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Peters Construction - FY16 W 2nd, Cedar and W 3rd St Improvements - 1/22/2018
CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 7 PROJECT: FY 2016 W 2nd. Cedar and W 3rd Street Improvements Date Prepared: December 28, 2017 AMOUNT: $_64 955.72 Decrease TO: Peters Construction . Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated 6/20/201 A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. Division 1,3,4 2,224.07 Division 2 -66,888.43 Division 5 -291.36 Total Net Decrease -$ 64,955.72 CITY OF WATERLOO BY:i �iiPYF�a (l/ I/ Peters Construction Mayor Date CONTRACTOR ATTEST: 1 �i City Clerk Date BY: /Z e 'Date PRINTED NAME: TITLE: WabTVUt- MA-VA'yE1M- APPROVED: City Engineer Date FINAL QUANTITY SUMMARY FY 2016W.2ND,CEDAR, AND W. 3RD STREETS IMPROVEMENTS CITY OF WATERLOO CONTRACT NO. 912 AECOM PROJECT NO. 60509363 Single Speed Final Quantity Summar, Page 1 of 2 Printed 12/28/2017 1:40 PM DIVISION DIVISION DIVISION DIVISION DIVISION 1,3,4 DIVISION2 DIVISIONS ], 3,4 pIVISiON2 DIVISIONS 3,3,4 DIVISION2 DIVISIONS 1,3,4 DIVISION2 DIVISIONS 1,3,4 DIVISION2 DIVISIONS STREET DEVELOPER LIBRARY TOTAL STREET DEVELOPER LIBRARY TOTAL STREET DEVELOPER LIBRARY TOTAL STREET DEVELOPER LIBRARY TOTAL STREET DEVELOPER LIBRARY TOTAL IMPRVNHS IMPRVMNTS IMPRVMNTS PR IMPRVMNTS IMPRVMNTS IMPRVMNTS PROJECT IMPRVMTS IMPRVMNTS IMPRVMNTS PROIECi' IMPRVMTS IMPRVMNTS IMPRVMNTS PROJECT IMPRVMTS IMPRVMWS IMPRVMNTS PROJECT CONTRACT CONTRACT CONTRACT CONTRACT FINAL FINAL': FINAL FINAL QUANTITY QUANTITY QUAWITY QUANTITY INCREASE INCREASE INCREASE INCREASE FINAL FINAL FINAL ITEM NUMBE0. DESCRIPTION UNITS UNITPRICE QUAWDY QUANTITY QUAWITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY DIFFERENCE DIFFERENCE DIFFERENCE DIFFERENCE /DECREASE /DECREASE /DECREASE /DECREASE AMOUNT FINAL 1 CLEARING AND GRUBBING IS 2784.00 0.61 - 0.39 1.00 0.61 '- AMOUNT AMOUNT AMOUNT 2 E%LAVATION CY 31,14 203.32 225.]] - 429.09 741.53 225,]7 0.39 100 967.30 530.21 - - - 530.21 5,995.65 1,69624 - 1,085]6 2,784.00 3 TOPSOIL, FURNISH AND SPREAD CY 15.59 243.53 31.01 159.34 433.88 243.53 31.01 159.34 433.88 - 5,99565 8,260.63 2,515.08 10,775.71 4 SUBGRADE PREPARATION SY 1,11 3,219.40 908.36 4,122.76 3,214.40 908.36 - - _ _ _ - 3,796.63 48145 2,484.21 6,]64.19 'S _MODIORSLIP = _[y '79983 221.36 - i- 1,021.19 'd 815.36 '253.32 ). 