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HomeMy WebLinkAbout#7 - 39th Street Improvement - CCO#6 AGENDA ITEM MAYOR & COUNCIL COMMUNICATION -- page 1 -- DATE: January 19, 2016 CONSENT ITEM # 7 AGENDA ITEM: 39th Street North: Street and Sanitary Sewer Improvements – Compensating Change Order No. 6 SUBMITTED BY: Chad Isakson, Project Engineer THROUGH: Clark Schroeder, Interim 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: Decrease of $91,829.54 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 $91,829.54. The final construction contract amount is $1,986,129.26. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving, as part of the consent agenda, Compensating Change Order No. 6 for 39th Street North: Street and Sanitary Sewer Improvements to reconcile the estimated and actual quantities installed on the project. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Compensating Change Order No. 6 for the 39th Street North: Street and Sanitary Sewer Improvements thereby decreasing the final contract amount by $91,829.54.” City Council Meeting [Consent Agenda Item 7] January 19, 2016 -- page 2 -- LEGISLATIVE HISTORY/BACKGROUND INFORMATION: Geislinger & Sons, Inc. was awarded a construction contract on August 26, 2014 to complete the 39th Street North: Street and Sanitary Sewer 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. The overall decrease in the current contract amount for this change order is $91,829.54 as detailed on the attached itemization. The primary areas of decreased pay items include restoration required to complete the improvements. RECOMMENDATION: Staff is recommending that the City Council consider, as part of the Consent Agenda, approving Compensating Change Order No. 6 for the 39th Street North: Street and Sanitary Sewer Improvements thereby decreasing the final contract amount by $91,829.54. If removed from the consent agenda, the recommended motion for this action is as follows: “Move to approve Compensating Change Order No. 6 for the 39th Street North: Street and Sanitary Sewer Improvements thereby decreasing the final contract amount by $91,829.54.” ATTACHMENT(S): 1. Compensating Change Order No. 6 COMPENSATING CHANGE ORDER NO. 6 39TH ST N: STREET AND SANITARY SEWER IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2014.131 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT 1 LF 62 $125.00 $7,750.00 153.0 $19,125.00 91.00 $11,375.00 2 LF 1,025 $87.00 $89,175.00 1,054.0 $91,698.00 29.00 $2,523.00 3 LF 315 $89.00 $28,035.00 284.0 $25,276.00 ‐31.00 ‐$2,759.00 4 LF 500 $92.00 $46,000.00 495.0 $45,540.00 ‐5.00 ‐$460.00 5 LF 630 $94.00 $59,220.00 632.0 $59,408.00 2.00 $188.00 6 LF 100 $40.00 $4,000.00 100.0 $4,000.00 0.00 $0.00 7 LF 120 $45.00 $5,400.00 120.0 $5,400.00 0.00 $0.00 8 LF 100 $525.00 $52,500.00 100.0 $52,500.00 0.00 $0.00 9 LF 120 $535.00 $64,200.00 120.0 $64,200.00 0.00 $0.00 10 LF 1,400 $0.10 $140.00 118.0 $11.80 ‐1,282.00 ‐$128.20 11 LF 2,850 $2.00 $5,700.00 2,850.0 $5,700.00 0.00 $0.00 12 EA 12 $3,000.00 $36,000.00 12.0 $36,000.00 0.00 $0.00 13 LF 140 $125.00 $17,500.00 117.7 $14,712.50 ‐22.30 ‐$2,787.50 14 EA 6 $400.00 $2,400.00 6.0 $2,400.00 0.00 $0.00 15 EA 4 $460.00 $1,840.00 6.0 $2,760.00 2.00 $920.00 16 LF 85 $35.00 $2,975.00 118.0 $4,130.00 33.00 $1,155.00 17 LF 400 $32.00 $12,800.00 389.0 $12,448.00 ‐11.00 ‐$352.00 18 LS 1 $4,500.00 $4,500.00 1.0 $4,500.00 0.00 $0.00 19 LS 1 $4,500.00 $4,500.00 1.0 $4,500.00 0.00 $0.00 20 EA 7 $450.00 $3,150.00 7.0 $3,150.00 0.00 $0.00 21 HR 5 $500.00 $2,500.00 0.0 $0.00 ‐5.00 ‐$2,500.00 $450,285.00 $457,459.30 $7,174.30 1 LS 1 $1,500.00 $1,500.00 1.0 $1,500.00 0 $0.00 2 EA 3 $900.00 $2,700.00 1.0 $900.00 ‐2 ‐$1,800.00 3 EA 1 $950.00 $950.00 1.0 $950.00 0 $0.00 4 EA 1 $2,600.00 $2,600.00 0.0 $0.00 ‐1 ‐$2,600.00 5 EA 3 $1,500.00 $4,500.00 0.0 $0.00 ‐3 ‐$4,500.00 6 EA 4 $3,400.00 $13,600.00 4.0 $13,600.00 0 $0.00 7 EA 11 $3,900.00 $42,900.00 10.0 $39,000.00 ‐1 ‐$3,900.00 8 EA 5 $760.00 $3,800.00 3.0 $2,280.00 ‐2 ‐$1,520.00 9 LF 70 $46.00 $3,220.00 30.5 $1,403.00 ‐40 ‐$1,817.00 10 LF 30 $53.00 $1,590.00 88.0 $4,664.00 58 $3,074.00 11 EA 4 $1,450.00 $5,800.00 1.0 $1,450.00 ‐3 ‐$4,350.00 12 EA 5 $4,000.00 $20,000.00 3.0 $12,000.00 ‐2 ‐$8,000.00 13 LF 2 $260.00 $520.00 0.0 $0.00 ‐2 ‐$520.00 14 LF 1 $600.00 $600.00 0.0 $0.00 ‐1 ‐$600.00 15 LB 100 $10.00 $1,000.00 94.0 $940.00 ‐6 ‐$60.00 $105,280.00 $78,687.00 ‐$26,593.00 1 LF 910 $10.00 $9,100.00 902.0 $9,020.00 ‐8 ‐$80.00 2 EA 8 $400.00 $3,200.00 8.0 $3,200.00 0 $0.00 3 EA 7 $450.00 $3,150.00 7.0 $3,150.00 0 $0.00 4 LF 70 $40.00 $2,800.00 70.0 $2,800.00 0 $0.00 5 LF 891 $42.00 $37,422.00 891.0 $37,422.00 0 $0.00 6 LF 236 $45.00 $10,620.00 236.0 $10,620.00 0 $0.00 7 LF 369 $62.00 $22,878.00 369.0 $22,878.00 0 $0.00 8 EA 2 $900.00 $1,800.00 2.0 $1,800.00 0 $0.00 9 EA 2 $1,050.00 $2,100.00 2.0 $2,100.00 0 $0.00 10 EA 1 $1,400.00 $1,400.00 1.0 $1,400.00 0 $0.00 11 CY 8 $115.00 $920.00 12.0 $1,380.00 4 $460.00 12 EA 3 $2,100.00 $6,300.00 3.0 $6,300.00 0 $0.00 13 EA 5 $2,500.00 $12,500.00 5.0 $12,500.00 0 $0.00 14 EA 2 $3,600.00 $7,200.00 2.0 $7,200.00 0 $0.00 15 EA 1 $4,350.00 $4,350.00 1.0 $4,350.00 0 $0.00 16 EA 1 $125.00 $125.00 1.0 $125.00 0 $0.00 17 EA 1 $150.00 $150.00 1.0 $150.00 0 $0.00 18 EA 1 $225.00 $225.00 