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HomeMy WebLinkAboutCC-01-08-01-03 Hazel Dell PaymtSponsored by: Joint Koven Resolution No. CC-01-08-01-03 A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA APPROVING PAYMENT OF CONSTRUCTION COSTS FOR HAZEL DELL & PENNSYLVANIA BOND PROJECT WHEREAS, pursuant to Article lII, Section 3.01 (b) of the Trust Indenture by and among the City of Carmel Redevelopment Authority and Fifth Third Bank of Central Indiana, dated as of August 1, 1997, approval by the Common Council is required prior to payments from the Construction Fund therein described upon presentation of architect' s or engineer' s certificates of work completed and materials furnished; WHEREAS, American Consulting Engineers, Inc., has presented such certificates regarding the Construction Project Invoices attached hereto as Exhibit A NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Carreel, lndiana, that the Construction Project Invoices attached hereto as Exhibit A are hereby approved tbr payment from the Construction Fund described in the above- referenced Trust Indenture. PASSED by the Common Council ol'the City of Carmel, h~diana this .~f'~_ clay of ~J~t~lLffLFLj-,__,2001,byavoteof ~ ayesand C nays Pr ~&ng Ofhcef · oven Robert Battreall ATTEST: L4-4_)~L ~ Diana L. Cordray, IAMC, Clerk-T/eas rer Present~ me to t e Mayor of~y o Ca el, Indiana the/0 day of '~'2001. J~~d, M~yo~~'~' ATTEST: CITY OF CARMEL REDEVELOPMENT AUTHORITY CONSTRUCTION FUND PAYMENT REQUISITION TO: Fifth Third Bank of Central Indiana, as Trustee 251 North Illinois Street Suite 1000 Indianapolis, Indiana 46204 Attn: Corporate Trust Department Date: December 27, 2000 RE: Trust Indenture between City of Carmel Redevelopment Authority and Fifth Third Bank of Central Indiana, as Trustee, dated as of August I, 1997 (the "Trust Indenture") AFFIDAVIT STATE OF INDIANA ) ) COUNTY OF HAMILTON ) SS: The undersigned, having been duly sworn upon her oath, certifies that: She has been designated by the Carreel Redevelopment Authority as all individual authorized to execute and present affidavits on the Authority' s behalf relating to payments ~-om the Construction Fund t;ar items that are not subject to certification by the architect or engineer, in accordance with Article IV, Section 3.01 (b) of said Trust Indenture. The amounts set forth in Exhibit A hereto are requested to be paid to the respective Payees identified therein for the services or assets described, fi-om the Construction Account of the Construction Fund created by Section 3.01 of the Trust Indenture Copies of the statements of the respeclive Payees or other