4,122.76 1,068.68 15.53 3196 - I. - 3,567.98 1,008.28 - 4,5]6.26 fi _ PCCP STNO OR SLIP FORM PCC PAVEMEW, CLASS C, CLASS30URABIlITY, 61N. 5Y �__3gy52 34.08 182.21 ]00.56 - 882.n 182.21 __ __ _ - 4).49 536.10 ],303.16 _ - -� _ 1,63935 _ '20,146.23 8,744.61 - .83 ] STNO OR SLIP FORM POC PAVEMENT, CLASS C, ClA5S30URABILITY, 91N. SY 57.91 2,832.85 - - 2,012.85 664.56 046.]] (36.00) - (36.00)w (1,226.88) - (1,226.861 6,209.]2 22,640.20 _ - ____16,990 28,957.92 8 PRICE INCREASE, CHANGE 9"PCC PAVEMENTTO COLORED PAVEMENT SY 15.26 255.49 - 255.49 2,030.35 2,030.35 1].50 - - 3].50 1,013.93 - 1,013.43 163,905.5] 163,905.52 9 TEMPORARY PAVEMENT SY 34,09 261.37 - 266.23 266.23 10.74 - - 10.74 163.89 163.89 4,062.67 4,062.67 10 REMOVAL OF UGHTPOLES&FOOTINGS 5 i FA 278.40 19.00 -: - ': 26137 261.37 ' ' 261.3] - - - - _ - - - - 8,910.10 _ �It REMOVALOFSIGNS T EA _- � 89.09 2.00 -�- - �.. 9.00 - 2.00 9.00 100 _ e -- 9.80 - - - _ : - -_--. - -��- _8,910.30 2,505.60 _ - _ 2,505.68 12 REMOVALS, AS PER PLAN LS 3229.47 - - 1.00 1.00 200 - - - _ 1]5.60 - _ 1]8.18 13 MANHOLE SANITARY SEWER, SW 303, 461N. EA 3097.63 1.00 - 1.00 {Op 100 1.00 - - - _ _ 3,229.4] 3,229.4] 14 SANITARY SEWER, 8", DUCTILE IRON LF 6682 - 3500 1500 IBM 1.00 _ _ _ - - 3,597.63 - 3,897.63 115 MANHOLE,STORM SEWER, SW -0O1, 981N w ` 3452 SB 00 9 - 4 _ - 10.00 (5.00) _ - (5.00) _- (334.10] - (33410) 66520 - 660.20 Sfi MANHOLE, STORM SEWER,SW-003, 601N. ..__FA EA 36]4.91 _9 1.00 a� ` - - 5.00 1,00 5.00 1,00 d-�.._ .` .__ 5.00 _,...._ - _...�__ - -__..�. - - .-_ _ - _.. - �,.- - _____ ;],260.90 < - .� 17,260,90 17 INTAKE,SW-501 CA 4120.35 1,00 - - 1.00 1.OD 1,00 1.00 - - - - 3,674.91 - - 3,674.91 18 INTAKE, SW -501, TOP ONLY EA 1837.45 3.00 - - 3.00 3.00 4,120,35 - - 4,120.35 19 INTAKE,SW SOS EA 6.00 - 600 600 3,0 6.00 " - - - - 5,512.35 - - 5,512.35 '120 IWAKE,SW SOS,TOP ONLY EA _4565.79 2171.54 0 1�p 100 100 1 2],394.]4 - - 27,394.74 21 MANHOLE ADIUSTMENT,MINOR v EA _-_- 334,08 8.00 -�_ - B.DO _ 8.00 _ _ .00 --- _1,17159 - ;171.54 22 STORM SEWER, REINFORCED CONCRETE PIPE (RCP), 2000D (CUSS III), 251N. LF 50.11 195.00 - - 195.00 195.00 8.00 - - - 2,672.64 - - 2,6]2.64 23 STORM SEWER, REINFORCED CONCRETE PIPE (RCP), 2000D(CLSS III), 241N. IF 72.38 29.00 - - 29.00 195.00 - - 9,771,45 - - 9,771.45 24 STORM SEWER, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 42 IN. LF 15034 800 - 8.00 - (29.00) - - (29.00) (2,099.02)(2,099.02) 35 STORM SEWER GRAVITY MAIN, TRENCHEq CASTIRONe LF 5011 - 271.50 - 271.50 -_^ - (500] - - (0.00) (1,202.]2) (3,202.]2) a 26 REMOVE STORM SEWER PIPE LF 8.91 v233.00 - _ 233.00 220.00 X27150 N. _ 271.50 220.00 (13.00) - - �13A0) (115.83)-.