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Home My WebLink AboutCC-05-07-01-01 Hazel Dell PaymtSponsored by: Norm Rundie Resolution No. CC-05-07-01-01 A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARMEL, IND1ANA APPROV1NG PAYMENT OF CONSTRUCTION COSTS FOR HAZEL DELL & PENNSYLVAN1A BOND PROJECT WHEREAS, pursuant to Article III, 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 material s furni shed; WHEREAS, American Consulting Engineers, lnc., 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 Carmel, Indiana, that the Construction Project Invoices attached hereto as Exhibit A are hereby approved for payment from the Construction Fund described in the above- referenced Trust Indenture. nf~ggOfficer Norm Rundie Ro~rt Batireall a fCarmel, lndiana the ~day of Dia Cordray, IAMC, Clerk-Tr, urer Approved by.me, Mayor of the City o Ca el, I d a a, thin ~ day of ~T~ ,2001. Ja~ard, Mayo{~ Diana L. Cordray, IAMC, Cl~~'reasurer TO: CITY OF CARMEL REDEVELOPMENT AUTHORITY CONSTRUCTION FUND PAYMENT REQUISITION Fifth Third Bank of Central Indiana, as Trustee 251 North Illinois Street Suite 1000 Indianapolis, Indiana 46204 Attn: Corporate Trust Department Date: April 20, 2001 Trust Indenture between City of Carmel Redevelopment Authority and Fifth Third Bank of Central Indiana, as Trustee, dated as of August 1, 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 an individual authorized to execute and present affidavits on the Authority's behalf relating to payments from the Construction Fund for 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 tbr the services or assets described, from the Construction Account of the Construction Fund created by Section 3.01 of the Trust Indenture. Copies of the statements of the respective Payees or other supporting documentation are also attached hereto. The obligations set forth in 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 REDEVELOPMENT AUTHORITY City Engineer, City of Carreel, Indiana STATE OF INDIANA COUNTY OF HAMILTON SS: Before me, the undersigned, a Notary Public in and for said County and State, personally appeared__Kate Weese , City Engineer for the City of Carmel, Indiana, who having been duly sworn upon her oath acknowledged the execution of the foregoing Affidavit for and on behalf of said Authority. Witness my hand and Notarial Seal this ~ day of April, 2000 My Commission Expires: Notary Public residing in I-la..