supporting documentation are also attached hereto The obligations set tbrth ill Exhibit A have been properly incurred, are proper charges against the Construction Account, and have not been the basis of any previous withdrawals from the Construction Account. CITY OF CARMEL REI)EVEI.OPMENT AUTFIORITY "- , , City Engineer, Cily ol'('armel, indiana STATE OF INDIANA COUNTY OF HAMILTON SS: Before me, the undersigned, a Notary Public in and tBr said County and Statel personally appeared__Kate Weese , City Engineer tbr the City of Carmel, Indiana, who having been duly sworn upon her oath acknowledged the execution of the tBregoing Affidavit for and on behalf of said Authority. Witness my hand and Notarial Scal this ~7 7day of December, 2000 My Commission Expires: __ .__], .SA~__ trh~,l(_ , Nolary I'ublic residing in _. ](j~ . County, Indiana EXHIBIT A PAYMENT REQUISITION NO. 136 PAYEE AMOUNT DUE CHARACTER OF EXPENDITURE Trotter Construction Company 5851 E. 34th Street Indianapolis, 1N 46218 $128,670.02 Construction services rendered in connection with Pennsylvania St. 12/27/00 COMPANY NAME: AND ADDRESS TELEPHONE NO.: FAX NO.: COMPANY NAME: AND ADDRESS TELEPHONE NO.: FAX NO.: PROJECT NAME: PROJECT NO,: INVOICE NO.: CONSTRUCTION PROJECT INVOICE Trotter Construction, Inc. 5851 E. 34th Street Indianapolis, IN 46218 (317) 543-0053 (317) 543-3115 Grady Brothers, inc. 915 S. Somerset Ave. Indianapolis, IN 46242 (317) 244-3343 (317) 240-5958 Pennsylvania Street Improvements 97-04 14 DATE: December21, 2000 Construction pay items as per Progress Pay Estimate No. 14 as shown on the attached invoice for work completed between the dates of November 15, 2000 and December 22, 2000. TOTAL PAY THIS ESTIMATE: MINUS RETAINAGE: TOTAL NOW DUE: Submitted by CrossRoad Engineers, PC (-) $128,670,02 $0.00 $128,670.02 Date Project Repres~nt~{ive - signed name Project Representative - printed name CITY OF CARMEL 1 of 1 PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 11-15-00 through 12-22-00 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $128,670.02 TOTAL PAY TO DATE DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE DEDUCT PREVIOUS NET PAY ESTIMATES NET PAY ESTIMATE NO. 14 CrossRoad Engineers, PC inspecting Firm ContTactor Contractor ' I $2,901,428.19 $197,669.85 $2,575,088.32 $128,670,02 iL- Li-oo ~te Date 1 of 4 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: 11-15-00 through 12-22-00 !Item Description :No. : I CLEAR1NG RiGHT OF WAY '__2 CONCRETE CURB REMOVE 3 CATCH BASIN REMOVE 5 PIPE. REMOVE 6 EXCAVATION. COMMON 7 BORROW 8 EXCAVATION· COMMON FOR DITCH GRADIN 9 TEMP EROSION & SEDIMENT CONTROL, PE I 0 TEMP. EROSION & SEDIMENT CONTROL. CU t 1 TEMP EROSION & SEDIMENT CONTROL. DR 12 TBMP EROSION & SEDIMENT CONTROL. CU 13 B BORROW FOR STRUCTURE BACKFILL 14 1 COMPACTED AGG FOR SHOULDER O. 31ZE 15 ~COMRACTED AGGREGATE ~:OR APPR., O S 16 ICOMPACTEDAGGREGATE FOR DRIVES. O 17 [ HMA BASE, 25 0 mm MAINELINE. D 18 iHMA BASE, 25.0 mm MAINELINE, C 19 1HMA BASE. 25.0 mm MA~NEUNE 20 iHMA INTERMEDIATE· 19 0 mm MAINELINE 21 !HMA SURFACE 95 mm MV MAINELINE ' 2_~B~TUMINOUS MATERIAL FOR TACT COAT 'i ~ 23 ]CURB RAMP CONCRETE 24 SIDEWALK. CONCRETE : 25 SIDEWALK. BITUMINOUS : 26 CURB· CONCRETE · 27 CURB AND GU~',ER. COMBINED 28 jCENTBR CURB, CONCRETE. MODIFIED 32 iMOBIL!ZATTON & DEMOBILIZATION FOR SEE~ Quantity this Total Quantity Unit Estimate [o Date Pdce LS LFT EA SY LF CY 11.33 CY LS LF EA EA EA CY TN TN 36,60i TN TN TN TN TN 2o,3,! 933,481 sY f ITN~ 71.60i LF 766.301 LF 24.51 ~ SY TN 57.79 i EA > SY 0·80 LS 751900 LFT 8,00 EA !31 94 SY 849,00 LF · CY 1.00 LS 5860.00 LF 1,00 EA EA 13.00~ EA 776075[ CY f 1082041 TN t 418,12 TN b TN ~ TN ~ TN ~ TN TN SY 4001 SY 225487 SY TN 6285 79 LF 12962.90 LF 63568 SY 565 91. TN ~ 14811 SY L 57 79 TN i SY ! Total Pay this Estimate Total Pay ta Date $68.796.59 $2.55 $60.00 $6.65 $11,60 $8.60 $13.18 $16,126.96 $1.70 $66.00 $66,00 $2053 $2347 $32,31 $26.43 $31.52 526.43 $29.13 $32.72 $0,14 $31 46 $24.22 $3?.99 510.68 5992 $73.76 $74,45 5396 $21 67 5660.00 $0.44 $149.33 $1,182.56! $640-53I $22,608.89 ] $763.62! $7,601.76~ $1,807.86 $19,210.33 $586,52 $1,252.31 S55.037.27 $19.t7345 $480,00 587740 $9.84840 $100,544.75 $251,282.63 $16,126,96 $9.962.00 $66,00 $491.79 $114471,06 $25395.48 513.509.46 $1,258.71 $54612 95! $67.132,24 $~28591.97 $46,88776 $42.13721 $586.52 5125231 34 JSqDg~SN_G_ I SY 7500~ SY ! 8259 35 iTREES REPLANT ' 36 iSANITARY SEWER SERVICE ADJUSTMENT , ~Z. LPIPE, RCP, 12 IN. : 38 ~PtPE. RCP. 15 fi'J, 39 iPlPE, RCP 18iN 40 iPIPE RCP21 IN 41 {PIPE RCP 24 IN 15.00 LF ' 42 !PIPE, RCP 27 IN I LF ~ 43 !PlPERCP, 30iN LF ~ 45 PIPE, RCP 42 IN L LF 28.00~ LF $9636 : 47 IPIPEGROUFK, 61N, ~ ~ ~Z~0~ LF ~ 76.001LF ~ 255oo6i I 546,50i LE 18900i LF 916.00! LF 1268 50f LF I 933 50~ LF , 677oo! I 515000 $09.91 $24.43 $25.64 $3804 $4508 $676.20 $53.14 $5402 S64,739.50 $14.01226 $3484464 $57,18398 $49.60619 S36.5~ S68076.54 52.698.o~8'i $24,591.8o 2of4 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE For work done during the period of: 11-15-00 48 PIPE END SECTION, METAL, 12 IN. EA 49 PiPE END SECTION. METAL, 21 IN. EA 50 PIPE END SECTION METAL, 33 IN. EA 51 PiPE END SECTION. METAL, 53 IN. EA 52 PIPE, PVC, 6 IN., SCHEDULE 40 LF 186920 53 PiPE END SECTION REINSTALL EA 54 AGGREGATE FOR UNDERDRAINS, 