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HomeMy WebLinkAboutVieth Construction - C.O. No. 10 - North Downtown Trail-7/1/2013CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 10 PROJECT: NORTH DOWNTOWN TRAIL CONTRACT NO. 786 Date Prepared: April 3, 2013 AMOUNT: $15,668.04 Increase TO: Vieth Construction , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated November 15, 2010. A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. CITY O ATERL BY: AT E� ayor NET INCREASE $15,668.04 Vieth Construction Date CONTRACTOR City Clerk Date � C BY: PRINTED NAME: TITLE: 19R—' /04-iy 17; %y Date APPROVED: '4-1;:141/ Ci y Engineer Date FINAL CONTRACT SUMMARY NORTH DOWNTOWN TRAIL IDOT PROJECT NUMBER STP -E -8155(721)--8V-07 CITY PROJECT NUMBER NO. 786 AECOM Project Number 60212384 ITEM NO. ITEM UNIT UNIT PRICE ESTIMATED QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE INCREASE/ DECREASE 1 CLEARING AND GRUBBING ACRE 8,000.00 0.60 0.60 - - 7004 CLEARING AND GRUBBING (ADDED BY CO#9) ACRE 8,000.00 0.10 0.10 - - 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 36.00 500.00 500.0D - - 3 EXCAVATION, CLASS 10, WASTE CY 19.00 1,150.00 1,150.00 - - 7005 EXCAVATION, CLASS 10, WASTE (ADDED BY CO#9) CY 19.00 100.00 100.00 - - 4 EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS CY 35.00 200.00 6.00 (194.00) (6,790.00) 5 TOPSOIL, FURNISH AND SPREAD ,.. CY 34.00 330.00 330.00 - - 6 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10.00 500.00 500.00 - - 7 MODIFIED SUBBASE CY 44,00 536.80 536.80 - - 8 SHOULDER FINISHING, EARTH STA 2,500.00 0.78 0.78 - - 9 REMOVAL OF SIGN EACH 300.00 2.00 2.00 - - 10 REMOVALS, AS PER PLAN LS 12,500.00 1.00 1.00:=. - 11 REMOVAL OF CONCRETE CY 875.00 5.00 5.00 - - 7006 REMOVAL OF CONCRETE (ADDED BY CO#9) CY 875.00 4.00 4.00 - - 12 COMPACTION WITH MOISTURE CONTROL(STRUCTURES) CY 5.50 760.00 760.00 - - 13 EXCAVATION, CLASS 20 CY 37.00 760.00 760.00 - - 14 STRUCTURAL CONCRETE(MISCELLANEOUS) CY 1,075.00 8.90 8.90 - - 7007 STRUCTURAL CONCRETE (MISCELLANEOUS) (ADDED BY CO#9) CY 1,075.00 3.10 3.10 - - 15 REINFORCING STEEL LB - 2.00 813.00 813.00 '..