1.0 $225.00 0 $0.00 19 EA 12 $175.00 $2,100.00 3.0 $525.00 ‐9 ‐$1,575.00 20 SY 30 $30.00 $900.00 24.0 $720.00 ‐6 ‐$180.00 21 CY 420 $10.00 $4,200.00 420.0 $4,200.00 0 $0.00 22 CY 675 $10.00 $6,750.00 0.0 $0.00 ‐675 ‐$6,750.00 23 SY 1600 $2.75 $4,400.00 0.0 $0.00 ‐1,600 ‐$4,400.00 $144,590.00 $132,065.00 ‐$12,525.00 1 LS 1 $90,000.00 $90,000.00 1.00 $90,000.00 0.00 $0.00 2 LS 1 $9,000.00 $9,000.00 1.00 $9,000.00 0.00 $0.00 PART 4 ‐ STREET IMPROVEMENTS MOBILIZATION TRAFFIC CONTROL INLET PROTECTION INSULATION POND EXCAVATION (P) INFILTRATION SWALE EXCAVATION (P) SEED MIX 330 AND HYDROMULCH SUBTOTAL ‐ PART 3 4' DIA CATCH BASIN/MANHOLE 5' DIA CATCH BASIN/MANHOLE 5' DIA CATCH BASIN/MANHOLE W/ SUMP BULKHEAD 15" RCP STORM SEWER BULKHEAD 18" RCP STORM SEWER BULKHEAD 36" RCP STORM SEWER 24" RCP STORM SEWER, CLASS 4 12" RCP FLARED END SECTION INCL TRASH GUARD 18" RCP FLARED END SECTION INCL TRASH GUARD 24" RCP FLARED END SECTION INCL TRASH GUARD RIP RAP, CLASS 3 2'X3' CATCH BASIN REMOVE AND DISPOSE OF EXISTING STORM SEWER REMOVE AND DISPOSE OF EXISTING STORM SEWER MANHOLE POTHOLE EXISTING WATER MAIN 12" RCP STORM SEWER, CLASS 5 15" RCP STORM SEWER, CLASS 5 18" RCP STORM SEWER, CLASS 5 HYDRANT VALVE BOX EXTENSION HYDRANT EXTENSION DUCTILE IRON FITTINGS SUBTOTAL ‐ PART 2 PART 3 ‐ STORM SEWER REMOVE AND REPLACE 6" GATE VALVE & BOX REMOVE AND REPLACE 8" GATE VALVE & BOX REMOVE AND DISPOSE OF EXISTING HYDRANT 6" DIP CL. 52 WATER MAIN 8" DIP CL. 52 WATER MAIN 6" GATE VALVE AND BOX PART 2 ‐ WATERMAIN TEMPORARY WATER SYSTEM CONNECT TO EXISTING 6" WATER MAIN CONNECT TO EXISTING 8" WATER MAIN CUT IN 8" X 8" TEE REMOVE AND DISPOSE OF EXISTING GATE VALVE & BOX PRECAST CONCRETE JERSEY BARRIERS AT HIGHWAY 5 JACKING PITS PRECAST CONCRETE JERSEY BARRIERS AT HIGHWAY 17 JACKING PITS CROSS EXISTING WATER SERVICE EXPLORATORY DIGGING SUBTOTAL ‐ PART 1 4' DIAMETER SANITARY SEWER MH 4' DIAMETER EXCESS MANHOLE DEPTH 10"X6" PVC WYE, SDR 26 12"X6" PVC WYE, SDR 26 6" PVC SCH 40 SANITARY SEWER RISER 6" PVC SCH 40 SANITARY SEWER SERVICE 10" PVC SANITARY SEWER, SDR 26, IN CASING 12" PVC SANITARY SEWER, SDR 26, IN CASING 20" STEEL CASING PIPE (JACK/AUGERED) 24" STEEL CASING PIPE (JACK/AUGERED) PIPE FOUNDATION ROCK TELEVISING PART 1 ‐ SANITARY SEWER 8" PVC SANITARY SEWER, SDR 26, 20' ‐ 25' DEEP 10" PVC SANITARY SEWER, SDR 26, 15' ‐ 20' DEEP 10" PVC SANITARY SEWER, SDR 26, 20' ‐ 25' DEEP 12" PVC SANITARY SEWER, SDR 26, 15' ‐ 20' DEEP 12" PVC SANITARY SEWER, SDR 26, 20' ‐ 25' DEEP ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE COMPENSATING CO #6 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE COMPENSATING CO #6 