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HomeMy WebLinkAboutCC-08-20-01-01 Hazel Dell PaymtSponsored by: Norm Rundie Resolution No. CC-08-20-01-01 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 III, Section 3.01 (b) of the Trust Indenture by and among the City of Carmel Kedevelopment 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 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. ~ CO~f,~C.O.~IL OF THE CITY OF CARMEL, iNDIANA /es~din~ Officer ' Kev' ent · Koven ' '~ Robert Battreall Luci Snyder ATT T: ,2001. Ja~es~rd, Mayor Diana L. Cordra~-Treasurer EXHIBIT A PAYMENT REQUISITION NO. 159 PAYEE AMOUNT DUE CHARACTER OF EXPENDITURE Trotter Construction Co. 5851 E. 34th Street Indianapolis, 1N 46218 $251,035.20 Construction costs in connection with Pennsylvania St. 07/27/01 CONSTRUCTIONPROJECTINVOICE DATE: July 20, 2001 COMPANYNAME: AND ADDRESS TELEPHONE NO.: FAX NO.: Trotter Construction, Inc. 5851 E. 34th Street Indianapolis, IN 46218 (317) 543-0053 (317) 543-3115 JUL RECEIVED CiTY ENGINEER COMPANYNAME: ANDADDRESS Grady Brothers, Inc. 915 S. Somerset Ave. Indianapo~s, IN 46242 TELEPHONE NO.: (317) 244-3343 FAX NO.: (317) 240-5958 PROJECT NAME: Pennsylvania Street Improvements PROJECT NO.: 97-04 INVOICE NO.: 18 Construction pay items as per Progress Pay Estimate No. 18 as shown on the attached invoice for work completed between the dates of June 9, 2001 and July 15, 2001. TOTAL PAY THIS ESTIMATE: MINUS RETAINAGE: TOTAL NOW DUE: (-) Submitted by CrossRoad Engineers, PC Pro'ect Reprejsentati $251,035.20 $o.oo $251,035.20 Date Project Representative - printed name CITY OF CARMEL 1 of 1 PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE NO. t8 For work done during the period of: 6-9-2001 through 7-15-2001 TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $251,035.20 TOTAL PAY TO DATE $3,508,029.43 DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE $197,669.85 DEDUCT PREVIOUS NET PAY ESTIMATES NET PAY ESTIMATE NO. 18 $3,059,324.38 $251,035.20 CrossRoad Engineers, PC'~be, c~r ~.-'~l.~j.4 Inspecting Firm _ By E~o~tor~ ~)¢1' Contra~r 7-~o-el D~ z-,~o-a/ Date Date CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT #97-04 PROJECT PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 6-9-2001 through Item Description QUantity this Total Quantity Unit No. Estimate to Date Price CLEARING RIGHT OF WAY 2 CONCRETE CURB, REMOVE 3 CATCH BASIN, REMOVE 4 SURFACE MILLING. BITUMINOUS 5 PIPE, REMOVE 6 EXCAVATION, COMMON 7 BORROW 8 EXCAVATION, COMMON FOR DITCH GRADIN 9 TEMP. EROSION & SEDIMENT CONTROL, PE 10 TEMP. EROSION & SEDIMENT CONTROL, Cb 11 TEMP. EROSION & SEDIMENT CONTROL, DR 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, 190 mm MAINELINE 21 HMA SURFACE, 9.5 mm MV, MAINELINE 22 BITUMINOUS MATERIAL FOR TACT COAl' 23 CURB RAMP, CONCRETE 24 SIDEWALK, CONCRETE 25 SIDEWALK, BITUMINOUS 26 CURB, CONCRETE 0.03 LS 0.83 456.40 LFT 806170 2.00 EA 11 88.45 SY 22039 54.00 LF 903.00 585.80 CY 12310.05 889.70 CY 19955.15 LS 1.01 LF 5860.00 EA 1.00 EA EA 13.00 158.14 CY 8124.80 154.35 TN 154.35 288.06 TN 1865.51 TN 418.12 