-,,. \-~,,~ County, Indiana PAYEE Trotter Construction, Inc. 5851 E. 34th Street Indianapolis, IN 46218 EXHIBIT A PAYMENT REQUISITION NO. 149 AMOUNT CHARACTER OF EXPENDITURE DUE $92,631.87 Construction costs in connection with Pennsylvania St. 04120/01 CONSTRUCTION PROJECT INVOICE DATE: April 19, 2001 COMPANY NAME: AND ADDRESS Trotter Construction, Inc. 5851 E 34~ Street Indianapolis, IN 46218 TELEPHONE NO.: FAX NO.: COMPANY NAME: AND ADDRESS TELEPHONE NO.: FAX NO.: (317) 543-0053 (317) 543-3115 Grady Brothers, Inc. 915 S. Somerset Ave. Indianapolis, IN 46242 (317) 244-3343 (317) 240-5958 PROJECT NAME: Pennsylvania Street Improvements PROJECT NO.: 97-04 INVOICE NO.: 16 Construction pay items as per Progress Pay Estimate No. 16 as shown on the attached invoice for work completed between the dates of February 16, 2001 and April 18, 2001. TOTAL PAY THIS ESTIMATE: MINUS RETAINAGE: ( - ) TOTAL NOW DUE: Submitted by CrossRoad Engineers, PC P ojeCt R~p esentative - signed name r r $92,631.87 $0.00 $92,631.87 Date Project Representative - printed name CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE NO. 16 For work done during the period of: 2-16-01 through TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE TOTAL PAY TO DATE DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE DEDUCT PREVIOUS NET PAY ESTIMATES 4-184)1 NET PAY ESTIMATE NO. 16 CrossRoad Engineers, PC inspecting Firm Conf factor Conb'acto $92,631.87 $3,1t3,141.84 $197,669.85 $2,822,840.12 $92,631.87 Dat~ By Date I ofl CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 ~tem No, * PROGRESS PAY ESTIMATE NO. 16 For work done during the period of: 2-16-01 through 4-18-01 4 Descdp6en Quantity this Total Quanf~ Un~ To~al Pay ~ to Date Pdce ~is Estimate CLEARING RIGHT OF WAY CONCRETE CURB, REMOVE CATCH BASIN, REMOVE SURFACE MILUNG. BITUMINOUS PIPE, REMOVE EXCAVATION, COMMON BORROW EXCAVATION, COMMON FOR DITCH GRADII~ TEMP. EROSION & SEDIMENT CONTROL, PE ~ I 0 TEMP. EROSION & SEDIMENT CONTROL, CL, t 11 TEMP. EROSiON & SEDIMENTCOHTROL, DIi 12 TEMP. EROSION & SEDIMENT CONTROL, CL 13 B BORROW FOR STRUCTURE BACKFILL 14 COMPACTED AGG. FOR SHOULDER, O, SIZE 15 COMPACTED AGGREGATE FOR APPR., O, S 16 COMPACTED AGGREGATE FOR DRIVES, O, 17 HMA BASE, 25.0 mm MAINELINE, D 18 HMA BASE, 25.0 mm MAINELINE, C 19 HMA BASE, 25.0 mm MAINELINE 20 HMA INTERMEDIATE, 19.0 mm MAINELINE 21 HMA SURFACE, 9.5 mm MV, MAINELINE 22 BITUMINOUS MATERIAL FOR TACT COAT 23 CURB RAMP, CONCRETE 24 SIDEWALK, CONCRETE 25 SIDEWALK, BITUMINOUS 26 CURB, CONCRETE 27 CURB AND GUr I I:R, COMBINED 28 CENTER CURB, CONCRETE, MODIFIED 29 BITUMINOUS MIXTURE FOR APPROACHES, 30 GEOTEXTILES 31 RIPRAP, REVETMENT 18 IN. 32 MOBILIZATION & DEMOBILIZATION FOR SEE 33 MULCHED SEEDING, R 34 SODDING 35 TREES, REPLANT 36 SANITARY SEWER SERVICE ADJUSTMENT 37 PIPE, RCP, 12 IN. 38 PIPE, RCP, 15 IN. 39 PIPE, RCP, 18 IN. 40 PIPE, RCP, 21 IN. 16.67 144.12 LS 0.80 LS $68,796.59 LFT 7519.00 LFT $2.55 BA 8.00 BA $60.00 SY 131.94 SY $6.65 LF 849.00 LF $11.60 CY 11724.2`5 