- - 16 RIPRAP, REMOVE AND REPLACE CY 22.00 380.00 380.00 - - 17 RECREATIONAL TRAIL, PCC, 6 IN, SY 46.00 2,556.20 2,556.20 - - 7001 RECREATIONAL TRAIL, PCC, 6 IN. (ADDED BY CO#2) SY 46.00 16.40 16.40 - - 7008 RECREATIONAL TRAIL, PCC, 6 /N. (DELETED BYCO#9) SY 46.00 (372.42) (372.42) - - 18 REMOVAL OF SIDEWALK SY 15.00 245.30 245.30 - - 7002 REMOVAL OF SIDEWALK (ADDED BY CO#2) SY 15.00 11.10 11.10 - - 7009 REMOVAL OF SIDEWALK (ADDED BY CO#9) SY 15.00 8.33 8.33 0.00 0.00 19 P.C. CONCRETE STEPS CY 770.00 77.80 77.80 - - 7003 P.C. CONCRETE STEPS (DELETED BY CO#5) CY 770.00 (77.80) (77.80) - - 20..;: COMBINED CONCRETE SIDEWALK AND RETAINING WALL CY. ...700.00 58.11 -58.1 Y - - 7010 COMBINED CONCRETE SIDEWALK AND RETAINING WALL (ADDED BY C0#9 CY r 700.00 97.72 97.72 - - 21 P.C. CONCRETE RETAINING WALL CY 745.00 302.30 302.30 - - 7011 P.C. CONCRETE RETAINING WALL (DELETED BYCO#9) CY 745.00 (20.50) (20.50) - - 22 SAFETY CLOSURE EACH 100.00 8.00 8.00 - - 23 LIGHTING POLES EACH 6,500.00 2.00 2.00 - - 24 ELECTRICAL CIRCUITS LF 9.00 220.00 220.00 - - 25. TYPE A SIGNS, SHEET ALUMINUM SF '..26.00 - :..46.00 50.50 .....4.50 ,::117.00 26 TRAFFIC CONTROL LS 4,500.00 1.00 1.00 - - 27 MOBILIZATION LS 88,000.00 1.00 1.00 - - 28 LIMESTONE SEATING BASE CY 6,900.00 2.22 2.22 - - 29 BOLLARDS EACH 800.00 5.00 5.00 - - 30L. PERENNIAL PLANTS (FLAME GRASS, 1 GAL. CONT.) EACH 10.75 551.00 551.00. FINAL CONTRACT SUMMARY NORTH DOWNTOWN TRAIL IDOT PROJECT NUMBER STP -E -8165(721)--8V-07 CITY PROJECT NUMBER NO. 786 AECOM Project Number 60212384 ITEM NO. ITEM UNIT UNIT PRICE ESTIMATED QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE INCREASE/ DECREASE 31 PERENNIAL PLANTS (K. F. FEATHER REED GRASS, 1 GAL. CONT.) EACH 10.75 402.00 402.00 - - 32 PERENNIAL PLANTS (WARRIOR SWITCH GRASS, 1 GAL. CONT.) EACH 10.75 175.00 175.00 - - 33 SPECIALTY LIGHTING FIXTURE EACH 1,800.00 8.00 8.00 - - 34 STEEL BENCH SEATING ASSEMBLY EACH 1,050.00 20.00 20.00 - - 35 STEEL GATE, AS PER PLAN....... ( EACH =1(250.00 4.00 8.00 4.00 5,000.00 36 HAND RAILING, AS PER PLAN LF 90.00 37.20 37.20 - - 37 STEEL POSTS FOR TYPE A SIGNS, AS FER PLAN LF 20.50 125.00 105.00 (20.00) (410.00) 19,044.90 38 STEEL RAILING, AS PER PLAN LF 90.00 1,970.25 2,181.86 211.61 39 WEED BARRIER FABRIC SF 1.00 2,000.00 1,775.00 (225.00) (225.00) 40 - COLORED, TOOLED PCC PAVEMENT -.SY - 126.50 -(r 676.00 ..672.16. ..... (3.84) , (485.76) 41 MULCHING ACRE 700.00 0.10 0.25 0.15 105.00 42 SEEDING AND FERTILIZING (URBAN) ACRE 25,000.00 0.10 0.25 0.15 3750.00 43 CONCRETE SLOPE PROTECTION SY 120.00 276.90 274.80 (2.10) (252.00) 44 SODDING SQ 105.00 34.56 36.38 1.82 191.00 45 . SILT FENCE LF 2.50 .:..500.00 342.00 (158.00) (395.00) 46 REMOVAL OF SILT FENCE LF 0.50 500.00 420.00 (80.00) (40.00) 47 CLEAN-OUT OF SILT FENCE LF 0.50 500.00 - (500.00) (250.00) 48 HARDWOOD MULCH CY 105.00 18.52 17.44 (1.08) (113.40) 49 FERTILIZER LB 10.00 197.03 197.00 (0.03) (0.30) 50 WATERING FOR PLANTS - - MGAL : 72.00 - 63.70 14.00 (49.70) (3,578.40) TOTAL ESTIMATED PROJECT CONSTRUCTION COSTS CHANGE ORDERS 8001 MODIFICATIONS TO STEEL GATE, AS PER PLAN LS 1.00 270.00 270.00 0.00 - 8002 MODIFICATIONS TO STEEL RAILING, AS PER PLAN LS 1.00 1,723.85 1,723.85 0.00 - 8003 EXTRA CONCRETE FOR BRACKETS LS 1.00 1,732.50 1,732.50 0.00 - 8004 STEEL, ANCHORS AND MISC. MATERIALS LS 1.00 2,310.00 2.310.00 0.00 - 8005 SCAFFOLDING RENTAL LS 1.00 1,650.00 1.650.00 0.00 - 8006 LABOR AND OVERHEAD LS 1.00 6,600.00 6,600.00 0.00 - 8007 MOBILIZATION LS 1.00 1,650.00 1,650.00 0.00 - 8008 DRAIN BELOW PARK AVENUE BRIDGE LS 1.00 2,400.00 2,400.00 0.00 - 8009 1" CLEAN BACKFILL MATERIAL TON 18.00 125.00 125.00 0.00 - 8010 CHANGE IN STEEL HANDRAIL DETAIL LS 1.00 580.00 580.00 0.00 - 8011 P.C. CONCRETE STEPS CY 2,981.42 18.98 18.98 0.00 - 8012 COMPOST AC 36.000.00 0.15 0.15 0.00 - 8013 SAWCUT AND REMOVAL OF FLOODWALL LS 1.00 4,250.00 4,250.00 0.00 - 8014 COLD WEATHER PROTECTION SY 1.00 315.00 315.00 0.00 - 8015 NEOPRENE SHIMS EA 57.00 43.00 43.00 0.00 - TOTAL 15,658.04 FINAL CONTRACT SUMMARY NORTH DOWNTOWN TRAIL IDOT PROJECT NUMBER STP -E -8155(721)--8V-07 CITY PROJECT NUMBER NO. 786 AECOM Project Number 60212384 PAYMENT HISTORY Pay Estimate#1 $ 24,029.30 Pay Estimate#2 $ 19,042.75 Pay Estimate #3 $ 26,362.50 Pay Estimate #4 $ 7,064.20 Pay Estimate #5 $ 43,030.25 Pay Estimate#6 $ 86,577.48 Pay Estimate#7 $ 108,401.70 Pay Estimate#8 $ 8,933.23 Pay Estimate #9 $ 67,874.55 Pay Estimate #10 $ 106,245.45 Pay Estimate #11 $ 123,823.47 Pay Estimate #12 $ 26,498.97 Pay Estimate #13 $ 21,822.73 Pay Estimate#14 $ 78,549.08 Pay Estimate#15 $ 177,477.34 Pay Estimate#16 $ 62,474.52 Pay Estimate#17 $ 16,120.17 Pay Estimate #18 $ 22,377.10 Pay Estimate#19 $ 13,799.70 Pay Estimate #20 $ 31,414.22 Pay Estimate #21 $ 20,156.37 Pay Estimate #22 $ 4,021.35 Pay Estimate #23 $ 6,371.84 Pay Estimate #24 $ 23,988.45 Pay Estimate #25 $ 3,939.18 Pay Estimate #26 $ 5,620.10 Pay Estimate#27 $ 4,750.00 Pay Estimate#28 $ 3,114.10 Retainage $ 60,204.22 TOTAL PAYMENTS $ 1,204,084.32 ORIGINAL CONTRACT AMOUNT Change Order #1 Change Order #2 Change Order #3 Change Order #4 Change Order #5 Change Order #6 Change Order #7 Change Order #9 Increase/Decrease Change Order FINAL CONTRACT AMOUNT $ 1,111,574.00 $ 1,993.85 $ 921.00 $ 13,942.50 $ 5,230.00 $ (3,318.70) $ 9,965.00 $ 2,451.00 $ 45,657.63 $ 15,668.04 $ 1,204,084.32