TN TN TN TN TN SY 82,80 SY 146.14 489.99 SY 3363.7ti TN 25.00 LF 6310.79 109.30 LF 13162.20 SY 635.68 TN 65987 18,80 SY 19691 4.48 TN 81.63 EA 1.00 SY 3157.00 7410,00 SY 15165.00 _.,EA______ 12.00 LF 76.00 248,00 LF 2928.00 LF 561.50 60,00 LF 269,00 LF 916.00 80,00 LF 1539.50 LF 933.50 LF 677.00 LF 1217.00 LF 28.00 LF 34.50 LF 7702.50 27 CURB AND GUTTER, 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 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 47 PIPE, GROUP K, 6 IN. 7-15-2001 Total Pay this Estimate Total Pay to Date LS .$68,796.59 S2,063.90 $57.101.17 LFT $2.55 $1,163.82 $20.557.34 EA $60.00 $120.00 $660.00 SY $6.65 $588.19 $1,465.59 LF $11.60 $626.40 $10,474.80 CY $860 $5,037.88 $105,866.43 CY $13.18 $11~726.26 $263,008.88 LS $16,126.96 $16,354.35 LF $1.70 $9,962.00 EA $66.00 $6600 EA $6600 EA $37.83 $491.79 CY $14.75 $2,332.67 $119,840.80 TN $20.53 $3~168,81 $3,168.81 TN $23.47 $6,056.67 $43,783.52 TN $32.31 $13,509.46 TN $26.43 TN $31.52 TN $26.43 TN $29.13 TN $32.72 SY $0.14 SY $31.46 $2,604.89 $4,597.56 SY $24.22 $11,867.56 $81,470.75 TN $37.99 LF $10.68 $267.00 $67,399.24 LF $9.92 $1,084.26 $130,569.02 SY $73.76 $46,887.76 TN $74.45 $49,127.32 SY $3.96 $74.45 $779.76 TN $2167 $97.08 $1,768.92 EA $660.00 $66Q00 SY $0.44 $1,389.08 SY $2.59 $19,191.90 $39,277.35 EA $150.00 $1,800.00 LF $39.91 $3,033.16 LF $24.43 $6,058.64 $71,531.04 LF $25.64 $14,396.86 LF $28.11 $2,248.80 $7,561.59 LF $38.04 $341844.64 LF $45.08 $3,606.40 $69,400.66 LF $53.14 $49,60~. 19 LF $54.02 $36,571.54 LF $6 1.11 $74,370.87 LF $96.36 $2,698.08 LF $98.86 $3.41067 LF $3.28 $25.264.20 1 of 4 2 of 4 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT IV97-04 PROGRESS PAY For work done during the period of: 48 PIPE END SECTtON, METAL, 12 IN 1.00 49 PIPE END SECTION, METAL, 21 IN 50 PiPE END SECTION, METAL, 33 IN. 51 PiPE END SECTION, METAL, 53 IN 52 PIPE, PVC. 6 IN., SCHEDULE 40 53 PIPE END SECTION REINSTALL 54 AGGREGATE FOR UNDERDRAINS, 8 55 GEOTEXTtLES FOR UNDERDRAIN 56 RING AND COVER, 4 57 INLET, E7 58 PIPE, PLUG EXISTING ESTIMATE NO. 18 6-9-2001 through EA 3.00 EA $154.86 EA EA $236.42 EA EA $378.47 EA EA $1.744.02 LF 1869.20 LF $10.40 EA EA $75 61 CY 443,97 CY $23,10 SY 1524.62 SY $t.10 EA 1.00 EA $335.00 EA 5.00 EA $793.88 EA EA $72.25 59 PIPE HOLE IN EXISTING STRUCTURE, PLUG 60 CASTING, ADJUST TO GRADE 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 3.00 2.00 33.00 8.00 8.00 18.00 74 CONSTRUCTION SIGN, A 75 SIGN, SHEET, ENCAPSULATED LENS WITH L 76 SIGN POST, A 77 LINE, THERMOPLASTIC, BROKEN WHITE, 4" 3325.00 78 LINE, THERMOPLASTIC, SOLID WHITE, 4" 4484.00 79 TRANSVERSE MARKINGS, THERMO. CROSS t347.00 80 LINE, THERMOPLASTIC, BROKEN YELLOW, ~ 120.00 81 LINE, THERMOPLASTIC, SOLID YELLOW, 4" 5188.00 82 TRANSVERSE MARKINGS, THERMO. STOP L 331.00 83 PVMT. MESSAGE MRKNGS, THERMO., LANE 34.00 84 PVMT. MESSAGE MRKNGS, THERMO., WOR 28.00 85 SNOWPLOWABLE RAISED PAVEMENT MARt 86 LINE, THERMOPLASTtC, DOTrED, WHITE, 4" 122.00 87 FIELD OFFICE, 550 SQFT, 1.00 88 MAINTAINING TRAFFIC 0.10 89 CONSTRUCTION ENGINEERING 0.10 90 MOBILIZATION &DEMOBILIZATION 0.30 91 MATERIAL TESTING 0.40 92 TRAFFIC SIGNALI 12" RYG 93 TRAFFIC SIGNAL, 12" RY GA 94 TRAFFIC SIGNAL, 12" RYG, YA, GA 95 PEDESTRIAN SIGNAL. INTERNATIONAL. 