3 EA 3 $1,200.00 $3,600.00 1.00 $1,200.00 ‐2.00 ‐$2,400.00 4 LS 1 $4,500.00 $4,500.00 1.00 $4,500.00 0.00 $0.00 5 LS 1 $2,000.00 $2,000.00 1.00 $2,000.00 0.00 $0.00 6 TN 60 $30.00 $1,800.00 60.00 $1,800.00 0.00 $0.00 7 HR 10 $125.00 $1,250.00 10.00 $1,250.00 0.00 $0.00 8 LS 1 $1,500.00 $1,500.00 1.00 $1,500.00 0.00 $0.00 9 LF 290 $6.00 $1,740.00 290.00 $1,740.00 0.00 $0.00 10 SY 9160 $2.00 $18,320.00 9,487.00 $18,974.00 327.00 $654.00 11 SY 335 $4.00 $1,340.00 300.00 $1,200.00 ‐35.00 ‐$140.00 12 EA 4 $300.00 $1,200.00 0.00 $0.00 ‐4.00 ‐$1,200.00 13 EA 8 $200.00 $1,600.00 0.00 $0.00 ‐8.00 ‐$1,600.00 14 EA 1 $250.00 $250.00 0.00 $0.00 ‐1.00 ‐$250.00 15 LS 1 $7,500.00 $7,500.00 0.00 $0.00 ‐1.00 ‐$7,500.00 16 LF 200 $3.00 $600.00 200.00 $600.00 0.00 $0.00 17 CY 7750 $9.00 $69,750.00 7,750.00 $69,750.00 0.00 $0.00 18 CY 340 $12.00 $4,080.00 216.00 $2,592.00 ‐124.00 ‐$1,488.00 19 RS 24.34 $465.00 $11,318.10 24.34 $11,318.10 0.00 $0.00 20 LF 1000 $12.00 $12,000.00 980.00 $11,760.00 ‐20.00 ‐$240.00 21 TN 6380 $10.50 $66,990.00 6,379.98 $66,989.79 ‐0.02 ‐$0.21 22 CY 4090 $10.00 $40,900.00 4,485.00 $44,850.00 395.00 $3,950.00 23 TN 800 $66.50 $53,200.00 785.36 $52,226.44 ‐14.64 ‐$973.56 24 TN 1335 $57.75 $77,096.25 1,290.50 $74,526.38 ‐44.50 ‐$2,569.88 25 GAL 565 $2.00 $1,130.00 325.00 $650.00 ‐240.00 ‐$480.00 26 EA 12 $450.00 $5,400.00 0.00 $0.00 ‐12.00 ‐$5,400.00 27 EA 20 $250.00 $5,000.00 0.00 $0.00 ‐20.00 ‐$5,000.00 28 LF 4310 $10.77 $46,418.70 4,465.00 $48,088.05 155.00 $1,669.35 29 LF 105 $14.80 $1,554.00 43.00 $636.40 ‐62.00 ‐$917.60 30 EA 12 $420.00 $5,040.00 12.00 $5,040.00 0.00 $0.00 31 SF 13110 $3.50 $45,885.00 12,840.00 $44,940.00 ‐270.00 ‐$945.00 32 SY 340 $70.00 $23,800.00 339.00 $23,730.00 ‐1.00 ‐$70.00 33 SY 35 $50.00 $1,750.00 60.00 $3,000.00 25.00 $1,250.00 34 SF 168 $42.00 $7,056.00 160.00 $6,720.00 ‐8.00 ‐$336.00 35 SY 105 $50.00 $5,250.00 160.00 $8,000.00 55.00 $2,750.00 36 TN 270 $65.00 $17,550.00 264.91 $17,219.15 ‐5.09 ‐$330.85 37 SY 5000 $4.25 $21,250.00 4,295.00 $18,253.75 ‐705.00 ‐$2,996.25 38 CY 500 $35.00 $17,500.00 783.00 $27,405.00 283.00 $9,905.00 39 SY 2000 $3.25 $6,500.00 646.00 $2,099.50 ‐1,354.00 ‐$4,400.50 40 SY 5500 $2.15 $11,825.00 3,806.00 $8,182.90 ‐1,694.00 ‐$3,642.10 41 LF 1000 $1.95 $1,950.00 0.00 $0.00 ‐1,000.00 ‐$1,950.00 42 LF 30 $22.50 $675.00 0.00 $0.00 ‐30.00 ‐$675.00 43 LF 200 $5.75 $1,150.00 30.00 $172.50 ‐170.00 ‐$977.50 44 HR 15 $125.00 $1,875.00 0.00 $0.00 ‐15.00 ‐$1,875.00 45 SF 6 $45.00 $281.25 0.00 $0.00 ‐6.25 ‐$281.25 46 LF 2270 $1.50 $3,405.00 2,274.00 $3,411.00 4.00 $6.00 47 LF 110 $0.75 $82.50 100.00 $75.00 ‐10.00 ‐$7.50 48 EA 1 $845.00 $845.00 1.00 $845.00 0.00 $0.00 $714,706.80 $686,244.96 ‐$28,461.84 1 LS 1 $4,000.00 $4,000.00 1.0 $4,000.00 0 $0.00 2 LF 20 $10.00 $200.00 0.0 $0.00 ‐20 ‐$200.00 3 TN 200 $20.00 $4,000.00 0.0 $0.00 ‐200 ‐$4,000.00 4 LF 20 $45.00 $900.00 0.0 $0.00 ‐20 ‐$900.00 5 EA 2 $480.00 $960.00 0.0 $0.00 ‐2 ‐$960.00 6 LF 625 $94.00 $58,750.00 625.0 $58,750.00 0 $0.00 7 LF 1255 $96.00 $120,480.00 1,255.0 $120,480.00 0 $0.00 8 LF 164 $40.00 $6,560.00 164.0 $6,560.00 0 $0.00 9 LF 20 $76.00 $1,520.00 20.0 $1,520.00 0 $0.00 10 LF 164 $565.00 $92,660.00 60.0 $33,900.00 ‐104 ‐$58,760.00 11 LF 1000 $0.01 $10.00 0.0 $0.00 ‐1,000 ‐$10.00 12 LF 2061 $2.00 $4,122.00 2,061.0 $4,122.00 0 $0.00 13 EA 8 $3,200.00 $25,600.00 8.0 $25,600.00 0 $0.00 14 LF 115 $125.00 $14,375.00 109.2 $13,650.00 ‐6 ‐$725.00 15 AC 5 $1,200.00 $6,000.00 0.0 $0.00 ‐5 ‐$6,000.00 16 LF 300 $1.95 $585.00 0.0 $0.00 ‐300 ‐$585.00 17 SY 1500 $3.25 $4,875.00 0.0 $0.00 ‐1,500 ‐$4,875.00 $345,597.00 $268,582.00 ‐$77,015.00 TOTALS ‐ BASE CONTRACT $1,760,458.80 $1,623,038.26 ‐$137,420.54 CHANGE ORDER NO. 1 CO1‐1 EA ‐2.0 $900.00 ‐$1,800.00 0.0 $0.00 2 $1,800.00 CO1‐2 EA 2.0 $950.00 $1,900.00 2.0 $1,900.00 0 $0.00 CO1‐3 EA 1.0 $1,600.00 $1,600.00 1.0 $1,600.00 0 $0.00 CO1‐4 EA ‐1.0 $2,600.00 ‐$2,600.00 0.0 $0.00 1 $2,600.00 CO1‐5 LF 875.0 $6.00 $5,250.00 884.0 $5,304.00 9 $54.00 CONNECT TO EXISTING 8" WATER MAIN CONNECT TO EXISTING 16" WATER MAIN CUT IN 8" X 8" TEE REMOVE AND DISPOSE OF EXISTING 8" WATER MAIN SOIL DECOMPACTION SILT FENCE, TYPE MACHINE SLICED SEED AND BLANKET SUBTOTAL ‐ ALTERNATE NO. 1 CONNECT TO EXISTING 6" WATER MAIN 14" PVC SANITARY SEWER, C905 DR 25, 20' ‐ 25' DEEP 28" STEEL CASING PIPE (JACK/AUGERED) PIPE FOUNDATION ROCK TELEVISING 4' DIAMETER SANITARY SEWER MH 4' DIAMETER EXCESS MANHOLE DEPTH PATCH GRAVEL DRIVEWAY 18" CMP DRIVEWAY CULVERT 18" CMP FLARED END SECTION 15" PVC SANITARY SEWER, SDR 26, 15' ‐ 20' DEEP 15" PVC SANITARY SEWER, SDR 26, 20' ‐ 25' DEEP 14" PVC SANITARY SEWER, C905 DR 25, IN CASING RIGHT TURN ARROW, TAPE SUBTOTAL ‐ PART 4 ALTERNATE NO. 1 ‐ SANITARY SEWER SOUTH OF TH 5 CLEAR AND GRUB TREES AND BRUSH REMOVE AND DISPOSE OF EXISTING STORM SEWER SILT FENCE, TYPE FLOATING DITCH CHECK ‐ BIOROLL STREET SWEEPING SIGN PANELS, TYPE C 4" DOUBLE SOLID YELLOW LINE, EPOXY 4" SOLID WHITE LINE, EPOXY TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE ‐ TRAIL (2,B) [SPWEA230B] SODDING IMPORT AND PLACE TOPSOIL BORROW (CV) SEED & EROSION CONTROL BLANKET SEED & HYDROMULCH SILT FENCE, TYPE MACHINE SLICED CONCRETE PEDESTRIAN RAMP 5" CONCRETE SIDEWALK 8" COMMERCIAL CONCRETE DRIVEWAY PAVEMENT (HIGH EARLY) 6" CONCRETE