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Todd Van Dorn Construction-12/14/2015 (C.O. 3 FY14 Sidewalk Repair -Zone 4
etj„k__ CITY OF WATERLOO Council Communication Resolution approving Change Order No. 3 for a net decrease of $55,708.07 for the F.Y. 2014 Sidewalk Repair Program - Zone 4 and Trail Repairs, Contract No. 863 and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 12/14/2015 Prepared: 12/8/2015 REVIEWERS: Department Reviewer Action Date Engineering Thorson, Eric Approved 12/9/2015 - 10:57 AM Clerk Office Felchle, Kelley Approved 12/9/2015 - 1 1:26 AM ATTACHMENTS: Description Type Cont 863 final CO Cover Menio SUBJECT: Submitted by: Summary Statement: Source of Funds: Resolution approving Change Order No. 3 for a net decrease of $55,708.07 for the F.Y. 2014 Sidewalk Repair Program - Zone 4 and Trail Repairs, Contract No. 863 and authorize the Mayor and City Clerk to execute said document. Submitted By: Wayne Castle, PLS, PE, Associate Engineer This is the accumulated amount of adjustments from original to final quantities that were determined necessary during the construction of the project, which results in a decrease to the total project cost. G.O. Bonds Please return this copy to: City Clerk & Finance Dept. 715 Mulberry St. Waterloo, IA 50703 CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT — CHANGE ORDER No. 3 PROJECT: F.Y. 2014 SIDEWALK REPAIR PROGRAM — ZONE 4 AND TRAIL REPAIRS CONTRACT NO. 863 Date Prepared: October30,2015 AMOUNT: $55,708.07 DECREASE TO: TODD VAN DORN CONSTRUCTION , Contractor You are hereby ordered to perform the following extra work on your contract dated April 28, 2014. 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 bid items. See attached summary. Mayor TOTAL DECREASE TODD VAN DORN CONSTRUCTION $55,708.07 Date CONTRACTO Change Order No. 3 15 BY: Date TITLE: 0 )-1-14j8'^' Date APPROVED: (��511,G.t 1N 2//c City Engineer Date Contract No. 863 Sheet 1 of 1 F.Y. 2014 SIDEWALK REPAIR PROGRAM - ZONE 4 AND TRAIL REPAIRS CONTRACT NO. 863 FINAL QUANTITIES ADJUSTMENT BASE BID 81D ITEM ITEM DESCRIPTION UNITS ORIGINAL QUANTITY Patti by CHANGE RnFR FINAL QUANTITY QUANTITY DIFFERENCE VAN DORN UNIT PRICE VAN DORN ORIG. COST VAN DORN C.O. COST VAN DORN FINAL COST INCREASE/ DECREASE 1 REMOVE & REPLACE PCC SIDEWALK, 4" SF 18,418.60 - 20,702.50 2,283.90 $ 4.00 $ 73,674.40 $ - 5 82,810.00 $ 9,135.60 2 NEW SIDEWALK, 4" PCC SF 53.20 - - (53.20) $ 5.00 $ 266.00 $ - $ - $ (266.001 3 REMOVE SIDEWALK, 4" PCC (0.O.