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HomeMy WebLinkAboutAspro Final Quantity Summary - FY20 Street Reconstruction, Cont No. 993 02.01.2021 CITY OF WATERLOO, IOWA FINAL QUANTITY SUMMARY PROJECT: F.Y. 2020 STREET RECONSTRUCTION PROGRAM CONTRACT NO, 993 Date Prepared,.,_January 12, 2021 ,AMOUNT: 197,882.10 DECREASE TO: ASPRO_INC. , Contractor You are hereby ordered to . perform the following extra work on your contract dated April 6 2020. A. Description of extra worts to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering extra work: As-built quantities varied for some bid items C. Settlement for cost of extra work to be made as follows, Compensation already made to contractor through bid items. I Seep attached summary. i J TOTAL DECREASE $97,882.14 BY: H'4 2/1/2021 ASPRO, INC. Mayor Date CONTRA TO ,4 Date ATTEST: �1, � Kelle �elchle �� 2/1/2021 TITLE: Y City Clerk Date APPROVED: 3 a/ ity Engineer at FINAL QTY. SUMMARY Cont #993 Sheet 1 of I FY2020STREETRECONSTRUCNONPROGRAM CONTRACT NO. 993 FINAL QUANTITY SUMMARY RO PLAN TOTAL DIVISION I DESCRIPTION ASPINCREASE/ INCREASE/ BID ITEM DECREASE DECREASE UNIT UNITS 4!V QTY CITY AMOUNT DIVISION 2 - EARTHWORK 1 CLEARING AND GRUBBING UNITS $80.00 200.0 200.00 000 $0.00 2 TOPSOIL, 4 INCHES, ON OR OFF SITE SY $10.30 71112.0 51270.00 (11842.00) ($187972.60) 3 SUBGRADE TREATMENT, WOVEN GEOTEXNLE ORGEOGRID SY $4.50 21,345.0 15,716.40 (51628.60) ($251328.70) 4 SUBBASE, MODIFIED TON $26.25 17,944.0 19,137.48 1,19398 $31,32885 5 CLASS IO, SPECIAL SUBGRADE MATERIAL CY $50.00 450.0 0.00 (45000) ($22,500.00) DIVISION I - SUBTOTAL BASE RID EARTHWORK ($35,472.45) DrvISION 4 WERS SND BRAIDS - ANITARY 6 SANITARY SEW ER GRAVITY MAIN, TRENCHED, TRUSS, 121NCH LF $140.00 161.0(1 17400 1300 $1,820.00 _ _ - ] SANITARARVSEWER GRAVITY MAIN, TRENCHED, TRUSS, l01NCH LF $90.00 11071.00 11073.10 2.10 $189.00 8 SANITARY SEWER GRAVITY MAIN, TRENCHED, TRUSS, B INCH IF $8890 11228.00 1,37200 14400 _ 12,801.60 9 SANITARY SEWER SERVICE STUB/RENEW, SDR 23.51 61NCH LF $]3.00 17755.00 1,75250 (2.50) ($18iso) 10 SANITARY SEWER ABANDONMENT, FILLAND PLUG, l01NCH LF $25.00 377.00 76.00 (301.00) ($7,525.00) 11 ISANITARY SEWER ABANDONMENT, FILLAND PLUG, B INCH LF $28.00 120.00 182.00 62.00 $1,736.00 12 SANITARY SEWER SERVICE, TRACE