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Home My WebLink AboutCC-12-07-98-03 Hazel Dell PaymtResolution No. CC-12-07-98-03 A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA APPROVING PAYMENT OF CONSTRUCTION COSTS FOR HAZEL DELL PARKWAY 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 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. PASSED by the Common Council of the City of Carmel, Indiana this of X)o-.'-e-~* ~x_ , 1998, by a vote of '7 ayes and C~ nays. rT~t' day g COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA ° J ' e~ Gu · . un Robert Battreal, President Presented by me to the Mayor of the City of Carmel, Indiana the 7/'~x'- day of j~-~ ..e ; ,,.,.A P 2e,,q ,1998. Diana Approved by me, Mayor of the City of Camel, Indi~a, this 7~ day of ~ ,1998. ATTEST: Diana L. Cordr~~urer EXHIBIT A PAYMENT REQUISITION NO. 34 PAYEE AMOUNT DUE CHARACTER OF EXPENDITURE Milestone Contractors LP P.O. Box 421450 5950 S. Belmont Ave. Indianapolis, IN 46242-1459 $551,202.74 Construction costs in connection with Hazel Dell Parkway. 11/20/98 ~~!7:i:'i AMLRICAN CONSULTING ENGII~ 2ERS, INC. ,, , ~ ARCHITECTS ENGINEERS 4165 MILLERSVILLE ROAD INDIANAPOLIS, INDIANA 46205-2998 .. 317.547.5580 FAX 317.543-0270 TELECOPIER COVER LETTER Please deliver the following pages immediately to: Cornpony: Dote: A.C.E. Project No.: Fox number coiled: Total number of pages, including cover letter: Telecopier operator for this transmis~on: IF YOU DO NOT RECEIVE ALL OF THE PAGES. PLEASE CALL US BACK AS SOON AS POSSIBLE. USING THE TELEPHONE NUMBER LISTED ABOVE. CONSTRUCTION PROJECT INVOICE Date: 11/17/98 Name of Company: etddress & Zip: Telephone No.: Milestone Contractors LP Milestone Contractors LP P.O. Box 421450 5950 S. Belmont Ave. Indianapolis, IN 46242-1459 (317) - 788 - 1040 (317) - 788 - 1098 Project Name: Hazel Dell Parkway Invoice No.: 020 Construction pay items as per PROGRESS ESTIMATE//020 as shown on the attached invoice dated 11/17/98. Submitted by American Consulting Engineers, Inc. R'//~denes~t~~~ojeet Represf~~~v~ Print Name Project Name: HAZEL DELL PARKWAY Project No.: 97-02 Invoice No.: 020 Period: 10/16/98 Thin 11/15/98 ROAD .............................................................. :I... $ STRUCRJRE NO. 1 STKUCTUKE NO. 2 STRUCTURE NO. 3 (Blue Woods Creek Bridge) ..... ....................... (Cool Creek Bridge) .......... , ......................... (Miteheart Ditch) .................................... BILLING THIS ESTIMATE $ LESS RETAINAGE PKOGRESS ESTIMATE DUE THIS ESTIMATE $ Page 1 of ~ 612,447.49 0.00 0.00 0.00 612,447.49 61.244.75 551,202.74 DATE: 11/i7/98 CITY OF CANNEL CONTRACT: -97525 PROGRESS ESTIMATE ESTIMATE: 020 PROJECT: ROAD PERIOD: 10/16/98 THRU 11/15/98 CONTRACTOR PO NO.: MILESTONE CONTRACTORS, L.P. LETTING: 8/06/97 Page 1 DAN GRESKAMP AMERICAN CONSULTING ENGINEERS, INC. 4165 MILLERSVILLE RD. