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HomeMy WebLinkAbout#10 2016 Street Imp - Pay Request No 1 AGENDA ITEM MAYOR & COUNCIL COMMUNICATION -- page 1 -- DATE: June 21, 2016 CONSENT ITEM # 10 AGENDA ITEM: 2016 Street, Drainage, and Utility Improvements – Pay Request No. 1 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. 1 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. 1 in the amount of $278,901.99. 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 $14,679.05. City Council Meeting [Consent Agenda Item 10] June 21, 2016 -- page 2 -- RECOMMENDATION: Staff is recommending that the City Council consider approving, as part of the Consent Agenda, Pay Request No. 1 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. 1 to Hardrives, Inc. in the amount of $278,901.99 for the 2016 Street, Drainage, and Utility Improvements”. ATTACHMENT(S): 1. Partial Pay Estimate No. 1. PARTIAL PAY ESTIMATE NO. 1 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 3,825.00 $3,825.00 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 $3,825.00 $3,825.00 33 LS 1 $9,000.00 $9,000.00 1.00 $9,000.00 1.00 $9,000.00 34 LS 1 $1,284.36 $1,284.36 0.50 $642.18 0.50 $642.18 35 LF 4,775 $1.00 $4,775.00 3,019.00 $3,019.00 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 4.00 $1,297.32 4.00 $1,297.32 38 EA 3 $259.47 $778.41 6.00 $1,556.82 6.00 $1,556.82 39 EA 18 $26.76 $481.68 21.00 $561.96 21.00 $561.96 40 EA 10 $16.05 $160.50 2.00 $32.10 2.00 $32.10 41 LF 30 $12.97 $389.10 20.00 $259.40 20.00 $259.40 42 SF 124 $2.16 $267.84 245.00 $529.20 245.00 $529.20 43 LF 305 $1.84 $561.20 210.00 $386.40 210.00 $386.40 44 LF 97 $2.32 $225.04 62.00 $143.84 62.00 $143.84 45 LF 480 $3.24 $1,555.20 480.00 $1,555.20 480.00 $1,555.20 46 SY 5,224 $1.62 $8,462.88 4,000.00 $6,480.00 4,000.00 $6,480.00 47 SY 230 $2.16 $496.80 230.00 $496.80 230.00 $496.80 48 SY 47 $5.41 $254.27 47.00 $254.27 47.00 $254.27 49 CY 3,074 $13.73 $42,206.02 2,000.00 $27,460.00 2,000.00 $27,460.00 50 CY 375 $7.57 $2,838.75 134.00 $1,014.38 134.00 $1,014.38 51 RS 19 $54.06 $1,027.14 19.00 $1,027.14 19.00 $1,027.14 52 CY 1,962 $14.87 $29,174.94 1,200.00 $17,844.00 1,200.00 $17,844.00 53 CY 375 $14.87 $5,576.25 134.00 $1,992.58 134.00 $1,992.58 54 CY 630 $27.03 $17,028.90 400.00 $10,812.00 400.00 $10,812.00 55 TN 490 $52.65 $25,798.50 0.00 $0.00 0.00 $0.00 56 TN 653 $47.40 $30,952.20 0.00 $0.00 0.00 $0.00 57 GAL 290 $1.96 $568.40 0.00 $0.00 0.00 $0.00 58 SY 230 $15.00 $3,450.00 0.00 $0.00 0.00 $0.00 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 0.00 $0.00 0.00 $0.00 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) 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) ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE DIVISION 1 ‐ KIRKWOOD AVENUE NORTH MOBILIZATION 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 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 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 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 61 LF 3,240 $6.64 $21,513.60 0.00 $0.00 0.00 $0.00 62 LF 345 $10.17 $3,508.65 0.00 $0.00 0.00 $0.00 63 LF 56 $12.84 $719.04 0.00 $0.00 0.00 $0.00 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 1.00 $324.33 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 36.00 $1,011.96 36.00 $1,011.96 69 EA 2 $259.47 $518.94 2.00 $518.94 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 $88,219.82 $88,219.82 80 EA 1 $1,059.49 $1,059.49 1.00 $1,059.49 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 $47,650.64 