�._� _116041 87 27 REMOVAL OF PAVEMENT SV 5.01 3,034.54 - - 3,034.54 3,034.54 " 3,034.54 _ (115.031 ;960.20 - - 1,960.20 28 REMOVAL OF INTAKES AND UTILITY ACCESSES EA 278.40 7.0 3.00 - 800 7.00 _ _ _ - 15,203.05 - - 15,203.05 29 REMOVAL OFSIDEWALK SY 5.01 97204 - 15703 1,129,817 972.04 2D0 164.31 8.00 1,136.35 - - - - - 1,948.80 278.40 - 2,22720 - 130 SIDEWALK, RC.CONCRETE,CVSSQ[tA5538UMBIlNY,SIN. :SY 33.07K 1,266.74 343 DO 3,779.04 +.1,096.28 s16{26 149.98 :- 648 6.48 - - - 3246 32.46 4,86992 -- - --_-- 823,19 5,693.31 31 SIDEWALK, P.C. CONCRETE, CLASS C, CUM 3 DURABILITY, 6 IN. SY �_ 32.30 103.23 T_2,369.30 14.26 �. _-y,_,,, 1,509.03 (1]0.46) (2,]06.04) �• 6.48 ��;2]0.02) (5,296.30) (65,434.66) 20133 (]0,529.fi3) ..:34,061.31 .,:.8,179.49 4,649.39 -.11 06,885.14 32 SIDEWALK, COLORED P.C. CONCRETE, CV55 C, CLASS DURAeILITY,S IN. SY 35.91 598.49 - - - 117.49 596.49 103.23 598.49 144fi 11].49 _ _ _ _ - 3,334.33 460.60 - 3,794.93 33 SIDEWALK, COLORED P.C. CONCRETE, CLASS C, CLASS DURABILITY, 61N. SY 43.49 49.90 - - 49,90 49.90 ,' 598.49 - - _ _ _ 21,491,78 23,494.98 34 CONCRETE STEPS, P.C. CONCRETE, CLASS C, CLASS 3 DURABILITY SF 93.91 - 100.20 - 10820 10IL20 49.90 _ _ _ _ - - 2,170.15 - - 2,170.35 35 HANORAIL,STAINLE55 STEF1;1251N. DIA. W '103.15 -- ]2.00 72.00 ': °3025 " 108.20 - - - 30,361.06 - 30,363.06 36 CURB&GUTTER, 6IN. P.C. CONCRETE, CIA55 C, CLASS DURABILTIY, 3.0 ff. IF 33.07 286.49 - - 286.49 286.49 30.25 - (3375) - t(33-751 - (3,983.31) - (3,481,331 - 394549 - 3945. 9 37 ORIVEWAY,P.QCONCRETE, []ASS C, CIA553 DUPABILITY,e IN. SY 46.]7 136.81 207.80 - 394.61 136.81 20180 286.49 0.00 - - 0.00 0.11 - - 0.31 9,474.22 9,4]422 38 REMOVAL OF PAVED DRIVEWAY SY 5.01 - 583.07 58307 583,07 344.61 583.07 - - - _ - - 6,399.60 9,710.81 - 16,117.41 89 SAFETY CLOSURE EA 8352 12.00 - - 1200 1000 I 10.00 (200) (2.00) _ (16].04) _ - _ - - 2,921.18 - 2,921.38 AO .__.._ LIGHTING POLES : :: .�.v i1 FA _�.__ 3897.63 36.00 2.00 _...-._ _�....2.00 :: 20.00 16.00 i- 200 2.00 20.00 '_. - (I6J 04) 835.20 - 83520 41 ELECTRICALCIRNITS LF 11.14 1,190.00 - - -______ 1,190.00 1,425.00 _,.. = _-,- _-a 1,425.00 235.00 �..__� ._...�..