CY $6.60 CY 19065.45 CY $13.18 LS 1.00 LS $16,126.96 LF 5860.00 LF $1.70 BA 1.00 BA $66.00 EA BA $66.00 BA 13.00 BA $37.83 CY 7966.66 CY $14.75 TN TN $20.53 TN 1082.04 TN $23.47 TN 418.12 TN $`32.31 TN TN $26,43 TN TN $.31.52 TN TN $26.43 TN TN $29.13 TN TN $32.72 SY SY $0.14 SY 56.68 SY $31.46 SY 2557.99 SY $2422 TN TN $37.99 LF 6285.79 LF $10.68 LF 12962.90 LF $9.92 SY 635.68 SY $73.76 TN 565.98 TN $74.45 SY 178.11 SY $`3,96 TN 77.15 TN $21.67 EA BA $660.00 SY SY $0.44 SY 75.00 SY $2.59 BA 12.00 EA $150.00 LF 76.00 LF $39.91 LF 2666.00 LF $24.43 LF 546.50 LF $25.64 LF 189.00 LF $28.11 LF 916.00 LF $38.04 LF 1459.50 LF $45.08 LF 933,50 LF $53.14 LF 677.00 LF $54.02 LF 1177.00 LF $61.11 LF 28.00 LF $96.36 LF 34.50 LF $98.86 LF 7497.50 LF $3.28 41 PIPE, RCP, 24 IN. 42 PIPE, RCP, 27 IN. 43 PIPE, RCP, 30 IN. 44 PIPE, RCP, 33 IN. ~ 45 PIPE, RCP. 42 IN. 46 PIPE, RCP, 54 IN. 47 P1PE, GROUP K, 6 IN. $524.44 $3,490.59 $390,88 lof4 ToY Pay to Date $55,037.27 $19,173.45 $480.00 $877.40 $9,848.40 $100,828.55 $251,282.63 $16,126.96 $9,962.00 $491.79 $117,508.24 $25,395.48 $13,509.46 $1,783.15 $61,954.52 $67,132.24 $128,591.97 $48,887.76 $42,137.21 $705.32 $1,671.84 $194.25 $1,800.00 $3,033.16 $65,130.38 $14,012.26 $5,312.79 $34,844.64 $65,794.26 $49,606.19 $36,571.54 $71,926.47 $2,698.08 $3,410.67 $24,591.80 CITY OFCARMEL PENNSYLVAN~STREETIMPROVEMENT PROJECT PROJECTf ffiT-04 2of4 PROGRESS PAY For work done dudrig ~e period of: 48 PIPE END SECTION, METAL, 12 IN, EA 49 PIPE END SECTION, METAL, 21 IN. EA 50 RPE END SECTION, METAL, 33 IN, EA 51 PIPE END SECTION, METAL, 53 IN. EA 52 PIPE, PVC, 6 IN., SCHEDULE 40 LF 53 PIPE END SECTION REINSTALL EA 54 AGGREGATE FOR UNDERDRAINS, 8 CY 55 GEOTEXTILES FOR UNDERDRAIN SY 56 RING AND COVER, 4 1.00 EA 57 INLET, E7 1.00 EA 58 PIPE, PLUG EXISTING EA 59 PIPE HOLE IN EXISTING STRUCTURE, PLUG EA 60 CASTING, ADJUST TO GRADE 8.00 EA EA EA EA EA EA EA 61 INLET, H5 62 MANHOLE, K5 63 SANITARY MANHOLE, C4 64 MANHOLE, L4 65 MANHOLE, L15 66 MANHOLE, J15 67 INLET, B15 68 INLET, C15 69 MANHOLE, J4 70 CONSTRUCTION DRUM, LEAVE IN PLACE 71 BARRICADE, IlIA 72 ROAD CLOSURE SIGN ASSEMBLY 73 DETOUR CLOSURE SIGN ASSEMBLY 74 CONSTRUCTION SIGN, A 75 SIGN, SHEET, ENCAPSULATED LENS WITH I. 76 SIGN POST, A 77 LINE, THERMOPLASTIC, BROKEN WHITE, 4" 78 UNE, THERMOPLASTIC, SOLID WHITE. 