874.50 $46,715.79 874.50 $46,715.79 83 LF 53 $53.95 $2,859.35 47.50 $2,562.63 47.50 $2,562.63 84 LF 221 $42.54 $9,401.34 136.00 $5,785.44 136.00 $5,785.44 85 EA 5 $265.95 $1,329.75 5.00 $1,329.75 5.00 $1,329.75 86 EA 5 $344.87 $1,724.35 5.00 $1,724.35 5.00 $1,724.35 87 EA 2 $4,492.02 $8,984.04 2.00 $8,984.04 2.00 $8,984.04 88 EA 2 $1,291.93 $2,583.86 2.00 $2,583.86 2.00 $2,583.86 89 EA 2 $3,027.12 $6,054.24 2.00 $6,054.24 2.00 $6,054.24 90 LB 1,104 $3.68 $4,062.72 842.00 $3,098.56 842.00 $3,098.56 $89,001.77 $79,898.15 $79,898.15 91 EA 1 $3,481.18 $3,481.18 1.00 $3,481.18 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 $20,362.10 535.00 $20,362.10 535.00 $20,362.10 94 LF 20 $53.95 $1,079.00 20.00 $1,079.00 20.00 $1,079.00 95 LF 266 $42.54 $11,315.64 216.00 $9,188.64 216.00 $9,188.64 96 EA 6 $265.95 $1,595.70 6.00 $1,595.70 6.00 $1,595.70 97 EA 6 $344.87 $2,069.22 6.00 $2,069.22 6.00 $2,069.22 98 EA 1 $4,492.02 $4,492.02 1.00 $4,492.02 1.00 $4,492.02 99 EA 1 $1,291.93 $1,291.93 1.00 $1,291.93 1.00 $1,291.93 100 LB 315 $4.32 $1,360.80 172.00 $743.04 172.00 $743.04 $50,615.25 $44,302.83 $44,302.83 101 LS 1 $15,000.00 $15,000.00 0.50 $7,500.00 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 1.00 $324.33 1.00 $324.33 106 EA 1 $259.46 $259.46 1.00 $259.46 1.00 $259.46 107 EA 31 $26.76 $829.56 31.00 $829.56 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 $900.45 452.50 $936.68 452.50 $936.68 111 LF 152 $2.22 $337.44 150.00 $333.00 150.00 $333.00 112 EA 27 $162.46 $4,386.42 27.00 $4,386.42 27.00 $4,386.42 113 SY 377 $5.55 $2,092.35 357.19 $1,982.40 357.19 $1,982.40 114 SY 137 $7.70 $1,054.90 127.39 $980.90 127.39 $980.90 115 CY 500 $7.00 $3,500.00 0.00 $0.00 0.00 $0.00 116 SY 18,800 $2.89 $54,332.00 18,800.00 $54,332.00 18,800.00 $54,332.00 117 CY 909 $5.65 $5,135.85 0.00 $0.00 0.00 $0.00 118 RS 55 $310.00 $17,050.00 0.00 $0.00 0.00 $0.00 119 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 0.00 $0.00 0.00 $0.00 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 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 CONCRETE RIBBON CURB SURMOUNTABLE CONCRETE CURB & GUTTER B618 CONCRETE CURB & GUTTER 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 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 121 GAL 951 $1.96 $1,863.96 0.00 $0.00 0.00 $0.00 122 SY 367 $15.00 $5,505.00 0.00 $0.00 0.00 $0.00 123 SY 91 $46.02 $4,187.82 0.00 $0.00 0.00 $0.00 124 LF 4,025 $2.48 $9,982.00 0.00 $0.00 0.00 $0.00 125 CY 15 $86.49 $1,297.35 13.50 $1,167.62 13.50 $1,167.62 126 CY 57 $27.03 $1,540.71 28.00 $756.84 28.00 $756.84 127 LS 1 $3,546.04 $3,546.04 1.00 $3,546.04 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 0.00 $0.00 0.00 $0.00 134 HR 30 $0.01 $0.30 0.00 $0.00 0.00 $0.00 135 CY 1,466 $15.00 $21,990.00 0.00 $0.00 0.00 $0.00 136 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 $77,335.25 $77,335.25 140 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 $293,581.04 $293,581.04 SUBTOTAL ‐ DIVISION 7 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 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) INSTALL SALVAGED LANDSCAPE ROCK (ISLANDS) (P) SUBTOTAL ‐ DIVISION 5 DIVISION 6 ‐ HIGHLAND TRAIL NORTH ‐ STREETS MOBILIZATION TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) (DRIVEWAY) 6" CONCRETE DRIVEWAY PAVEMENT 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 SAW & SEAL STREET (40' INTERVALS) RIPRAP SEDIMENT REMOVAL (LV) MODIFY STORM STRUCTURE 104 CATCH BASIN CASTING R‐3067‐V BITUMINOUS MATERIAL FOR TACK COAT