8 CY 420.3t 55 IGEOTEXTILES FOR UNDERDRAIN SY 1524.62 56 !RING AND COVER, 4 EA :57 HNLET. E7 1.00 EA 3.00 ;58/P~PE, PLUG EXISTING EA 59 ~PIPEHOLEINEXISTINGSTRUCTURE, PLUG EA 2.00 : 60 CASTING, ADJUST TO GRADE 5.00 EA 1300 61 INLET, H5 EA 1,00 62 MANHOLE, K5 EA 1 O0 63 SANITARY MANHOLE. C4 EA $4 MANHOLE, L4 EA :000° : 65MANHOLE. L15 EA , 68 . EA 1800 L69 ~MANHOLE, J4 EA 2.00 7O ] DRUM LEAVE ~N PLACE 71 B EA ! 1300 72 fROAD CLOSURE SIGN ASSEMBLY EAf 500 : 7.~_~DETOUR CLOSURE SIGN ASSEMBLY EA ' 74 ~CONSTRUCTION SIGN, A ~ 25.00 75 rStGN SHEET, ENCAPSUI.~TED LENS WITH [ SFT 75 ISIGN POST, A LF i . SOLID WHITE, 4'* LF 79 !TRANSVERSE MARKINGS. THERMO. CROSS LF 80 !LINE, THERMOPLASTIC, BROKEN YELLOW. , LF LF 61 ~LINE. THERMOPLASTfC. SCUD YELLOW. 4" . 8~' ,TF~;qSV~'R~E ~RKINGS THERMO. STOP L 83 !PVMT. MESSAGE MRKNGS, THERMO, LANE , EA s4 rPVMT MESSAGE MRKNGS, THERMO,. WOR ~ EA NO. 14 through 12-22-00 EA $154.86 EA $236,42 EA $378.47 EA 51.744.02 LF $r0.40 EA $75.61 CY $23.10 SY $1.10 EA $335.00 EA $793.88 $793.88 EA $72.25 EA $145.52 EA $235.00 $1,175.00 EA $1,422,72 EA $2.973.40 EA $1.986.52 EA $5.26401 EA $5,285.80 EA $2655 73 EA $1,477,88 EA $1.477.86 EA $1.372.03 EA 565.75 EA $21210 EA $477.23 EA $37.12 EA $132.56 ~ SFT S2485 / LF $6.62 I LF $026 i LF $026 [ LF $1.4~ ~ LF 8027 ,LL~F 80.25 _ 52.85 , I EA 560.62 ~ ! EA $87.57 ~ 8~ 1SNOWPLOWABLE RAISED PAVEMENT MAR' 86 [LINE THERMOPLASTIC. DOTTED. WHITE. 4" ! LF ~ LF ~ $0.62 87 ~F~ELDOFFICE, 550SQFT. 1.00IMOS 1275~MOS~ $410,00 88 [MAINTAINING TRAFFIC i LS 0.80~ LS $30.795 00 89 ~CONSTRUCTION ENGINEERING I~ LS 0.80i LS S108,t25.00 ~T[~lO~i,~T~O~& DEMOBILIZATION ~ LS 0 70~ US 585,650,00 91 IMATERIALTESTING 020~ LS 060~ LS 527270.00 92 !TRAFFIC SIGNAL 12" RYG 3.00 ! EA 3 001 EA $444 70 '3 iTRAFFCSIGNAL, 12"RYGA ~ :1-16~,~ ~ EA $452.84 ' ~Z ~i~ S'~N~I~G YA GA 3.00: EA 3.00 EA 870812 , 8166.02 $19.439.68 $9,709.16 $1 67708 $2.381.64 $291,04 $3,05500 $1,422.72 $2.973.40 $15.792,03 $5,285,80 569.048.98 $47,292.16 $26,601.84 $2,744.06 S275730 $238615 $3.314.00 ....... '~_j~ 828 72 t ! EA $410.00 $5,454,00 $1,334.10 $5,227,50 $24,636.00 $86,500,00 I $59.955.00 $16.36200 $1 33410 $2.124.36 i $6.864,00 $555.06 $27,685.72 CITY OF CARMEL 3of4 PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 99 100 101 102 103 ~o4 105 106 107 108 109 110 111 !12 113 ~14 115 116 POWER CABLE. 2C/BGA POWER CABLE. 3C/I 4CA POWER CABLE 5C,'14GA POWER CABLE, 7C/14GA POWER CABLE, 11 C114GA VIDEO CAMERA CABLE, CX 8 PHASE CONTROLLER W/P CABINET & FOL VIDEO DETECTION SYSTEM. COMPLETE ELECTRIC SERVICE EQUIPMENT REMOVAL OF TRAFFIC SIGNAL INLET C5 Manhole C4 Drop Reset Existing CMP for Detta Drainage PROGRESS PAY For work done during the period of: TRAFFIC SIGNAL POLE. 40' SIG, ARM. 15' VIC TRAFFIC SIGNAL POLE, 45' SIG, ARM, 15' VID TRAFFIC S~GNAL POLE. 75' SIG ARM, 25' VID TRF. SIG POLE FOUNDATION INCLUDING RE 210.00 : 118 ~ P pe Type 2. Circular. 