EACH $40000 3.00 600 3.00 $1,200.00 _._ _ _ - 13 SANITARY SEWER SERVICE, DYE TEST INVESTIGATION EACH ,$15000 10.00 11.00 1.00 $150.00 14 SANITARY SEWER SERVICE, UNDERGROUND INVESTIGATION EACH $1,00000 6.00 1.00 (5.00) ($5,000.00) 3001 SANITARY SEWER SERVED E - 72 FRANKLIN STREET LS $19,30(1.00 1.00 1.00 000 $0.00 _ 4001 STREET RESTORATION - 72 FRAN KLINSTREET L5 $3,000.00 1.00 1.00 0.00 $0.00 DIVISION 6 - STRUCTURES FOR SANITARY SEWERS 15 MANHOLE, SW-301, 48" EACH $5,500.00 16.00 16.00 0.00 $0.00 16 REMOVE MANHOLE, SANITARY EACH $80000 7.00 8.00 1.00 $800.00 17 REMOVE MANHOLE, TOP SECTIONS AND FILL BASESECTION EACH I $3,500.00 2.001 2.001 0.00 $0.000 IS FURNISH AND INSTALLSW-602 TYPE ACASTING EACH $10000.00 3.001_ 0.00 (3.00) ($3,000.00) CON2-A INSTALL NEW CONESECTION (MAJOR ADJUSTMENT) EACH $3,630.00 1.00 1.00 0.00 $0.00 _ _.-_ _. .. _._0 CO112-B CORE DRILL SANfTARY MANHOLE FOR PIPE CONNECTION EACH $1,650.00 1.00 1.00' 000 $0.00 DIVISION I - SUBTOTAL BASE BID SANITARY SEWER $2,989.10 IDIVISION 4 SEWERS AND DRAINS - STOFM - - - -- 19 ISTORM SEWER, TRENCHED, RCP 20000, 33 INCH 1F $175.00 6.00 6.00 0.001 $0.00 20 STORM SEWER, TRENCHED, RCP 20000, IS INCH LF $6500 878.00 863.00 _ (15.00) ($975.0_0) 1.5 21 STORM SEWER, TRENCHED, RCP WOOD, 15 INCH LF $60.00 855.00 810 (4350) ($2,610.00) 22 STORM SEWER, TRENCHED, RCP 20000, 121 NCH LF $55.00 562.00 _ 532.00 (30.00) ($1,650.00) 23 STORM SEWER, TRENCHED, HDPE TYPE SP, 12 INCH LF S55.001 880.00 890.00 10.00 $550.00 24 REMOVALOFSTORMSEWER, RCP, LESSTHAN OREQUALT036INCH LF $18.00 802.00 506.00 (29600) 1$5,328.00) 25 SUBDRAIN, TYPESP, 6 INCH LF $1200 11,961.001 11,974.00 13.00 $156.00 26 SUBDRAIN, TYPE SP, 4IRICH LF $1500 150.00 0.00 (150.00) ($2,250.00) 27 SUBDRAIN OUTLETS, CAP, 6INCH EACH $350.001 58.001 52.00 (600) ($2,100.00) 28 STORM SEWER SERVICE STUB, TYPE S, 4INCH OF $1200 746.001 81300 6700 $804.00 VISION STRUCTURES FOR STORK SEWERS 29 MANHOLE, SW401, 48' EACH $4,600.00 9.001 9.00 0.001 $0.00 30 MANHOLE, SW-401, 60" EACH $6,700001.00 1.00 0.00 $0.00 31 MANHOLE SW 402 EACH $5,400.00 1.00 1.00 000 $0.00 32 INTAKE, SW-501, SINGLE GRATE EACH $4,900.00 18.00 21.00 3.00 $14,700.00 33 INTAKE, SW-504, SINGLE GRATE W/ FLUSH TOP MANHOLE EACH $7,700 (10 5.00 3.00 (2.00) ($151400.00) 34 INTAKE, SW--505,-DOUBLE