING GRUBBING SALVAGE MAILBOX SALVAGE SIGN PRECAST CONCRETE HEADWALL (DRAIN TILE) ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE DIVISION 1 ‐ KIRKWOOD AVENUE NORTH MOBILIZATION SILT FENCE 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 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 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 TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) 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 B618 CONCRETE CURB & GUTTER QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT COMPENSATING CHANGE ORDER NO.  3ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE 68 LF 36 $28.11 $1,011.96 36.00 $1,011.96 0.00 $0.00 69 EA 2 $259.47 $518.94 2.00 $518.94 0.00 $0.00 70 EA 8 $216.22 $1,729.76 8.00 $1,729.76 0.00 $0.00 71 EA 4 $270.28 $1,081.12 4.00 $1,081.12 0.00 $0.00 72 LF 12 $5.41 $64.92 12.00 $64.92 0.00 $0.00 73 CY 702 $15.00 $10,530.00 420.00 $6,300.00 ‐282.00 ‐$4,230.00 74 SY 929 $1.55 $1,439.95 2,000.00 $3,100.00 1,071.00 $1,660.05 75 SY 2,300 $3.00 $6,900.00 2,720.00 $8,160.00 420.00 $1,260.00 76 EA 18 $42.81 $770.58 14.00 $599.34 ‐4.00 ‐$171.24 77 EA 10 $32.11 $321.10 5.00 $160.55 ‐5.00 ‐$160.55 78 LF 10 $82.25 $822.50 20.00 $1,645.00 10.00 $822.50 79 SF 124 $4.42 $548.08 245.00 $1,082.90 121.00 $534.82 $253,844.77 $250,941.29 ‐$2,903.48 80 EA 1 $1,059.49 $1,059.49 1.00 $1,059.49 0.00 $0.00 81 LF 3 $1,097.33 $3,291.99 0.00 $0.00 ‐3.00 ‐$3,291.99 82 LF 892 $53.42 $47,650.64 874.50 $46,715.79 ‐17.50 ‐$934.85 83 LF 53 $53.95 $2,859.35 47.50 $2,562.63 ‐5.50 ‐$296.73 84 LF 221 $42.54 $9,401.34 136.00 $5,785.44 ‐85.00 ‐$3,615.90 85 EA 5 $265.95 $1,329.75 5.00 $1,329.75 0.00 $0.00 86 EA 5 $344.87 $1,724.35 5.00 $1,724.35 0.00 $0.00 87 EA 2 $4,492.02 $8,984.04 2.00 $8,984.04 0.00 $0.00 88 EA 2 $1,291.93 $2,583.86 2.00 $2,583.86 0.00 $0.00 89 EA 2 $3,027.12 $6,054.24 2.00 $6,054.24 0.00 $0.00 90 LB 1,104 $3.68 $4,062.72 842.00 $3,098.56 ‐262.00 ‐$964.16 $89,001.77 $79,898.15 ‐$9,103.63 91 EA 1 $3,481.18 $3,481.18 1.00 $3,481.18 0.00 $0.00 92 LF 3 $1,189.22 $3,567.66 0.00 $0.00 ‐3.00 ‐$3,567.66 93 LF 535 $38.06 $20,362.10 535.00 $20,362.10 0.00 $0.00 94 LF 20 $53.95 $1,079.00 20.00 $1,079.00 0.00 $0.00 95 LF 266 $42.54 $11,315.64 216.00 $9,188.64 ‐50.00 ‐$2,127.00 96 EA 6 $265.95 $1,595.70 6.00 $1,595.70 0.00 $0.00 97 EA 6 $344.87 $2,069.22 6.00 $2,069.22 0.00 $0.00 98 EA 1 $4,492.02 $4,492.02 1.00 $4,492.02 0.00 $0.00 99 EA 1 $1,291.93 $1,291.93 1.00 $1,291.93 0.00 $0.00 100 LB 315 $4.32 $1,360.80 172.00 $743.04 ‐143.00 ‐$617.76 $50,615.25 $44,302.83 ‐$6,312.42 101 LS 1 $15,000.00 $15,000.00 1.00 $15,000.00 0.00 $0.00 102 LS 1 $1,926.54 $1,926.54 1.00 $1,926.54 0.00 $0.00 103 LF 207 $1.00 $207.00 0.00 $0.00 ‐207.00 ‐$207.00 104 EA 23 $90.98 $2,092.54 24.00 $2,183.52 1.00 $90.98 105 EA 1 $324.33 $324.33 1.00 $324.33 0.00 $0.00 106 EA 1 $259.46 $259.46 1.00 $259.46 0.00 $0.00 107 EA 31 $26.76 $829.56 31.00 $829.56 0.00 $0.00 108 EA 5 $16.05 $80.25 0.00 $0.00 ‐5.00 ‐$80.25 109 LF 750 $0.29 $217.50 750.00 $217.50 0.00 $0.00 110 