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2016 Street Imp - Pay Request No 3
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 No.Approval Date Amount $1,189,610.33 Additions Deductions $32,976.55 $779,145.08 1 7/5/2016 $32,976.55 $1,222,586.88 $779,145.08 $0.00 $601,535.39 $38,957.255.0% CONTRACT TIME TOTALS $32,976.55 $0.00 $138,652.43 NET CHANGE $32,976.55 CONTRACT CHANGE ORDER SUMMARY PAY ESTIMATE SUMMARY 3 7/29/20167/1/2016FROM 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 4/18/2016 9/30/2016 REVISED DAYS REMAINING 165 0 63 8/12/2016 ORIGINAL DAYS 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 8/5/2016 FOCUS Engineering, inc.PROJECT PAYMENT FORM PARTIAL PAY ESTIMATE NO. 3 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 0.50 $4,500.00 0.50 $4,500.00 2 LS 1 $1,284.36 $1,284.36 0.50 $642.18 0.50 $642.18 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 7.00 $187.32 7.00 $187.32 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 $32,232.00 588.41 $27,890.63 588.41 $27,890.63 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 3.00 $0.03 3.00 $0.03 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 $33,220.16 $37,045.16 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 0.50 $642.18 1.00 $1,284.36 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 1,224.00 $1,982.88 5,224.00 $8,462.88 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 1,074.00 $14,746.02 3,074.00 $42,206.02 50 CY 375 $7.57 $2,838.75 82.00 $620.74 216.00 $1,635.12 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 0.00 $0.00 1,962.00 $29,174.94 53 CY 375 $14.87 $5,576.25 82.00 $1,219.34 216.00 $3,211.92 54 CY 630 $27.03 $17,028.90 0.00 $0.00 630.00 $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 0.00 $0.00 567.90 $26,918.46 57 GAL 290 $1.96 $568.40 0.00 $0.00 70.00 $137.20 58 SY 230 $15.00 $3,450.00 0.00 $0.00 297.00 $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 0.00 $0.00 68.00 $3,129.36 61 LF 3,240 $6.64 $21,513.60 0.00 $0.00 3,150.00 $20,916.00 62 LF 345 $10.17 $3,508.65 0.00 $0.00 333.00 $3,386.61 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 CONCRETE RIBBON CURB SURMOUNTABLE CONCRETE CURB & GUTTER 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 0.00 $0.00 108.00 $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 $6,517.77 850.00 $6,434.50 850.00 $6,434.50 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 8.00 $1,729.76 8.00 $1,729.76 71 EA 4 $270.28 $1,081.12 4.00 $1,081.12 4.00 $1,081.12 72 LF 12 $5.41 $64.92 12.00 $64.92 12.00 $64.92 73 CY 702 $15.00 $10,530.00 308.00 $4,620.00 308.00 $4,620.00 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 14.00 $599.34 14.00 $599.34 77 EA 10 $32.11 $321.10 2.00 $64.22 2.00 $64.22 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 $33,805.02 $199,902.03 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 1.00 $1,926.54 1.00 $1,926.54 103 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 0.00 $0.00 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 0.00 $0.00 909.00 $5,135.85 118 RS 55 $310.00 $17,050.00 0.00 $0.00 55.00 $17,050.00 119 TN 1,611 $50.07 $80,662.77 1,368.94 $68,542.83 1,368.94 $68,542.83 120 TN 1,611 $45.98 $74,073.78 0.00 $0.00 1,411.00 $64,877.78 121 GAL 951 $1.96 $1,863.96 250.00 $490.00 350.00 $686.00 122 SY 367 $15.00 $5,505.00 32.00 $480.00 363.00 $5,445.00 123 SY 91 $46.02 $4,187.82 0.00 $0.00 108.00 $4,970.16 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 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) (DRIVEWAY) 6" CONCRETE DRIVEWAY PAVEMENT 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 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) BITUMINOUS MATERIAL FOR TACK COAT 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 4.00 $1,896.28 4.00 $1,896.28 130 EA 8 $560.15 $4,481.20 2.00 $1,120.30 2.00 $1,120.30 131 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 11,547.00 $122,975.55 134 HR 30 $0.01 $0.30 3.00 $0.03 6.00 $0.06 135 CY 1,466 $15.00 $21,990.00 106.00 $1,590.00 667.00 $10,005.00 136 SY 7,007 $3.00 $21,021.00 0.00 $0.00 0.00 $0.00 137 EA 31 $42.81 $1,327.11 30.00 $1,284.30 30.00 $1,284.30 138 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 $77,330.28 $383,425.89 140 LS 1 $3,500.00 $3,500.00 0.25 $875.00 0.25 $875.00 141 LS 1 $1,070.30 $1,070.30 0.25 $267.58 0.25 $267.58 142 EA 8 $90.98 $727.84 0.00 $0.00 0.00 $0.00 143 LF 80 $4.55 $364.00 24.00 $109.20 24.00 $109.20 144 EA 6 $114.23 $685.38 3.00 $342.69 3.00 $342.69 145 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 $1,594.47 $1,594.47 156 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 $145,949.92 $746,168.53 CHANGE ORDER NO. 1 CO1‐2 LS 1.0 $1,000.00 $1,000.00 0.00 $0.00 1.0 $1,000.00 CO1‐2 LF 1,179.0 $19.45 $22,931.55 0.00 $0.00 1,179.0 $22,931.55 CO1‐3 EA 11.0 $330.00 $3,630.00 0.00 $0.00 11.0 $3,630.00 CO1‐4 EA 2.0 $295.00 $590.00 0.00 $0.00 2.0 $590.00 CO1‐5 EA 5.0 $825.00 $4,125.00 0.00 $0.00 5.0 $4,125.00 CO1‐6 EA 2.0 $350.00 $700.00 0.00 $0.00 2.0 $700.00 TOTALS ‐ CHANGE ORDER NO. 1 $32,976.55 $0.00 $32,976.55 TOTALS ‐ REVISED CONTRACT $1,222,586.88 $145,949.92 $779,145.08 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 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 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 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