GRATE EACH $6,000.00 3.00 4.00 100 $6,000.00 35 INTAKE, SW-506, DOUBLE GRATE W/ MANROLE EACH $81500.00 1.00 1.00 0.00 $0.00 36 CONNECTION TO EXISTING STRUCTURE, PIPE I EACH $10500.00 1.00 1.000.00 $0.00 37 CONNECTIONTOEXISTING INTAKE, DRAINTILE EACH $650.00 11.00 1500 4.00 $2,600.00 38 _ REMOVE MANHOLE OR INTAKE, STORM EACH $6_00.00 17.00 17.00 0.00 $0.00 39 INTAKE, SW-507, REMOVE AND REPLACE SPECIAL SHAPING AND TOP EACH $3,000.00 1.00 0.00 (1.00) ($3,000.00) _ 40 INTAKE, EIf/SW-SOI, REMOVE AND REPLACE BOXOUTEACH $1,600.00 5.00 5.00 0.00 $0.00 41 INTAKE, E2-C/SW-505, REMOVE AND REPLACE BOXOUT EACH $2,500.00 3.00 3.00 0.00 $0.00 - 1_ . - 42 FURNISH AND INSTALL SW-602 TYPE CASTING EACH $1,800.00 1.00 1.00 0.00 $0.00 43 FURNISH AND INSTALL SW603TYPE ACASTING EACH $1,800.00 3.00 0.00 (3.00) ($5,400.00) DIVISIONI - SUBTOTAL BASE BID STORM SEWER $13,903.00 ' 1 OF C:\Users\DENNIS-G\AppData\Local\Microsoft\Windows\lNetCache\Content.Outlook\3UTFOLRI\993-FINAL QTY SUMMARY.xlsx 4:47 PM 1/12/2021 DIVISION DESCRIPTION ASPRO PLAN TOTAL INCREASE/ INCREASE/ BID ITEM DECREASE DECREASE _. -IVIS__ _ ISISVISI_- IEEE . IEEE . - UNIT UNIT $ QTY QTV QTV AMOUNT . IVIS_ .ISIS -. IEEE _. DIVISION 5 - WATER MAINS TND APPURTENANCES 44 WATER SERVICE PIPE, COPPER, 3/4 INCH LF $6500 399.50 263.00 (136.50) ($8,872.50) 45 WATER SERVICE CORPORATION, 3/4 INCH EACH $20000 17.00 2.00 (15.00) ($3,000.00) .. . ._5OO..-_ 46 WATER SERVICE CURB STOP, 3/41NCH EACH $125.00 17.00 5.00 (12.00) ($1,SOO.OD) __47 WATER SERVICE CURB BOX, 3/4 INCH EACH $125.00 _17.00 5.00 (12.00) ($1,500.00) 48 CONVERT WATER VALVE MANHOLE TO ROADBOX EACH $70000 4.00 8.OD 4.00 $2,800.00 - . _ 49 WATER SERVICE TAP, 3/4 OR 1 INCH EACH $500.00 4.00 1.00 (3.00] ($1,5OO.OD) 50 WATER SERVICE KILL _ EACH $500.00 _2.00 2.00 0.00 $0.00 51 LOWER WATER SERVICE, 3/4't OR 1" EACH $1,000.00 2.00 7.00 5.00 $5,000.0 ) __ ISIS ISIS __ ISIS.. .. IVIG_ 52 IWATERSERVICE, UNDERGROUND INVESTIGATION EACH $1,0011.00 2.00 11.00 9.00 $9,000.00 ISIS 53 INSULATE EXISTING COPPER WATER SERVICE EACH $500.00 2.00 100 (100) . . __ ($500.00) ISIS. _ __ - 5001 RENEW WATER SERVICE, I INCH, COMPLETE LS _ $2,640.00 1.00 5.00 000 $0110 DIVISION I - SUBTOTAL BASE BID WATER APPURTENANCES ($72.50) __ .. VI DZVISION ] STREETS RELATED WORK PCC PAVEMENT - _- -_- 