12" 96 PEDESTRIAN PUSHBUTTON & SIGN 97 HANDHOLE 98 CONDUIT, 2" EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA BFT LF LF LF LF LF LF LF EA EA EA LF MOS LS LS LS LS EA EA EA EA EA EA LF 2.00 26.00 1.00 1.00 3.00 1.00 27.00 35.00 20.00 3.00 46.00 900 8.00 EA 30.00 EA 48.36 SFT LF 3325.00 LF 4484.00 LF 1347,00 LF 120,00 LF 5155.00 LF 331.00 LF 34.00 EA 28.00 EA EA 122.00 LF 18 75 MOB 0.90 LS 0.90 LS 1.00 LS 1.00 LS 10.00 EA 4.00 EA 6.00 EA 14.00 EA 14.00 EA 8.00 EA 1662.00 LF EA $145,52 EA $235.00 EA $1,422.72 EA $2,973.40 EA $1,986.52 EA $5,264.01 EA $5,285,80 EA $2,655.73 EA $1.477,88 EA $1,477.88 EA $1,372.03 EA ,65.75 EA 212.10 EA ~477,23 37.12 H32.56 24.85 ~6.62 ;026 ;0.26 ;1.41 ;0.27 ;0.25 ;2.85 50.62 87.57 28.72 ;0.62 ;410.00 $30,795.00 $108,125.00 $85,650.00 $27,270.00 $444.70 $452.84 $708.12 $459.35 $166.02 $858.00 $16.82 7-15-2001 $154.86 $4,433.64 $2,98~.76 $6,999.30 $296.96 $662.80 $447.30 $864.50 $1,165.84 $1,899.27 $32.40 $1;88.75 $943.35 $2,061.08 $2,451.96 $75.64 $410.00 $3,079.60 $10,812.50 $25,695.00 $10,908.00 $464,58 $19.439.68 $10,255.71 $3,677,08 $335.00 $3.969.40 $291.04 $6,110.00 $1,422.72 $2,973.40 $15,792.03 $5,285.80 $71,704.71 $51.725.80 $29,557.60 $4,116.09 $9,756.60 $4,295.07 $296.96 $3,976.80 $11201.75 $864.50 $1,165,84 $1,899.27 $32.40 $1,288.75 $943.35 $2,061.08 $2,451.96 $75.64 $7,687,50 $27,715.50 $97,312.50 $85,650.00 $27,270.00 $4,447.00 $1,8tl.36 $4,248.72 $6,430.90 $2,324.28 $6,864.00 $27,954,84 3of4 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT #97-04 PROGRESS PAY ESTIMATE For work done during the period of: 99 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 15' VIE; 100 TRAFFIC SIGNAL POLE, 45' SIG. ARM, 15' VI[; 101 TRAFFIC SIGNAL POLE, 75' SIG, ARM, 25' Vti: 102 TRF. SIG. POLE FOUNDATION INCLUDING R[ 103 POWER CABLE, 2C/8GA 104 POWER CABLE, 3C/14GA 105 POWER CABLE, 5C/14GA 106 POWER CABLE, 7C/14GA 107 POWER CABLE, 11C/14GA 108 VIDEO CAMERA CABLE, CX 109 8 PHASE CONTROLLER W/P CABINET & FOL 110 VIDEO DETECTION SYSTEM, COMPLETE 111 ELECTRIC SERVICE 112 REMOVAL OF TRAFFtC SIGNAL EQUIPMENT 113 PIPECATCH BASIN, 12" (UNDISTRIBUTED) 114 PIPE, PVC, SCHEDULE 40, 8" (UNDISTRIBUT[ 1t5 JNLET, C5 116 Manhole, C-4, Drop 117 Reset Existing CMP for Delta Drainage 118 Pipe, Type 2, Circular, 18 IN, 119 18 IN. Metal End Section 120 Addi6onalSanitarylmprovements 121 Reconstruct Structure 97A 122 Reconstruct Structure to Grade LF 123 Cost of Structure ~lTB, not installed LS t24 Delta Light Relocation LS 125 Encase Conduit at Structure #124 LS 126 PedistalFoundation, A EA 127 Pedistal and Base, 10 ~t. EA 128 HMABASE, 250mmMAINLINE, C TN 129 HMA BASE, 25.0 mm MAINLINE TN 130 HMA INTERMEDIATE, 19.0 mm MAINLINE 119.87 TN 131 HMA SURFACE, 9.5 mm MV, MAINLINE 1623.53 TN 132 BITUMINOUS MATERIAL FOR TACK COAT 21656.89 SY 133 SIDEWALK, BITUMINOUS 711.25 TN 134 INLETS, RELOCATE LS 135 TRAFRC SIGNAL POLE, 50'SIG. ARM, 25'VIG EA 136 TRAFFIC SIGNAL POLE. 45'SIG. ARM, 