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 0001 CLEARING AND GRUBBING .1000 LSUM 165,842.52000 16,584.25 0002 EXCAVATION, COMMON 116.0000 CYS 3 25000 377.00 0010 B BORROW 759.3400 CYS 16 00000 12,149.44 0011 COMP. AUG. FOR SURF., O, SIZE NO.73 77.8220 TON 20 87000 1,624.15 0016 BITUMINOUS BASE 5, MV 2,265.2200 TON 20 35000 46,097.23 0018 BITUMINOUS BINDER 8, MV 1,469.5400 TON 21 12000 31,036.68 0019 BITUMINOUS BASE, 5D, MV 621.0~00 TON 20 04000 12,4~5.64 0021 BITUMINOUS SURFACE 11, MV 1,910.6100 TON 31.24000 59,687.46 0023 BITUMINOUS MATERIAL FOR TACK COAT 15.0700 TON 142.05000 2,140.69 0024 GUARDRAiL, W BEAM, 6FT.3IN. SPACING -137.5000 LFT 10.73000 (I,475.38) 0025 GUARDRAIL END TREATMENT, 1 -1.0000 EACH 619.30000 (619.30) 0026 CURB RAMP, CONCRETE 47.5400 SYS 18.58000 883.29 0028 COLORED AND PATTERNED CONCRETE 664.0000 SYS 20.00000 13,280.00 0029 CURB AND GUTTER, CONCRETE 7,438.0000 LFT 5.86000 43,586.68 0031 BITUMINOUS MIX. FOR APPROACHES, MV 706.6700 TON 34.25000 24,203.45 0032 CEMENT CONC. PAVE. FOR DRIVE., 6IN. 52.8800 SYS 24.87000 1,315.13 0033 GEOGRID, BIAXIAL 384.3600 SYS 2.87000 1,103.11 0037 MOBILIZATION AND DEMOB. FOR SEEDING -.7500 EACH 541.88000 (406.41) 0038 MULCHED SEEDING, R 38,720.0000 SYS .36000 13,939.20 0039 SODDING 780.0000 SYS 2.43000 1,895.40 0044 PIPE, REINFORCED CONCRETE, 18 IN. 286.2000 LFT 22.60000 6,468.12 0050 SANITARY MANHOLES 2.0000 EACH 2,057.57000 4,115.14 0051 PIPE, RNF. CNC., HEIII 91IN.X 58IN. 125.0000 LFT 187.71OO0 23,463.75 0052 PIPE, RENF. CONC., CLASS III, 481N. 36.0000 LFT 67.33000 2,423.88 DATE: 11/17/98 CITY OF CARMEL CONTRACT: -97525 PROGRESS ESTIMATE ESTIMATE: 020 PROJECT: ROAD PERIOD: 10/16/98 THRU 11/15/98 CONTRACTOR PO NO.: MILESTONE CONTRACTORS, L.P. LETTING: 8/06/97 Page 2 DAN GRESKAMP AMERICAN CONSULTING ENGINEERS, INC. 4165 MILLERSVILLE INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 0055 PIPE, REINFORCED CONCRETE, 12 IN. 752.9000 LFT 19.74000 1¢,862.25 0057 PIPE, REINF. CONC., III, 60 IN. 16.0000 LFT 190.42000 3,046.72 0065 PIPE, PVC, 8 IN. 573.0000 LFT 14.11000 8,085.03 0066 PIPE, REINFORCED CONCRETE, 24 IN. 36.0000 LFT 26.05000 937.80 0067 PIPE, REINFORCED CONCRETE, 15 IN. 562.0000 LFT 19.83000 11,144.46 0071 CASTING, ADJUST TO GRADE 1.0000 EACH 241.13000 241.13 0072 MANHOLE, ADJUST TO GRADE 9.0400 LFT 264.56000 2,391.62 0073 INLET, E7 1.0000 EACH 652.64000 652.64 0075 INLET, JlO 2.0000 EACH 850.89000 1,701.78 0076 INLET, MIO 1.0000 EACH 866.97000 866.97 0080 CATCH BASIN, E7 2.0000 EACH 692.29000 1,384.58 0081 CATCH BASIN, KIO 7.0000 EACH 9~5.20000 6,616.