4" 79 TRANSVERSE MARKINGS, THERMO. CROSS 80 UNE, THERMOPLASTIC, BROKEN YELLOW, ~ I 81 LINE, THERMOPLASTIC, SOLID YELLOW, 4" L82 TRANSVERSE MARKINGS, THERMO. STOP L 83 PVMT. MESSAGE MRKNGS, THERMO., LANE 84 PVMT. MESSAGE MRKNGS, THERMO., WOR 85 SNOWPLOWABLE RAISED PAVEMENT MARt 86 LINE, THERMOPLASTIC, DOTrED, WHITE, 4"~ 87 FIELD OFFICE, 550 SQ FT. 88 MAINTAINING TRAFFIC 89 CONSTRUCTION ENGINEERING 90 MOBILIZATION & DEMOBILIZATION 91 MATERIAL TESTING S2 TRAFFIC SIGNAL, 12" RYG ; 93 TRAFFIC SIGNAL, 12"RYGA q, 94 TRAFFIC SIGNAL, 12" RYG, YA, GA 95 PEDESTRIAN SIGNAL, INTERNATIONAL, 12" 96 PEDESTRIAN PUSHBUTrON & SIGN 97 HANDHOLE 98 CONDUIT, 2' EA EA EA EA EA EA EA EA SFT LF LF LF LF LF LF LF EA EA EA LF 2.00 MOS LS LS LS LS -2.00 EA EA -2.00 EA EA EA EA LF ESTIMATE NO. 16 2-16-01 through 4-18-01 EA $154.86 EA $236.42 EA $378.47 EA $1,744.02 186920 LF $10.40 $19,439.68 EA $75.61 420.31 CY $23.10 .$9,709.16 1524.62 SY $1.1D $1,677.08 1.00 EA $335.00 $335.00 $335.00 4.00 EA $793.88 $793.88 $3,175.52 EA $7225 2.00 EA $145.52 $291.04 23.00 EA $235.00 $1,880.00 $5,405.00 1.00 EA $1,422.72 $1,422.72 1.00 EA $2,973.40 $2,973.40 EA $1,986.52 3.00 EA $5.264.01 $15,792.03 1,00 EA $5,285.80 $5285.80 27.00 EA $2,655.73 $71,704.71 32.00 EA $1,477.88 $47,292.16 18.00 EA $1,477.88 $26,601.84 2.00 EA $1,372.03 $2,744.06 EA $65.75 13.00 EA $212.10 $2,757.30 5.00 EA $477.23 $2,386.15 EA $37.12 25.00 EA $132.56 $3,314.00 SFT $24.85 LF $6.62 LF $0.26 LF $0_'~ LF $1.41 LF $0.27 LF $0.25 LF $2.85 EA $60.62 EA $87.57 EA $28.72 LF $0.62 15.75 MOS $410.00 $620.00 $6,457.50 0.80 LS $30,795.00 $24,636.00 0.80 LS $108,125.00 $86,500.00 0.70 LS $65,650.00 $59,955.00 0.60 LS $27,270.00 $16,362.09 10.00 EA $444.70 ($889.40) $4,447.00 4.00 EA $452.84 $1,811.36 6.00 EA $708.12 ($1,416.24) $4,248.72 6.00 EA $459.35 $2,756.10 6.00 EA $166.02 $996.12 8.00 EA $858.00 $6,864.00 1648.00 LF $16.82 $27,685.72 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT ~97-04 PROGRESS PAY ESTIMATE NO. 16 For work done during the period of: 2-16-01 99 TRAFFIC SIGNAL POLE, 40' BIG. ARM, 15' VIr~ EA 100 TRAFFICSIGNALPOLE, 45'SIG. ARM, 15'VIE EA 101 'TRAFFIC SIGNAL POLE, 75'SIG. ARM, 25'VIE F_A 102 TRF, BIG. POLE FOUNDATION INCLUDING RE CY 103 POWER CABLE, 2C/8GA LF 210.00 104 POWER CABLE, 3C/14GA 05.00 LF 3594.00 105 POWER CABLE, 5C/14GA ~8.00 LF 2412.00 106 POWER CABLE, 7C/14GA 70.00 LF 405.00 107 POWER CABLE, 11CI14GA LF 1603.00 108 VIDEO CAMERA CABLE, CX 65.00 LF 2053.00 109 8 PHASE CONTROLLER W/P CABINET & FOL EA 2.00 110 VIDEO DT=/b. CT1ON SYSTEM, COMPLETE 2.00 EA 2.00 111 ELECTRIC SERVICE EA 2.00 112 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT 1.00 LS 1.00 113 PiPE CATCH BASIN, 12" (UNDISTRIBUTED) EA 114 PIPE, PVC, SCHEDULE 40, 8" (UNDISTRIBUTE LF 115 INLET, C5 EA ~116 Manhole, C~, Drop EA 1.00 117 Reset E3i~s~ng CMP for Delta Drainage EA 4.00 118 Pipe, Type2, Circ~Jlar, 18 IN. LF 298.00 119 181N. Metal End Secljon 1,00 EA 1.00 120 Addffional Sanitary Improvements LS 1 121 Reconsffidct Structure 87A LS 1.00 122 Recons~uct Structure to Grade 10.94 LF 33.99 123 Cost of Structure #87B, not installed LS 1.00 124 