18 IN. 119 i 18 IN, Metai End Secbon , 120 ]Additional Sanitary Improvements ~21 IRecons~TuctSbructure87A 122 !Reconstruct Structure to Grade ' 123 i Cost of Structure f-87B, not installed [_124 ]Delta Light Retocat~on : 125 iEncase Conduit at Structure ~124 ! 26 pedistal Foundation, A 127 pedistal and Base, 10 ~. $28 . HMA BABE. 250 m;~ MAINLINE. C 129 ~HMA BASE. 250 mm MAINLINE !30 iHMA INTERMEDIATE. 19.0 mm MAINLINE 131 tHMA SURFACE, 9.5 mm MV. MAINLINE !_32__~LT_UMINOUS MATERIAL FOR TACK COAT ~33 3SIDEWALK. BITUMINOUS ! 34 ]INLETS. RELOCATE ' 35 ! TRAFFIC SIGNAL POLE. 50' SIC. ARM, 25' VII~ ~ 36 ~ TRAFFIC SIGNAL POLE. 45' SIC. ARM. 25' ESTIMATE NO. 14 11-15-00 EA EA EA . cY I LF 2t0.00 LF 3126.00 LF 1523.00 LF LF 160300 LF 160300 EA 200 EA 1.00 EA 1 00 LS EA LF EA EA 1 00 q EA LF 298.00 ~ EA LS 1.00 i LS ' 100 4]0 i LF 23 05 ~ LS 1.00 ~_ 100! LS t 00 EA EA 17.19 TN 5662.44 60.40 TN 1717029 94.13 TN 6856 74~ SY 67 , TN 28308[ ! LS 1 00 ~ ! EA ~.ool EA ~oo! L00i EA 100i through EA $5,884,82 EA $6,886.21 EA $13,073.25 CY $407.36 LF $2.66 LF $1 92 LF $2.97 LF $2.94 LF $3 32 LF $2.96 EA $13,676.65 EA $33,259.20 EA ! $53125 LS $2.181,94 EA $425.00 LF I $11.55 EA $1,550.00 EA ] S3,946.00 EA ! $400.00 LF ~ $19.00 EA i $236,42 LS $52,000.00 LS $350.00 LF $525.00 LS $1,130.80 LS $3.694,00 LS T S45000 EA $592.66 EA [ $617.68 !_' _ $33.40 $28 31 [ $31.27 TN ~ $35,51 SY T $015 TN ~ $40.17 EA [ S7,383.09 EA [ $7.205.85 EA $7.205.86 EA $6 653.69 139 ~T~P~SFFIC SIGNAL POLE, 35' SIG. ARM, 25' VI ....' ' · '81 ! _.1.001 EA$6.629.49 :42 EMOD~FICATIONTOSTORMSTRUCTURES [ ] LS 1001 LS $1045.00 '4~ ]MISCELLANEOUS o TE WORK MILL NGIHAUJ I LS ' 00~ LS $930 00 12-22-00 $658.60 $558.60 $6.001.92 $4523.31 $5.321.96 $4.744.88 $2735330 $531.25 $531 25 S3.94600 $1.600.00 $5.662.00 I$52.000.00 $350.00 $2,362,50 ' 512.10125 $113080 $3.69400 $45000 $57~..16 ! $195.805 50 , . $214.410.26 $9,977.60 i $9.97760 , $10,12271 $1137132 I 5t 888.24 $6~653.69 ' $6,653.69 $6,629.49 $6.629.49 ($5,725.53) $15.268.08 $1.045.00 $930 00 $3200.00 8375,00 $14,077,95 $14077.95 $4,fi7.68, $4317.68 $961,70 $961 70 4 of 4 CITY OF CARMEL PENNSYLVANIA STREETIMPROVEMENTPROJECT PROJECT#97-04 PROGRESS PAY ESTIMATE NO. 14 For work done during the period of: t1-15-00 through 12-22-00 150 Additional Costs For Sanitary Sewer ~mprovemer 1.00 LS 1.00 LS $7,765 51 $7,765.51 $7.765.51 $128.070,02 I $2,901,428.19