#3 -FINAL) SF - 652.80 652.80 652.80 $ 2.00 $ - $ 1,305.60 $ 1,305.60 5 1,305.60 4 REMOVE & REPLACE PCC PAVING, 4' (0.0.43 -FINAL) SF - - - - $ 5.00 $ - $ - $ - $ - 5 REMOVE & REPLACE PCC PAVING, 5" SF 175.00 - 81.00 (94.00) $ 6.00 $ 1,050.00 $ - $ 486.00 $ (564.00) 6 REMOVE & REPLACE PCC SIDEWALK, 6" SF 14,145.40 - 16,958.90 2,813.50 $ 4.25 $ 60,117.95 $ - $ 72,075.33 I$ 11,957.38 7 NEW SIDEWALK, 6" PCC SF 294.40 - 206.20 (88.20) $ 5.00 $ 1,472.00 $ - $ 1,031.00 $ 144100) 8 REMOVE SIDEWALK, 6" PCC SF 519.20 - 579.90 60.70 $ 2.00 $ 1,038.40 $ - $ 1,159.80 $ 12140 9 DETECTABLE WARNING SURFACE SF 784.00 - 661.00 (123.00) $ 25.00 $ 19,600.00 $ - $ 16,525.00 $ (3,075.00) 10 REMOVE & REPLACE 24" PCC CURB & GUTTER, 6" LF 39.00 - 69.30 30.30 $ 25.00 $ 975.00 $ - $ 1,732.50 $ 757.50 11 REMOVE & REPLACE 24" PCC CURB & GUTTER, 7" LF12 166.30 - (165.30) $ 27.00 $ 4,490.10 $ - $ - $ (4,490.10) 12 REMOVE & REPLACE 24" PCC CURB & GUTTER, 8" LF 369.20 - 231.30 (137.90) $ 27.00 $ 9,968.40 $ - $ 6,245.10 5 (3,723.30) 13 REMOVE & REPLACE 24" PCC CURB & GUTTER, 9" LF 247.60 - 91.80 (155.80) $ 28.00 $ 6,932.80 $ - $ 2,570.40 $ (4,362.40) 14 REMOVE & REPLACE 24" PCC CURB & GUTTER, 10" LF 29.30 - 41.10 11.80 $ 39.00 $ 1,142.70 $ - 1 $ 1,602.90 $ 460.20 15 REMOVE & REPLACE 24" PCC CURB & GUTTER, 11" LF 94.10 - 34.20 (59.90) $ 39.00 $ 3,659.90 $ - $ 1,333.80 $ (2,335.10) 16 REMOVE & REPLACE 24" PCC CURB & GUTTER, 12" LF 198.00 - 285.00 90.00 $ 39.00 $ 7,722.00 $ - $ 11,232.00 $ 3,510.00 17 JOINT SEAL LF 5.00 - - (5.00) $ 10.00 $ 50.00 $ - $ - $ (50.00) 18 PCC SIDEWALK PATCHING EACH 3.00 - 1.00 (2.00) $ 50.00 $ 150.00 $ - $ 50.00 $ (100.00) 19 HMA PAVEMENT PATCHING SF 59.00 - - (59.00) $ 8.00 $ 472.00 $ - $ - $ (472.00) 20 MANHOLE ADJUSTMENT EACH 5.00 - 6.00 1.00 $ 100.00 $ 500.00 $ - $ 600.00 $ 100.00 21 RETAINING WALL LF 35.00 - 214,10 179.10 $ 50.00 $ 1,750.00 5 - $ 10,705.00 $ 8,955.00 22 3/4" ROADSTONE TON 20.00 - (20.00) $ 30.00 $ 600.00 $ - $ - $ (600.00) 23 TRAFFIC CONTROL LS 1.00 - 1.00 - $ 7,000.00 $ 7,000.00 $ - $ 7,000.00 $ 24 EXCAVATION, CLASS 10 CY 50.00 - 75.00 25.00 $ 20.00 $ 1,000.00 $ - $ 1,500.00 $ 500.00 1001 REMOVE & REPLACE PCC SIDEWALK, 6"- 5 SULLIVAN BROTHERS (0.0.41) SF - 10,800.00 8,571:30 (2,228.70) $ 4.30 $ - $ 46,440.00 $ 36,856.59.$"'='56,85659 1002 REMOVE PLANTERS (0.0.41) LS - 1.00 0.50 (0.50) $ 8,000.00 $ - $ 8,000.00 $ 4,000.00 $ 4,000.00 2001 CLASS "A" SIDEWALK (0.0.42) LF - 299.10 299)10 : - $ 6.00 $ - 5 1,794.60 $ 1,794.60 $ 1,79450 2002 MISC PCC PAVEMENT, 12" (0.0.42) SF - 258.50 258.50 - $ 10.00 $ - $ 2,585.00 $ 2,585.00 5> --2,585.00 2003 DIAMOND GRIND CURB FOR HANDICAP RAMP(0.0.42) LF - 227.20 22720 - $ 12.50 $ - $ 2,840.00 $ 2,840.00.