LF 435 $2.07 $900.45 595.50 $1,232.69 160.50 $332.24 111 LF 152 $2.22 $337.44 150.00 $333.00 ‐2.00 ‐$4.44 112 EA 27 $162.46 $4,386.42 27.00 $4,386.42 0.00 $0.00 113 SY 377 $5.55 $2,092.35 357.19 $1,982.40 ‐19.81 ‐$109.95 114 SY 137 $7.70 $1,054.90 127.39 $980.90 ‐9.61 ‐$74.00 115 CY 500 $7.00 $3,500.00 73.00 $511.00 ‐427.00 ‐$2,989.00 116 SY 18,800 $2.89 $54,332.00 18,800.00 $54,332.00 0.00 $0.00 117 CY 909 $5.65 $5,135.85 1,594.00 $9,006.10 685.00 $3,870.25 118 RS 55 $310.00 $17,050.00 55.00 $17,050.00 0.00 $0.00 119 TN 1,611 $50.07 $80,662.77 1,589.35 $79,578.75 ‐21.65 ‐$1,084.02 120 TN 1,611 $45.98 $74,073.78 1,411.00 $64,877.78 ‐200.00 ‐$9,196.00 121 GAL 951 $1.96 $1,863.96 405.00 $793.80 ‐546.00 ‐$1,070.16 122 SY 367 $15.00 $5,505.00 363.00 $5,445.00 ‐4.00 ‐$60.00 123 SY 91 $46.02 $4,187.82 108.00 $4,970.16 17.00 $782.34 124 LF 4,025 $2.48 $9,982.00 4,025.00 $9,982.00 0.00 $0.00 125 CY 15 $86.49 $1,297.35 13.50 $1,167.62 ‐1.50 ‐$129.74 126 CY 57 $27.03 $1,540.71 28.00 $756.84 ‐29.00 ‐$783.87 127 LS 1 $3,546.04 $3,546.04 1.00 $3,546.04 0.00 $0.00 128 EA 23 $627.69 $14,436.87 23.00 $14,436.87 0.00 $0.00 129 EA 4 $474.07 $1,896.28 4.00 $1,896.28 0.00 $0.00 130 EA 8 $560.15 $4,481.20 2.00 $1,120.30 ‐6.00 ‐$3,360.90 131 EA 15 $172.81 $2,592.15 15.00 $2,592.15 0.00 $0.00 132 LF 10 $0.01 $0.10 0.00 $0.00 ‐10.00 ‐$0.10 SODDING INSTALL SALVAGED MAILBOX INSTALL SALVAGED SIGN 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 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) (DRIVEWAY) 6" CONCRETE DRIVEWAY PAVEMENT MANHOLE CASTING R‐1642‐B SOLID (2'X3'X1.0' HT) CONCRETE CB SECTION MINOR STRUCTURE REPAIR RECONSTRUCT DRAINAGE STRUCTURE 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 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 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 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 SAW & SEAL STREET (40' INTERVALS) RIPRAP SEDIMENT REMOVAL (LV) MODIFY STORM STRUCTURE 104 CATCH BASIN CASTING R‐3067‐V 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 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT COMPENSATING CHANGE ORDER NO.  3ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE 133 LF 12,140 $10.65 $129,291.00 11,607.00 $123,614.55 ‐533.00 ‐$5,676.45 134 HR 30 $0.01 $0.30 6.00 $0.06 ‐24.00 ‐$0.24 135 CY 1,466 $15.00 $21,990.00 667.00 $10,005.00 ‐799.00 ‐$11,985.00 136 SY 7,007 $3.00 $21,021.00 4,880.00 $14,640.00 ‐2,127.00 ‐$6,381.00 137 EA 31 $42.81 $1,327.11 30.00 $1,284.30 ‐1.00 ‐$42.81 138 EA 5 $32.11 $160.55 0.00 $0.00 ‐5.00 ‐$160.55 139 LF 750 $1.58 $1,185.00 750.00 $1,185.00 0.00 $0.00 $490,767.58 $452,447.92 ‐$38,319.66 140 LS 1 $3,500.00 $3,500.00 1.00 $3,500.00 0.00 $0.00 141 LS 1 $1,070.30 $1,070.30 1.00 $1,070.30 0.00 $0.00 142 EA 8 $90.98 $727.84 8.00 $727.84 0.00 $0.00 143 LF 80 $4.55 $364.00 48.00 $218.40 ‐32.00 ‐$145.60 144 EA 6 $114.23 $685.38 7.00 $799.61 1.00 $114.23 145 SY 4,900 $1.60 $7,840.00 4,900.00 $7,840.00 0.00 $0.00 146 LS 1 $1,214.34 $1,214.34 1.00 $1,214.34 0.00 $0.00 147 LF 136 $10.48 $1,425.28 226.00 $2,368.48 90.00 $943.20 148 TN 637 $51.01 $32,493.37 602.25 $30,720.77 ‐34.75 ‐$1,772.60 149 GAL 282 $1.96 $552.72 250.00 $490.00 ‐32.00 ‐$62.72 150 EA 1 $627.69 $627.69 1.00 $627.69 0.00 $0.00 151 EA 4 $760.91 $3,043.64 4.00 $3,043.64 0.00 $0.00 152 EA 1 $740.51 $740.51 2.00 $1,481.02 1.00 $740.51 153 HR 4 $0.01 $0.04 0.00 $0.00 ‐4.00 ‐$0.04 154 CY 30 $24.65 $739.50 30.00 $739.50 0.00 $0.00 155 SY 138 $5.30 $731.40 240.00 $1,272.00 102.00 $540.60 $55,756.01 $56,113.59 $357.58 156 LS 1 $3,500.00 $3,500.00 1.00 $3,500.00 0.00 $0.00 157 LS 1 $1,070.30 $1,070.30 1.00 $1,070.30 0.00 $0.00 158 SY 4,090 $1.60 $6,544.00 4,090.00 $6,544.00 0.00 $0.00 159 EA 5 $274.15 $1,370.75 5.00 $1,370.75 0.00 $0.00 160 TN 531 $51.48 $27,335.88 564.41 $29,055.83 33.41 $1,719.95 161 GAL 236 $1.96 $462.56 230.00 $450.80 ‐6.00 ‐$11.76 162 HR 4 $0.01 $0.04 0.00 $0.00 ‐4.00 ‐$0.04 $40,283.53 $41,991.68 $1,708.15 TOTALS ‐ BASE CONTRACT $1,189,610.33 $1,095,847.27 ‐$93,763.06 CHANGE ORDER NO. 1 CO1‐1 LS 1.0 $1,000.00 $1,000.00 1.0 $1,000.00 0.00 $0.00 CO1‐2 LF 1,179.0 $19.45 $22,931.55 1,179.0 $22,931.55 0.00 $0.00 CO1‐3 EA 11.0 $330.00 $3,630.00 11.0 $3,630.00 0.00 $0.00 CO1‐4 EA 2.0 $295.00 $590.00 2.0 $590.00 0.00 $0.00 CO1‐5 EA 5.0 $825.00 $4,125.00 5.0 $4,125.00 0.00 $0.00 CO1‐6 EA 2.0 $350.00 $700.00 2.0 $700.00 0.00 $0.00 TOTALS ‐ CHANGE ORDER NO. 1 $32,976.55 $32,976.55 $0.00 CHANGE ORDER NO. 2 CO2‐1 EA 3.0 $715.00 $2,145.00 3.0 $2,145.00 0.00 $0.00 CO2‐2 EA 3.0 $3,100.00 $9,300.00 3.0 $9,300.00 0.00 $0.00 CO2‐3 LF 155.0 $22.50 $3,487.50 155.0 $3,487.50 0.00 $0.00 CO2‐4 TN 13.0 $125.00 $1,625.00 13.0 $1,625.00 0.00 $0.00 CO2‐5 EA 2.0 $825.00 $1,650.00 2.0 $1,650.00 0.00 $0.00 CO2‐6 LS 1.0 $1,200.00 $1,200.00 1.0 $1,200.00 0.00 $0.00 CO2‐7 HR 3.0 $245.00 $735.00 3.0 $735.00 0.00 $0.00 CO2‐8 HR 6.0 $101.00 $606.00 6.0 $606.00 0.00 $0.00 CO2‐9 CY ‐655.0 $27.03 ‐$17,704.65 0.0 $0.00 655.00 $17,704.65 CO2‐10 CY 655.0 $25.41 $16,643.55 655.0 $16,643.55 0.00 $0.00 CO2‐11 LS 1.0 $2,500.00 $2,500.00 1.0 $2,500.00 0.00 $0.00 TOTALS ‐ CHANGE ORDER NO. 2 $22,187.40 $39,892.05 $17,704.65 TOTALS ‐ DIFFERENCE IN CONTRACT AND ACTUAL WORK COMPLETE $1,244,774.28 $1,168,715.87 ‐$76,058.41 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 REMOVE EXISTING CATCH BASIN 2'X3' CATCH BASIN WITH INVERTS 4" PVC PERFORATED EDGE DRAIN WITH BACKFILL & WRAP TYPE SP 9.5 BITUMINOUS WEAR COURSE FOR PATCHING CONNECT TO EXISTING STORM SEWER STRUCTURE MOBILIZATION EXPLORATORY DIGGING (STROM SEWER STRUCTURE 111,) YARD GRADING CLASS 6 AGGREGATE BASE (CV) (P) CLASS 5 AGGREGATE BASE (CV) (P) FULL DEPTH PATCH 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 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) DIVISION 6 ‐ HIGHLAND TRAIL NORTH ‐ STREETS MOBILIZATION STREET SWEEPING IMPORT AND PLACE TOPSOIL (LV) SODDING INSTALL SALVAGED MAILBOX INSTALL SALVAGED SIGN B418 CONCRETE CURB & GUTTER INSTALL SALVAGED LANDSCAPE ROCK (ISLANDS) (P) SUBTOTAL ‐ DIVISION 5 REMOBILIZATION 4" PERFORATED EDGE DRAIN WITH BACKFILL & WRAP