DdtaLightRdocation LS 1.00 125 Encase Conduit at Sffucture #124 LS 1.00 126 Pe(rlstaiFounda6on, A EA 127 PedistalandBase,_10ft. EA 128 HMA BASE, 25.0 mm MAINLINE, C TN 5862.44 129 HMA EASE, 25.0 mm MAINLINE TN 17170,29 130 HMA INTERMEDIATE, 19.0 mm MAINLINE TN 6856.74 131 HMA SURFACE, 9.5 mm MV, MAINLINE 'IN 280.98 132 BITUMINOUS MATERIAL FOR TACK COAT SY 67484.73 133 SIDEWALK, BITUMINOUS TN 283.08 134 INLETS, RELOCATE LS 1,00 135 TRAFFtC SIGNAL POLE, 50'SIG. ARM, 25'VIE EA 2.00 136 TRAFFIC SIGNAL POLE, 45' BIG. ARM, 25' VIC 1 .IX) EA 1.00 137 TRAFFIC SIGNAL POLE, 40' BIG. ARM, 25' VIC 1.00 EA 2.00 138 TRAFFIC SIGNAL POLE, 40'SIG. ARM, 20'VIC EA 1.00 139 TRAFFIC SIGNAL POLE, 35'SIG. ARM, 25'VIC EA 1.00 140 TRAFFIC SIGNAL POLE, 30' BIG. ARM, 25' VIE -1.00 EA 1.00 141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 I EA 8.00 142 MODIFICATION TO STORM STRUCTURES LS 1.00 143 MISCELLANEOUS SITE WORK, MILLINGIHAU LS 1.00 144 MANHOLE, REMOVE AND REPLACE STRUC'I EA 1.00 145 FLOWARLEFILL CYS 18.00 146 CORED HOLE IN MANHOLE EA 1.00 147 KEYSTONE RETAINING WALL SFT 776.50 148 CEMENT CONCRETE PAVEMENT FOR DRIVE SY 98.04 149 STR. 133A Additional Costs LS 1,00 through 4-18-01 EA $5,884.82 EA $6,886.21 EA $13,073.25 CY $407.36 LF $2.66 $558.60 LF $1.92 $124.80 $6,900.48 LF $2.97 $172.26 $7,163.64 LF $2.94 $205.80 $1,190.70 LF $3.32 $5,321.96 LF $2,96 $192,40 $6,076.88 EA $13,676.65 $27,353.30 EA $33,259.20 $86,$18.40 $66,518.40 EA $531.25 $1,062.50 LS $2,181.94 $2,181.04 $2,181.94 EA $425.00 LF $11.55 EA $1,550.00 EA $3,946.00 $3,946.00 EA $400.00 $1,600.00 LF $19.00 $5,662.00 EA $236.42 $236),2 $236.~.2 LS $52,000.00 $52,000.00 LS $350.00 $350.00 LF $525.00 $8,743.50 $17,844.75 LB $1,130.80 $1,130.80 LS $3,694.00 $3,694.00 LS $450.00 $450.00 EA $592.66 EA $617.68 TN $33,40 $195,805.50 TN $28.31 $486,090.91 TN $31.27 $214,41026 TN $35.51 $9,977.60 SY $0.15 $10,122.71 TN $40.17 $11,371.32 LS $1,888.24 $1,888.24 EA $14,076.18 $28,152.36 EA $7,383.09 $7,383.09 $7,383.09 EA $7,205,85 $7,208.88 $14,411.70 EA $7,205.86 $7,205.86 EA $6,653.69 $6,653.69 EA $6,629.49 ($6,629.49) $6,629.49 EA $1,908.51 $15,268.08 LB $1,045.00 $1,045.00 LS $930.00 $930.00 EA $3,200.00 $3,200.00 CYS $50.00 $900.00 EA $375.00 $376.00 SFT $18,13 $14,077.95 SY $42.00 $4,117.88 LS $961.70 $961.70 3of4 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE NO. 16 For work done during the period of: 150 Addilional Costs Fo~ Sanitaff Sewer Improvemer LS 151 STRUCTURE 224A (TIME AND MATERIAL) LS 152 'SIGN, SHEET, ENCAPSULATED LENS WITH ~. 8~.00 SFT 153 SIGN POST, B LFT 2-16-01 through 4-18-01 1.00 LS $7,765.51 1.00 LS $34,383.76 86.00 SFT $39.16 LFT $7.53 $3,367.76 $7,765.51 $34,383.78 $3,367.76 4of4 S92,631.87 $3,1'13,141.84