$--.>- zs40.0o 2004 MISCPCC PAVEMENT, 9"(0.0.42) SF - 5.30 5.30 - $ 7.00 $ - $ 37.10 $ 37.10 $ 37,10 2005 MISC PCC PAVEMENT, 8" (0.0.42) SF - 320.30 320.30 - $ 6.00 $ - $ 1,921.80 $ 1,921.80 ,$::,..::.:.1,921:801 2006 MISC PCC PAVEMENT, 10" (0.0.42) SF - 120.10 120.10 - $ 8.00 $ - $ 960.80 $ 960.80 $ 96630: $ 199,151.55 ALTERNATE BIO BID ITEM ITEM DESCRIPTION UNITS ORIGINAL QUANTITY AUUOU b CHANGE nanFR FINAL QUANTITY QUANTITY DIFFERENCE VAN DORN UNIT PRICE VAN DORN ORIG. COST VAN DORN C.O. COST VAN DORN FINAL COST INCREASE/ DECREASE 1 REMOVE & REPLACE PCC SIDEWALK, 4" SF 6,591.20 4,630.37 (1,960.83) $ 4.00 $ 26,364.80 $ - $ 18,521.48 $ (7,843.32) 2 NEW SIDEWALK, 4" PCC SF 43.40 85.60 42.20 $ 5.00 $ 217.00 $ - $ 428.00 $ 211.00 3 REMOVE SIDEWALK, 4" PCC SF 65.60 119.10 53.50 $ 2.00 $ 131.20 $ - $ 238.20 $ 107.00 4 REMOVE & REPLACE PCC PAVING, 4" SF 148.80 - (148.80) $ 5.00 $ 744.00 $ - $ - $ (744.00) 5 REMOVE & REPLACE PCC PAVING, 5" SF 50.00 - (50.00) $ 5.00 $ 250.00 $ - $ - 5 (250.00) 6 REMOVE & REPLACE PCC SIDEWALK 6" SF 8,907.60 5,125:16 (3,782.44) $ 4.35 $ 38,748.06 $ - $ 22,294.45 $ (16,453.61) 7 NEW SIDEWALK, 6" PCC SF 54.70 147.20 92.50 $ 5.00 $ 273.50 $ - $ 736.00 $ 462.50 8 REMOVE SIDEWALK 6" PCC SF 249.00 - (249.00) $ 2.00 $ 496.00 $ - $ - '$ (498.00) 9 DETECTABLE WARNING SURFACE SF 1,167.00 588.00 (579.00) $ 25.00 $ 29,175.00 $ - $ 14,700.00 $ (14,475.00) 10 REMOVE & REPLACE 24" PCC CURB & GUTTER, 6" LF 19.90 - (19.90) $ 25.00 $ 497.50 $ - $ - $ (497.50) 11 REMOVE & REPLACE 24" PCC CURB & GUTTER, 7" LF 166.30 - (165.30) $ 27.00 $ 4,490.10 $ - $ - $ (4,490.10) 12 REMOVE & REPLACE 24" PCC CURB & GUTTER, 8 LF 455.70 19.00 (436.70) $ 25.00 $ 11,392.50 $ - $ 475.00 $ (10,917.50) 13 REMOVE & REPLACE 24" PCC CURB & GUTTER, 9" LF 270.40 322.70 52.30 $ 27.00 $ 7,300.80 $ - $ 8,71290 -$ 1,412.10 4553 FINAL.xlsx 10/29/2015 $ 20,812.88 1 $i, (13,383.41)1 $ 10,139.901 14 REMOVE & REPLACE 24" PCC CURB & GUTTER, 10" LF- #1 5/27/2014 - - 5 - $ - $ - $ - $ - 15 REMOVE & REPLACE 24" PCC CURB & GUTTER, 11" LF 109.90- $ 19,106.57 (109.90) $ 37.00 $ 4,066.30 5 - $ - $ (4,066:30) 16 REMOVE & REPLACE 24" PCC CURB & GUTTER. 12" LF 76.70 $ 23,717.32 32.10 (44.60) $ ' 38.00 $ 2,914.60 $ - $ 1219.80 $ (1,694.80) 17 JOINT SEAL LF 10.00- $ 18,360.28 (10.00) S 10.00 $ 100.00 $ - $ - $ (100.00) 18 PCC SIDEWALK PATCHING EACH- 4/27/2015 $ 4,006.93 - - 5 - $ - $ - $ - 5 - 19 HMA PAVEMENT PATCHING SF 177.00- $ 22,491.89 (177.00) $ 4.00 $ 708.00 $ - $ - $ (708.00) 20 MANHOLE ADJUSTMENT EACH- 9/1/2015 $ 4275.00 1.00 1.00 $ - $ - $ - $ - $ - 21 RETAINING WALL LE 48.50- $ 302,431.35 $ 686.00 (48.50) $ 50.00 $ 2,425.00 $ - $ - $ (2,425.00) 22 3/4" ROADSTONE TON- - - $ - $ - $ - $ - $ - 23 TRAFFIC CONTROL LS 1.00 1.00 - $ 3,000.00 $ 3,000.00 $ - $ 3,000.00 $ - 24 EXCAVATION, CLASS 10 CY 200.00 203.30 3.30 $ 10.00 $ 2,000.00 $ - $ 2,033.00 $ 33.00 5 . (62,937.53) 2001 CLASS "A" SIDEWALK (C.O.