54 REMOVE AND REPLACE 21T IT C-4 SV $17900 2].00 27.00 000 ' $0.00 VISI IEEE_ ISIS 53 REMOVE AND REPLACE 6" PCC M-4 SY $12500 101.00 114.]0 13 ]0 $1,712.50 SISI. . - _... __. SIDEWALK SHARED USE HS AND DRIVEWAYS 56 REM IEEE. __ M - .._ RISS _ OVAL OF SIDEWALK AND DRIVEWAY K, MANSY $6.00 2,700.00 2,562.30 (13].]0) ($826.20) __.. _-- - - 57 REMOVAL OF SIDEWALISLELLEOUS SY $15.00 101.00 207.001 106.00 $1,590.00 58 SIDEWALK, PCC C-4, 41NCH, C-4 SV $46 /5 489.00 566.00 77.00 $3,599.75 IEEE__- -- __. SISI__- 59 SIDEWALK POC L 4, 6INCH PEDESTIAN RAMP, C-4 SY $49.00 191.00 195.80 4.80 $235.20 _.. 60 SIDEWALK, PCC C-41 CLASS ATHICKENED EDGE LF $50.00 11.00 16.90 5.90 $295.00 - SSSS_- - 61 DETECTABLE WARNING SF $4200 272.00 258.011 (14.00) ($588.00) SISI 62 DRIVEWAY ANO SIDEWALK, PAVED, PCC, 6INCH, C-4 SY $49.00 501.00 57140 ]0.40 $3,449.611 SISIVI - - - __..-__ 63 DRIVEWAY AND SIDEWALK, PAVED, DOE, SINCH, C-4 SY $48.75 1,588.00 1,737.30 149.30 $],2]8.38 _._-. _. ....___. - . _1____ __- 1001 RETAINING WALL - 11] ELSTON AVENUE IS $3,27250 .00 1.011 0.00 $0.00 AVEMENT REHABILITATION SISI SSSS IVIS__. P 64 PAVEMENT REMOVAL, CONCRETE SY - $5.75 20,425.60 20,425.601 0.00 $0.00 _ _ 65 PAVEMENT REMOVAL, ASPHALT SY $480 2,665.00 2,665.00 0.00 $0.00 SSSS. DIVISION I - SUBTOTAL STREETS AND RELATED WORK $161746.23 DIVISION e - . ........___ FIC CONTROL TEMPORINIY TRAFFIC CONTROL 66 TEMPORARY7MfFlC CONTROL L5 $29,500.00 1.00 1.00 0.00 $0.00 ISIS__ _IEEE - _ ..... _- 6] DIRECTIONAL SIGNS, PER DETAILS EACH $125.00 8.00 8.001 0.00 $0.00 DIVISIONI - SUBTOTAL PAVEMENT MARKINGS AND TRAFFIC CONTROL $0.00 DIVISION 9 - SITE WORK AND LANDSCAPING - SEEDING - 68 HYDRAULIC SEEDI NG, SEEDING, FERAL LIZING AN D MULCH ING SY $3.45 9,]96.00 7,13SKE00 (11906.00) ($6,575.70) 69 WARRANTY 11 SY $3.25 2,765.00 1,101.30 (1,663.70) ($5,407.03) ROSION AND SEDIMENT CONTROL 70 TEMPORARY RECP WOOD EXCELSIOR MAT, TYPE 26 SY $570 805.00 101.40 (703.60) ($4,010.52) 71 WATTLE, STRAW, 6INCH LF $7.50 300.00 000 (300.00) ($2,250.00) . ...__. - 72 WATTLE, REMOVAL LF _ $1.30 300.00 0.00 (300.00) ($390.00) 73 EROSION CONTROL M DOCTRINE, HYDROMULCHI NG SY $3.25 6,076.00 2,247.40 (3,828.60) ($12,442.95) - __..._............. IEEE__- 74 I N LET PROTECTION DEVICE, INTERM EDIATE AND DROP IN _ EACH $485.00 38.00 25.00 (13.00) . ($6,305.00) SISI _...