�_ . -. __-_ _,._._._,�_.62,362.08 _ ].79526 7495.16 ]],95160 42 HANDHOLFSANpJUNCTION BOXES EA 779.53 2.00 - - 2.00 3.00 - - 235.00 2,63].90 - - 2,617.90 35,074.50 15,8]4.50 43 LIGHTING CONTROL CABINET EA 6681.64 1.00 - - 1.00 1.00 3.00 1.00 - - 3.00 6]9.53 ]]9.53 2,338.59 2,335.59 94 REMOVE AND REINSTALL SIGN, AS PER PLAN EA 220.72 400 - - 000 4.00 1.00 - _ - - 6,691.64 - - 6,681,64 45 _. PAINTEq PpVEMEW MARKING, .OR 50LVEW-BASED STA - 46.]7 .. 11.56 1859 `, 7.93 1 -_-5,04 4.00 882.88 - 882.80 46 WATERBORNE PAINTEDSYMBOISANDLEGENDS, WATERBORNE OR SOLVENT -BASED EA i 94.55 - _6.03 2.00 �_ - 2.00 _ 200 _ 12.97 (4.63)V (0.99) ' _]5.62 _ (216.55) (46.30) -_ (262.85) _ 3]0.89 . _" .::235.]2 -T 606.61 47 TRAFFIC CONTROL IS 5540.21 1.00 - - 1.00 1,00 2,00 1.00 - - _ _ _ 89.10-� . - _ 89.10 48 MOBILUrATIBN IS 38384.15 OAS 0.35 - 1.00 0.8500 0.1500 1.00 - 5,540.21 - 5,540.21 49 DETECTABLE WARNINGS SF 31.18 2]600 3000 28600 28000 Idoo 290.00 4A0 - - 32,626.53 5,]5].62 - 38,384.15 50 BRICK PAVERS : < : SF ". 9.30 1,59],10 - '. - 3,597.10 3,597.10 : F 1,59].10 - - 4.00 124.72 - - 12472 8,730.90 31180 - 9,042.20 51 PLANTER BOX � LL CY 1214.69 _ 8.7] --- - �- (0.00) - -: - _^ x000) _ (0.04) . (0.04) 14,853.03 <= - 19,853.03 52 PERIMETER AND SLOPE SEDIMENTCOWROL DEVICE, 121N. DIA. tF 3.73 900.00 - 100.00 8.77 1,000.00 8.77 320.00 - 8.7] - - - - - - - 14,03.03 �4 - 10,652.03 53 REMOVE PERIMETER AND SLOPE SEOIMENTCONT0.0L DEVICE, 121N. DIA. LF 0.69 900.00 - 100.00 1,000.00 320.00 (580.00) - (100.00) (660.00) (2,163.40) - (3]3.00) (2,536.401 1,193.60 - - 1,193.60 54 INTAKE PROTECTION EA 83.97 3500 320.00 320.00 (500.00) - (100.00) (680.00) (400.20) - (69.00) (469.201 220.80 - - 220.80 35 REMOVALOfINTAKE PROTECTION ;. EA 2227 3500 - - 1500 Ism 15.00 ,. 15.00 .lam__.__. 15.00 - : - - - 3,259.55 -_ 1,259,55 Sfi SHAOETREES EA 61].65 4.00 - 1.00 5.00 6.00 I5.G0 6.00 - 2.00 - - - (1.001 ___. 1,00 __._�-_-' 1,235.30 1339.05 _- - -. _ 339.05 SJ UNDEftSTORYTREfS EA 417.22 - - 10.00 10.00 10.00 - (61].65) 61].65 3,705.90 3,705.90 58 SHRUBS EA 7005 34.00 - 81.013 115.00 3400 81.00 LORD 115.00 - - 4,172.20 4,172.20 59 PERENNIALS EA 15.66 207.00 - - 20700 12600 126.00 (81.00) - - (81.00) - (1,511.46) - - - - 2,381.70 - 5,6]4.05 B4OSS.JS 160 GRASSES > 4_ FA ,24.11 :- ]6.00 - _ 7000 :18100 : ]81.00 - 10500 -105.00 (1,511.461 2,351.16 2,351.16 61 356.00 ;986.00 4,468.00 - - - -:__ __._ - 2,531.55 - 2,53155 '� - 4,363.91 - _ 4,363.91 