25'VII; EA 137 TRAFFIC SIGNAL POLE, 40'SIG. ARM, 25'VID EA 138 TRAFFIC SIGNAL POLE, 40'SIG, ARM, 20'VII3 EA 139 TRAFFIC SIGNAL POLE, 35' SIG. ARM, 25'VtG EA 140 TRAFFIC SIGNAL POLE, 30'SIG. ARM, 25'VtE EA 141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 I EA 142 MODIFICATION TO STORM STRUCTURES LS 143 MISCELLANEOUS SITE WORK, MILUNGIHAU LS 144 MANHOLE, REMOVE AND REPLACE STRUC1 EA 145 FLOWABLE FILL CYS 146 CORED HOLE IN MANHOLE EA 147 KEYSTONE RETAINING WALL SFT 145 CEMENT CONCRETE PAVEMENT FOR DRIVIF SY 149 STR. 133A Additional Costs LS EA EA EA CY LF LF LF LF LF LF EA EA EA LS EA LF EA EA EA LF EA LS LS NO. 18 6-9-2001 through 7-15-2001 EA $5 1884.82 EA $6,886.2t EA $13.073,25 CY $407.36 210.00 LF $2.66 $558.60 3634.00 LF $192 $6,977.28 2532,00 LF $2.97 $7,520.04 405,00 LF $2,94 $1,190.70 1603.00 LF $3.32 $5.321 95 2053.00 LF $2.96 $6,076.88 2.00 EA $13,676.65 $27,353.30 2.00 EA $33,259.20 $66,518.40 2.00 EA $531.25 $1,062.50 1.00 LS $2,181.94 $2,181.94 EA $42500 LF $11.55 EA $1.550.00 1.00 EA $3,946,00 $3,946.00 4.00 EA $400.00 $1,600.00 298,00 LF $19.00 $5,662,00 2.00 EA $236.42 $472.84 1.00 LS $52,000,00 $52,000.00 1.00 LS $350.00 $350.00 33.99 LF $525.00 $17,844,75 1.00 LS $1,130.80 $1,130.80 1.00 LS $3,694.00 $3,694.00 1.00 LS $450.00 $450.00 4.00 EA $592,66 $2,370.64 4.00 EA $617,68 $2,470.72 5662.44 TN $33 40 $195,805.50 17170.29 TN $28.31 $456,090.91 7097.06 TN $31.27 $3248.33 $221,925.07 3512.71 TN $35.51 $57,651.55 $124,736,33 103194,92 SY $0.15 $31248.53 $15,479,24 1006,57 TN $40,17 $28,570.91 $40,514.26 1.00 LS $1,888.24 $1,888.24 2.00 EA $14,076.18 $26,152.36 1,00 EA $7,383.09 $7,303.09 2.00 EA $7,205.85 $14,411.70 1.00 EA $7,205.86 $7,205.86 1.00 EA $6,653.69 $6,653,69 1.00 EA $6,629.49 $6,629.49 800 EA $1,908.51 $15,268.08 1.00 LS $1,045.00 $1,045.00 1.00 LS $930.00 $930.00 1.00 EA $3,200.00 $3,200.00 18,00 CYS $50,00 $900.00 1.00 EA $375.00 $375,00 776.50 SFT $18.13 $14,077.95 98.04 SY $42.00 $4.117~68 1,00 LS $961,70 $961.70 CITY OF CARMEL PENNSYLVANIA STREET IMPROVEMENT PROJECT PROJECT if97-04 · PROGRESS PAY ESTIMATE NO. 18 For work done during the period of: 150 Additjorral costs For Sanitary Sewer lmprovemer 151 STRUCTURE 224A (TIME AND MATERIAL) 152 SIGN, SHEET, ENCAPSULATED LENSWITH i. 153 SIGN POST, B 154 CONTROLLER PHASE CHANGES 1~5 RELOCATE LIGHTING SERVICE POINT 156 LUMINAIRE, REMOVE AND RELOCATE 6-9-2001 through 7-15-2001 LS 1,00 LS $7,765.51 $7,765.51 LS 1.00 LS $34,383.78 $34,383,78 SFT 86,00 SFT $39.16 $3,367.76 25.5~ LFT 100.00 LFT $7.53 $192.02 $753.00 EA 1.00 EA $420.00 $420.00 LS 1 O0 LS $3,350.49 $3,350.49 LS 1.00 LS $3,610.00 $3,61000 4of4 $251,035.20 $3,508,029.43 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: July 27, 2001 RE: 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 Carmel 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 for 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 ti'om 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 fbr 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, J~fy, 2000 My Commission Expires: Z, Sc~ L- residing in Indiana , Notary Public