#2) LF- 51.00 51.00 - 5 6.00 $ - $ 306.00 $ 306.00 $ 306.00 2002 MISC PCC PAVEMENT, 12" (C.0.#2) SF- - - - $ 10.00 $ - $ - $ - S - 2003 DIAMOND GRIND CURB FOR HANDICAP RAMP (C.O.#2) LF- 238.80 238.80 - $ 12.50 $ - $ 2.985.00 5 2,985.00 $ 2,985.00 2004 MISC PCC PAVEMENT, 9" (0.0.#2) SF- 92.60 92.60 - $ 7.00 $ - $ 648.20 $ 648.20 $ 648.20 2005 MISC PCC PAVEMENT, 8" (0.0.42) SF - - - - $ 6.00 $ - $ - $ - 5 - 2006 MISC PCC PAVEMENT, 10" (C.0.#2) SF - - - - $ 8.00 $ - $ - $ - 5 - $ 3,939.20 $ 135,296.36 TOTAL INCREASE/DECREASE IN CONSTRUCTION ITEMS BASE BID BASE BID - CHANGE ORDER #1 - 5 SULLIVAN BROTHERS ALTERNATE BID $ 20,812.88 $ (13,583.41) $ (62,937.53) $ (55,708.07), PAY ESTIMATE DATE SIDEWALK TRAIL BUILDING TOTAL #1 5/27/2014 $ 21,892.85 CHANGE ORDER#2 -ADDITIONAL SIDEWALK REPAIR WORK FOR THIS CONTRACT $ 14,078.50 $ 21,892.85 #2 6/16/2014 $ 59,533.07 $ 4,558.58 $ 64,091.65 #3 6/23/2014 $ 19,106.57 $ 37,345.45 $ 56,452.02 #4 7/14/2014 $ 1,639.56 5 1,639.56 #5 8/11/2014 $ 23,717.32 $ 23,717.32 46 9/8/2014 $ 42,818.56 $ 651.70 $ 43,470.26 #7 9/22/2014 $ 18,360.28 $ 18,360.28 #8 10/13/2014 $ 27,492.93 $ 27,492.93 09 4/27/2015 $ 4,006.93 5 4006.93 #10 5/26/2015 $ 24,960.85 $ 24,960.85 #11 7/27/2015 $ 22,491.89 $ 22,491.89 #12 7/27/2015 $ 17,013.97 $ 17,013.97 #13 9/1/2015 $ 4275.00 $ 4,275.00 RETAINAGE' $ 15,121.57 $ 34.30 5 2,237.05 $ 17,392.92 TOTAL PAYMENTS $ 302,431.35 $ 686.00 $ 44,141.08 $ 347,258.43 $ 347,258.43 FINAL NEW CONTRACT AMOUNT TOTAL ORIGINAL CONTRACT AMOUNT $ 334,447.91 CHANGE ORDER #1 -ADDITIONAL WORK AT 5 SULLIVAN BROTHERS FOR THE BUILDING DEPARTMENT $ 54444.00 CHANGE ORDER#2 -ADDITIONAL SIDEWALK REPAIR WORK FOR THIS CONTRACT $ 14,078.50 NEW CONTRACT AMOUNT $ 402,966.41 FINAL NEW CONTRACT AMOUNT $ 402,966.41 FINAL QUANTITY SUMMARY $ (55,708.07) FINAL CONTRACT AMOUNT 1 $ 347,258.34 NOTE: Total construction cost for Building's portion of contract is $44,141.08, with a 5% Retinage thereof being$2207.05, leaving 541,934.03 eligible for payment Payments under Pay Estimates #2 and #3 total 541,904.03, a $30.00 difference eligible paymentand actual payment This $30.00 shortage was added to the Retainage for this portion of the contract #853 FINALxIsx 10/29/2015