WASHED RIVER ROCK MULCH SF 0.86 2,126.00 356,00 1,986.M 4,468.00 2,126.00 62 STEEL EDGING LF 994 35.00 - - 35.00 38.00 - - _ - 1,820.36 306.16 1,707.96 3,842.48 63 BED PREP &FABRIC Sf 0.60 2,126.00 356.00 1,986.00 4,468.00 2,126.00 356.00 1,986.00 38.00 4,468.00 3.00 - - 3.00 29.52 - - 29.52 323.92 - - 363.92 64 COMPOST CY 5345 30.00 23.00 2500 ]6.00 53.00 23.00 35.00 111.00 23.00 1,275.60 213.60 1,191.60 2,680.80 65 500 r _.. SY _ 10.41 _. '523.00 _ 523.00 9N.00 _- 10.00 33.00 1,229.35 .. - 534.50 3,]63.85 - 2,032.85 _.. 1,229.35 1,870.75 5,932.95 _ LITTER RECEPTACLE ._ EA 1]12.72 - y _u_ 1.00 y.. Y', .__. _. 9]3.00 _ 450.OD I:� 450.00 4,684,50 _ F - `_ : 4.684.50 10,128.93 10,128.93 67 BIKE BACK66 FA 329.63 6.00 - 20.00 - 1.00 26.00 600 20.00 1.00 1.00 26.00 - - - . - - - - ate- _._ 1,]32]2 1432.72 _ _ _ - 1,9]7.]8 6,592.60 - 8,570.38 TOTALS_x1,237.44 1, (66,080.44) (291.36) -,1(61,942371 `596,345.77 116,130.47 36,391,41 748,80.64 Single Speed Final Quantity Summar, Page 1 of 2 Printed 12/28/2017 1:40 PM FINAL QUANTITY SUMMARY FY 2016W. 2ND,CEDAR, AND W. 3RD STREETS IMPROVEMENTS CIT/ OF WATERLOO CONTRACT NO. 912 AECOM PROJECT NO. 60509363 DIVISION 1,3,4 DIVISION DIVISIONS STREET DEVELOPER LIBRARY TOTAL IMPRVMTS IMPRVMNTS IMPRVMNTS PROJECT Pay Estimate #1 $ 3,337.55 $ 546.97 $ - $ 3,084.52 Pay Estimate g2 $ 9,606.56 $ - $ - $ 9,606.56 Pay Estimate g3 $ 30,122.91 $ 1,934.14 $ - $ 32,057.05 Pay Estimate 44 $ 10,749.14 $ 2,856.27 $ - $ 13,605.41 Pay Estimate g5 $ 53,078.14 $ 1,367.43 $ - $ 54,445.57 Pay Estimate 46 $ 88,706.20 $ 16,530.62 $ - $105,236.02 Pay Estimate 87 $ 96,506.31 $ 14,387.57 $ - $110,893.08 Pay Estimate g8 $ 108,794.35 $ 9,115.05 $ - $ 117,909.40 Pay Estimate 89 $ 92,383.83 $ 44079.32 $ 1,034.42 $137,497.57 Pay Estimate 810 $ 84,172.06 $ 16,794.12 $ 4,622.09 $105,588.27 Pay Estimate #11 $ 28,749.45 $ 10,011.18 $ - $ 38,759.63 Pay Estimate 812 $ 849.92 $ - $ 28,915.33 $ 29,765.25 Pay Estimate 813 $ 43,377.31 $ - $ - $ 43,377.31 Pay Estimate #14 $ 8,160.06 $ - $ - $ 8,160.06 Pay Estimate 815 $ 34,662.78 $ 5,912.27 $ 1,819.57 $ 42,394.62 TOTAL ALL PAYMENTS $ 693,255.52 $123,534.94 $ 36,391.41 $ 853,181.92 DIVISION 1, 3, 4 STREET IMPRVMTS Original Contract Amount $591,108.33 Change Order8l $ 9,444.01 Change Order 42 $ 8,625.00 Change Order 83 $ 10,087.36 Change Order k4 $ 18,597.12 Change Order 85 $ 4,266.50 Change Order g6 $ 48,903.18 