FLUME TRUNCATED DOME PANELS BITUMINOUS DRIVEWAY PAVEMENT TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) [SPNWB230B] BITUMINOUS MATERIAL FOR TACK COAT ADJUST MH CASTING ‐ STEEL RING (2015) ADJUST VALVE BOX (2015) B624 CONCRETE CURB AND GUTTER B612 CONCRETE CURB AND GUTTER SUBGRADE CORRECTION (EV) SUBGRADE PREPARATION 4" PERFORATED PVC DRAIN TILE WITH AGGREGATE AND WRAP AGGREGATE BASE CLASS 5 SELECT GRANULAR BORROW (P) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) [SPWEA230B] (2015) REMOVE AND DISPOSE OF EXISTING LIGHT BASE SALVAGE AND REINSTALL SIGN SALVAGE AND REINSTALL MAIL DROPBOX SALVAGE AND REINSTALL RETAINING WALL SAWCUT BITUMINOUS PAVEMENT COMMON EXCAVATION (P) TEMPORARY ACCESS AGGREGATE BASE CLASS 5 TEMPORARY ACCESS MAINTENANCE REMOVE TEMPORARY ACCESS REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT (DRIVEWAYS) TEMPORARY ROCK CONSTRUCTION ENTRANCE CLEAR AND GRUB TREES AND BRUSH TEMPORARY ACCESS GRADING QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE COMPENSATING CO #6 CO1‐6 EA 1.0 $1,500.00 $1,500.00 1.0 $1,500.00 0 $0.00 CO1‐7 LF 875.0 $69.00 $60,375.00 875.0 $60,375.00 0 $0.00 CO1‐8 EA 2.0 $1,700.00 $3,400.00 2.0 $3,400.00 0 $0.00 CO1‐9 EA 2.0 $3,000.00 $6,000.00 2.0 $6,000.00 0 $0.00 CO1‐10 LB 2,680.0 $10.00 $26,800.00 2,525.0 $25,250.00 ‐155 ‐$1,550.00 CO1‐11 LF 10.0 $53.00 $530.00 9.0 $477.00 ‐1 ‐$53.00 CO1‐12 LF 90.0 $178.00 $16,020.00 0.0 $0.00 ‐90 ‐$16,020.00 TOTALS ‐ CHANGE ORDER NO. 1 $118,975.00 $105,806.00 ‐$13,169.00 CHANGE ORDER NO. 2 CO2‐1 LS 1.0 $3,825.00 $3,825.00 1.0 $3,825.00 0 $0.00 CO2‐2 SY 9,940.0 $1.85 $18,389.00 9,940.0 $18,389.00 0 $0.00 TOTALS ‐ CHANGE ORDER NO. 2 $22,214.00 $22,214.00 $0.00 CHANGE ORDER NO. 3 CO3‐1 LS 1.0 $19,435.00 $19,435.00 1.0 $19,435.00 0 $0.00 TOTALS ‐ CHANGE ORDER NO. 3 $19,435.00 $19,435.00 $0.00 CHANGE ORDER NO. 4 CO4‐1 LF 164.0 $1,300.00 $213,200.00 164.0 $213,200.00 0 $0.00 CO4‐2 LF ‐104.0 $565.00 ‐$58,760.00 0.0 $0.00 104 $58,760.00 TOTALS ‐ CHANGE ORDER NO. 4 $154,440.00 $213,200.00 $58,760.00 CHANGE ORDER NO. 5 CO5‐1 LF 80.0 $30.45 $2,436.00 80.0 $2,436.00 0 $0.00 TOTALS ‐ CHANGE ORDER NO. 5 $2,436.00 $2,436.00 $0.00 TOTALS ‐ DIFFERENCE IN CONTRACT AND ACTUAL WORK COMPLETE $2,077,958.80 $1,986,129.26 ‐$91,829.54 GEOTEXTILE FABRIC 30‐INCH CASING PIPE ‐ PIPE HAMMER 48‐INCH CASING PIPE DEDUCT 28‐INCH CASING PIPE (NOT INSTALLED) CONCRETE CURB REPLACEMENT 8" GATE VALVE AND BOX 16" BUTTERFLY VALVE AND BOX DUCTILE IRON FITTINGS 8" DIP CL. 52 WATER MAIN 10" HDPE DR 11 WATERMAIN INSTALLED BY DIRECTIONAL DRILL MANHOLE CORE DRILL REMOVE AND DISPOSE OF EXISTING GATE VALVE & BOX 16" DIP CL. 51 WATER MAIN