__. 75 INLET PROTECTION DEVICE, MAINTENANCE EACH $100.00 38.00 0.00 (38.00) ($3,800.00) _DEAL_ ITE M __..._- DIVISION I - SUBTOTAL SITE WORK AND LANDSCAPING ($41,181.20) DIVISION 11 - MISCELLANEOUS CONSTRUCTION SURVEY 76 CONSTRUCTION SURVEY LS $36,000.00 1.00 1.001 0.00 $0.00 77 SAW CUT LF $7.50 11222.0011030.00 (172.00) ($1,290.00) ISIS_ .__.. DIVISION I - TOTAL BASE 810 � $72,183.82 20F3 C:\Users\DENNIS-G\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\3UTFOLRI\993-FINALQWSUMMARY.xlsx 4:47 PM 1/12/2021 DIVISION INCREASE/ INCREASE/ DESCRIPTION ASPRO PLAN TOTAL BID ITEM DEGREASE DECREASE UNIT , UNIT $ QTY QTY CITY AMOUNT DIVISION ] - STREETS AND RELATED WORK ALTER3aA _ pyo lA PAVEMENT, HMA 1.5", STANDARD TRAFFIC(ST) SURFACE, 1/2" MI%, PG 58- 285, 175% CC, NO FRICTION READ. SV $10.30 20,213.00 20,213.00 0.00 $0.00 2A PAVEMENT, HMA, 1.5", STANDA0.0 TRAFFIC(ST) INTERMEDIATE, 1/2" MIX, PG 58-28S, 60% CR. SY $10.00 14,513.00 14,513.00 0.00 $0.00 3A PAVEMENT HMA, 3", STANDARD TRAFFIC(ST) INTERMEDIATE, 1/Z" MIX, PG 58-28S, 60% CR SY $18.85 5,]00.00 5,700.00 0.00 $0.00 4A PAVEMENT, LIMA, BASE, 3/4" MA, 3", STANDARD TRAFHQST) MIX, PG 58-28S, 60% CR. SY $18.00 20,213.00 20,213.00 0.00 $0.00 SA CURB AND GUTTER, 241N WIDE, 6 IN THICK, CSUD LF $1725 10,206.00 10,164.50 (4150 ($71588) 6A CURB AND GUTTER, 241N WIDE, ].51N THICK, CSUD _ LF $1850 2,637.00 2161].00 (20.00)k-_ ($370110) 7A HMA PAVEMENTSAMPLE_S AND TESTING LS $5,00000( 1.00 1.00 _ 000 $0.00 SA EXCAVATION, CLASS IO CY $13.00 9,002.00 9,740.00 73800 $9,594.00 9A CONCRETE WASHOUT l5 51,500.00 I.00 0.00 (1.O0) ($10500.00) SOA COLD WEATHER CONCRETE PROTECT ION SV $7.00 380.001 427.70 47.70 $333.90 SIA LINSEED OILTREATMENT SV $750 380.001 200.40 (179.60) ($1,347.00) DIVISION-1 - SUeTOTALALTERNATE A $5,995.03 - -_ __. DIVISIONII MAXINE STREET WATER MAIN EARTHWORK, EROSION CONTROL AND MISCELLANEOUS ASPRO ITEM NO DESCRIPTION UNIT UNIT $ . . .. ...... .. . _ 001 MDBIH7ATIDN LS $4,50000 1.00 1.00 0.00 $0.00 002 SEED, FERTILIZE AND MULCH (IDOT URBAN MIX) BY HYDROSEEDING ACRES $15,000.00 1.00 0.00 (1.00) ($150000.00) 003 SILT FENCE (EROSION CONTROL FENCING) LF $10.00 100.00 0.00 (100.00) ($10000.00) 004 9" DIA. STRAW FILLED WATTLES FOR INLET PROTECTION LF $1000 40.00 