Increase/Decrease Change Order $ 2,224.07 Final Contract Amount $693,255.57 Single Speed Final Quantity Summary Page 2 of 2 DIVISION DIVISION DEVELOPER LIBRARY TOTAL DIVISION 1,3,4 STREET IMPRVMTS DIVISION2 DEVELOPER IMPRVMNTS DIVISION LIBRARY IMPRVMNTS TOTAL PROJECT DIVISION 1,3,4 STREET IMPRVMTS DIVISION2, DEVELOPER IMPRVMNTS DIVISION LIBRARY IMPRVMNTS TOTAL PROJECT DIVISION 1,3,4 STREET IMPRVMTS DIVISION DEVELOPER IMPRVMNTS DIVISIONS LIBRARY IMPRVMNES TOTAL PROJECT DIVISION 1,3,4 STREET IMPRVMT5 DIVISION DEVELOPER IMPRVMNTS DIVISIONS LIBRARY IMPRVMNTS TOTAL PROJECT DIVISION 1,3,4 STREET IMPRVMTS DIVISION DEVELOPER IMPRVMNTS DIVISIONS LIBRARY IMPRVMNTS TOTAL PROJECT Comma COMPACT CONTRACT CONTRACT FINAL FINAL FINAL FINAL QUANTITY QUANTITY QUANTITY QUANTITY INCREASE INCREASE INCREASE INCREASE FINAL FINAL FINAL FINAL ITEM NUMBER DESCRIPTION UNITS UNITPRICE QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY DIFFERENCE DIFFERENCE DIFFERENCE DIFFERENCE /DECREASE /DECREASE /DECREASE /DECREASE AMOUNT AMOUNT AMOUNT AMOUNT CHANGEORDERS 1-1 Ncavate, maintain and dispose ofimpected soil IS 5201.65 1.00 SAO 1.00 1.00 - 1-2 Construct dadjoint In colored pavement LF 5.75 600.00 600.00 600.00 600.00 - - _ _ _ - 5,201.65 - - 5,201.65 1-3 Grind Curb Ter Sidewalk Ramp IS 792.36 1.00 3.00 1.00 1.00 - _ _ - - 3,450.00 - - 3,450.00 2-1 Sprinkler Main Valve Replacement @ 3rd Street S 7404.47 1.00 1.00 1.00 1.00 - - - - _ - - - 792.36 - - 792.36 2.2 Provide Transformer for Street Lighting IS 8625.00 1.00 1.00 1.00 1,00 - - - _ _ - - 7,404.47 - 7,404.47 3-1 Tree Removal on 3rd Street IS 2484.00 1.00 IN 1.00 1.00 - - _ _ - 8,625.00 - - 8,625.00 3-2 Furnish and Install New Standard Castings EA 576.78 6.00 6.00 5.00 5.00 - (1.00) - - - - - (1.00) (576.78) _ - - - (575.78) 2,484.00 2,083.90 - - 2,404.00 3-3 Furnish and Install New 3 -Piece Castings EA 891.92 4.00 4,00 3.00 3.00 (1.00) - - (1.007 (891.92) - - (893.92) 2,675.76 - - 2,803.90 34 Furnish and place sand to abandon pit IS 575.00 1.00 1.00 1.00 1.00 - - 2,675.76 4-1 Added Reinforcing at Garage Door LS 2650.75 1.00 1.00 1.00 1.00 - - - - _ - 575.90 - - 575.00 42 Additional Electrical Work LS 3622.50 1.00 1.00 100 1.00 - - _ _ - - 2,650.75 - - 2,650.75 4-3 Add Concrete Wali at 3rd and Cedar IS 1400.00 1.00 1.00 1.00 1.00 - - - _ _ _ - - 3,622.50 - - 3,622.50 4-0 HMAOn Cedar Street near 3rd Street LS 736.00 1.00 1.00 1.00 1.00 - - - _ - - 1,480.00 - - 1,480.00 4-5 Raise Existing Loading Dock Mud Sump Covers ITS 3391.35 1.00 1.00 1.00 1.00 - _ - - - 736.00 - - 736.00 4-6 Sanitary Sewer Kill IS 711.01 1.00 1.00 1.00 1.00 - - _ _ _ 3,391.35 - - 3,391.35 4-7 Repair Water Service IS 1411.50 1.00 1.00 1.00 1.00 - - - - - - - - - - - - - - 711.01 1,411.50 - - - - 711.01 1,411.58 4-8 Revised Storm Sewer Manholes IS 4248.93 1.00 1.00 1.00 1.00 - - _ 4-9 Steel Sign Posts LS 345.00 1.00 1.00 1.00 1.00 - - 4,248.93 - - 4,240.93 5.1 Add Tae Kick to Hand Railing IS 4266.50 1.00 1.00 1.00 1.00 - _ _ _ _ - - 345.00 - - 345.00 64 (5) MODIFIED SUBBASE CY 37.44 88.30 80.30 61.00 61.00 - (27.30) - - - - - (27,30) _ (1,022.11) - - - - (1,022.11) 4,266.50 2,283.84 - - - - 4,266.50 2,283.84 6.2 (6) SIND OR SLIP FORM PCCPAVEMENT, CLASS C, CLASS 3 DURABILITY, 61N. SY 36.95 43.70 43.70 26.10 26.10 (17.60) - - (17.60) (650.32) - - (650.32) 964.40 - - 964.40 6-3 (7) STND OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 91N. SY 62.79 301.30 301.30 292.10 292.10 (9.20) - - (9.20) (577.67) - - 18,340.96 6-4 (10) REMOVAL OF LIGHT POLES& FOOTINGS (Modified to Remove/Reinstall) EA 3056.70 1.00 1.00 1.00 SAO (577.67) - - 18,340,96 6-5 (201 INTAKE, SW -603, TOP ONLY EA 235463 1.00 1.00 1.00 1.00 - - - _ _ - - 3,056.70 - - 3,056.70 6-6 (27) REMOVAL OF PAVEMENT SY 8.60 481.60 481.60 453.30 453.30 - (28.30) - - _ (28.30) (243.30) _ - - - (243.38) 2,354.63 3,898.38 - - - - 2,354.63 3,898.30 6.7 (30) SIDEWALK, P.C.CONCRETE, CLASS C, CLASS 3 DUMBNTY, 51N. SY 33.70 29.70 29.70 29.70 29.70 - - _ _ 6-8 (41) ELECTRICAL CIRCUITS (Modified to Each Price) EA 2300.0 1.00 1.00 1.00 1.00 _ _ - 1,000.89 - - 1,000.89 6.9 (42) HANDHOLES AND JUNCTION BOXES EA 862.50 1,00 1.00 1.00 1.00 - - - - _ - 2,300.00 - - 2,300.00 6.10 (45) PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 50.72 6.00 6.00 0.00 - - (6.00) - - - - - (6.00) - (304.32) - - - (304.32) 862.50 - - - 862.50 6-11 (46) PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EA 48.30 2.00 2.00 0.00 - (2.00) - - (200) (96.60) - - (96.60) - - - 6.12 147)TRAFFICCONTROL IS 1150.00 1.00 1.00 Loo 1.00 - _ _ _ - - 1,150.00 - - 1,150.00 6-13 (49) MOBILIZATION IS 5232.50 1.00 1.00 1.00 Too - - _ 6-14 (49) DETECTABLE WARNINGS SF 33.81 14.00 14.00 12.00 12.00 (2.00) - - (2.00) (67.62) - - - - (67.62) 5,232.50 405.72 - - 5,232.50 6-15 (52) PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121N. DIA. LF 