0.00 (40.00) ($400.00) 005 TRAFFIC CONTROL LS $5,O00.00 1.00 1.00 0.00 _$0.00 006 MAINTENANCE BOND, 2-YEAR LS $i5o.661 1.00 0.00 (1.00) ($750.00) WATER CONSTRUCTION 401 WATER MAIN 6" DIA,. C52 D.I.P., BY TRENCHED EXCAVATION Lf $67.95 726.00 752.00 2600 $1,]66.]0 402 TAPPING VALVE AND SLEEVE, 6" DIA. X6" DIA., COMPLETE EACH $41000.00 2.00 2.00 0.00 $0.00 403 TEE, 61t DIA. X 6pp DIA , D.I.P., COMPLETE WITH THRUSTRESTRAINT EACH $700.001 3.00 1.00 (2.00) ($1400.00) 404 BEND 11.25 DEGREES, 6" DIA X6 DIA , D.I.P., COMPLETE WITHTHRUST EACH RESTRAINT $ 0000 1.00 0.00 (1.00) ($700.00) 405 BEND 22.5 DEGREE5, 6" DIA X6' DIA , OI.P., COMPLETE WITI{ THRUST EACH RESTRAINT $700.00 2.00 2.00 0.00 $0.00 406 ( ENDCAP, 6 DIA. X6 ' DIA., DIP., COMPLETE WITH THRUSTRESTRAINT EACH $1,OOO.001 1.00 1.00 0.00 _ $0.00 407NEW FIRE HYDftANTASSEMBLY, M.1., 6.5' BURY, COMPLETE EACH $6,000.00 1.00 1.00 0.00 $0.00 408 TIEIN TO EXISTING WATER MAIN EACH $5000000 3.00 1.00 _ (2.00) ($10,000.00) 409 GATE VALVE, 6" DIA., M.)., WITH VALVE BOX AND MECHANICALTHRUST EACH RESTRAINT $1,600.00 4.00 1.00 (3.00) ($4,BOD.00) 410 jvATERsEnmia, COPPER, 3/4 DIA. BY OPEN-CUT EXCAVATION LF $4000 247.00 296.00 _ 49.00 $1,960.00 411 WATER SERVICE, COPPER, 1 DIA 28 BY OPEN-CUT Lf $50.00 .00 0.00 _ (28.00) , . - ($1,400.00) 412WATERSERVICECONNECTION, 314" DIA., COMPLETE EACH $1,000.00 10.00 11.00 1.00 $10000.00 413 WATERSERVICECONNECTION. 1" DIA., COMPLETE EACH $1,000.00 1.00 0.00 (1.00) ($1,000.00) 419 REMOVE EXISTING 6" DIA. WATER MAIN LF $10.00 427.00 430.00 3.00 $30.00 415 6" NITRILE GASKET EALf{ $150.00 6.00 6.00 0.00 $0.00 PAVING CONSTRUCTION 501 IREMOVEAND REPLACE H.MAPAVEMENT AND SUBBASE SV $184.00 50.00 50.00 0.00 $0.00 DIVISION II TOTAL � ($31,693.30) TOTAL DECREASE ($97,882.10) ORIGINAL CONTRACT AMOUNT $3,644,934.30 CHANGE ORDER ND. 1 $3,272.50 CHANGE ORDER NO2 $5,280.00 CHANGE ORDER NO. 3 $19,300.00 -- - .. ._. __ . ._. CHANGE ORDER N0. 4 $37000.00 CHANGE ORDER NO 5 $7.,640.00 _ . FINAL QUANTITY SUMMARY ($97,882.10) FINAL CONTRACT AMOUNT $3,5801544.71 PAYMENTS TO CONTRACTOR ESTIMATES 1-18 $3,4011517.47 RETAINAGE $179,027.24 TOTAL PAID CONTRACTOR Ll $3,580,544.71 30F3 C:\Users\DEN N IS-G\AppData\Local\Microsoft\Windows\INetfache\Conteni0utlook\3UTFOLRI\993-FINAL QTY SUM MARYXIsx 4:47PM 1/12/2021