4.05 MAN 250.00 40.00 40.00 (210.00) - - (210.00) (850.50) - - (850.50) 162.00 - - 405.72 6-16 (53)REMOVE PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121N. DIA. LF 0.76 250.00 250.00 40.00 40.00 (210.00) - - (210.00) (159.60) - - 162.00 6-17 (54) INTAKE PROTECTION EA 91.05 4.00 4.00 2.00 2.00 (2.00) - - (2.00) (182.10) - - - - (159.60) (182.10) 30.40 182.10 - - - - 30.40 182.10 6-18 (55) REMOVAL OF INTAKE PROTECTION EA 24.15 4.00 4.00 2.00 2.00 (2.00) - - (2.00) (48.30) - - (48.30) 48.30 - 48.30 6-19 165)SOD SY 11.29 215.00 215.00 450.42 450.42 235.42 - - 235.42 2,657.84 - - 2,657,84 5,085.19 - - - 5,085.19 TOTAL iNCREASEIDECREASE 2,224.07 (66,808.03) (291.36) .(64,955.721 (693,255.57 1]3,534.94 36,391A2 853,38192 DIVISION 1,3,4 DIVISION DIVISIONS STREET DEVELOPER LIBRARY TOTAL IMPRVMTS IMPRVMNTS IMPRVMNTS PROJECT Pay Estimate #1 $ 3,337.55 $ 546.97 $ - $ 3,084.52 Pay Estimate g2 $ 9,606.56 $ - $ - $ 9,606.56 Pay Estimate g3 $ 30,122.91 $ 1,934.14 $ - $ 32,057.05 Pay Estimate 44 $ 10,749.14 $ 2,856.27 $ - $ 13,605.41 Pay Estimate g5 $ 53,078.14 $ 1,367.43 $ - $ 54,445.57 Pay Estimate 46 $ 88,706.20 $ 16,530.62 $ - $105,236.02 Pay Estimate 87 $ 96,506.31 $ 14,387.57 $ - $110,893.08 Pay Estimate g8 $ 108,794.35 $ 9,115.05 $ - $ 117,909.40 Pay Estimate 89 $ 92,383.83 $ 44079.32 $ 1,034.42 $137,497.57 Pay Estimate 810 $ 84,172.06 $ 16,794.12 $ 4,622.09 $105,588.27 Pay Estimate #11 $ 28,749.45 $ 10,011.18 $ - $ 38,759.63 Pay Estimate 812 $ 849.92 $ - $ 28,915.33 $ 29,765.25 Pay Estimate 813 $ 43,377.31 $ - $ - $ 43,377.31 Pay Estimate #14 $ 8,160.06 $ - $ - $ 8,160.06 Pay Estimate 815 $ 34,662.78 $ 5,912.27 $ 1,819.57 $ 42,394.62 TOTAL ALL PAYMENTS $ 693,255.52 $123,534.94 $ 36,391.41 $ 853,181.92 DIVISION 1, 3, 4 STREET IMPRVMTS Original Contract Amount $591,108.33 Change Order8l $ 9,444.01 Change Order 42 $ 8,625.00 Change Order 83 $ 10,087.36 Change Order k4 $ 18,597.12 Change Order 85 $ 4,266.50 Change Order g6 $ 48,903.18 Increase/Decrease Change Order $ 2,224.07 Final Contract Amount $693,255.57 Single Speed Final Quantity Summary Page 2 of 2 DIVISION DIVISION DEVELOPER LIBRARY TOTAL IMPRVMNTS IMPRVMNTS PROJECT $ 183,018.90 $ 36,602.77 $ 810,810.00 $ 9,444.01 $ 7,404.47 $ 16,029.47 $ 10,087.36 $ 18,597.12 $ 4,266.50 $ 48,903.18 $ (66,880.43) $ (291361 $ (64,955.72) $ 123,534.94 $ 36,391.41 $ 853,181.92 Printed 12/28/2017 LAB PM