{0 0082 MANHOLE, C4 6.0000 EACH 1,079.15000 6,~74.90 0085 MANHOLE, K4 1.0000 EACH 2,686.63000 2,686.63 0092 CONSTRUCTION SIGN, A 2.0000 EACH 278.68000 557.36 0093 TEMPORARY PAVEMENT MARKING, 1,4{9.0000 LFT 1.03000 1,492.47 I, YELLOW, { IN. 009~ TEMPORARY PAVEMETN MARKING, I15.5000 LFT 1.03000 118.97 I, WHITE, 4 IN. 0095 SIGN, SHEET, ENCLOSED LENS 51.0000 SFT 1.01000 51.51 WITH LEGEND (0.080 IN. THICKNESS) 0096 SHEET SIGNS, ENCLOSED LENS 27.0000 SFT 13.09000 353.43 WITH LEGEND, 0.100 IN. THICKNESS 0097 SIGN, SHEET, ENCAPSULATED LENS 381.1600 SFT 17.21000 6,559.76 WITH LEGEND (0.100 IN. THICKNESS 0098 SIGN POST, A 1,O94.6600 LFT 5.67000 6,206.72 DATE: 11/17/98 CITY OF CANNEL CONTRACT: -97525 PROGRESS ESTIMATE ESTIMATE: 020 PROJECT: ROAD PERIOD: 10/16/98 THRU 11/15/98 CONTRACTOR PO NO.: MILESTONE CONTRACTORS, L.P. LETTING: 8/06/97 Page 3 DAN GRESKAMP AMERICAN CONSULTING ENGINEERS, INC. 4165 MILLERSVILLE RD. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 0099 SIGN POST, B 244.0000 LFT 5.78000 1,410.32 0103 CONDUIT, STEEL, GALVANIZED, 2 IN. 155.0000 LFT 12.17000 1,886.35 0121 SERVICE POINT, II -2.0000 EACH 3,262.12000 (6,524.24) 0134 LINE, PAINT, SOLID, WHITE, 4 IN. 166.0000 LFT .05000 8.30 0135 LINE, PAINT, SOLID, YELLOW, 4 IN. -32.0000 LFT .05000 (1.60) 0138 TRANSVERSE MARKINGS, THERMOPLASTIC, 842.0000 LFT .83000 698.86 CROSSWALK LINE, 6 IN. 0139 PAVEMENT MESSAGE MARKINGS, 4.0000 EACH 46.45000 185.80 THERMOPLASTIC, LANE INDICATION ARROW 0140 PAVEMENT MESSAGE MARKINGS, 4.0000 EACH 56.77000 227.08 THERMOPLASTIC, WORD (ONLY) 01~i LINE, PAINT, SOLID, YELLOW, 12 IN. 55.5000 LFT 1.29000 71.60 0142 FIELD OFFICE, 550 SQ FT. 1.0000 MOS 1,448.10000 1,448.10 01t3 MAINTAINING TRAFFIC .0500 LSUM 72,736.09000 3,636.80 0146 CPM SCHEDULING .1000 LSUM ~,071.65000 107.17 0147 MATERIAL TESTING .0500 LSUM 22,707.55000 ~,135.38 0219 BITUMINOUS BASE 8C, MV 303.0700 TON 24.38000 7,388.85 0220 COMPACTED AGGREGATE FOR BASE 709.7500 TON 8.81000 6,252.90 SIZE NO. 53 0222 LIME STABILIZATION -69,192.1700 SYS 2.97000 (205,500.74) 0224 WASTE EXCESS COMMON EXCAVATION 4,860.0000 CYS 6.25000 30,375.00 N 0226 CONTRACT COMPLETION INCENTIVE 30.0000 DAY I0,000.00000 300,000.00 (ORIGINAL) 0240 CONCRETE PAVEMENT REMOVAL 300.0000 SYS 15.70000 4,710.00 0260 BITUMINOUS BINDER 8, LV 20.2400 TON 27.11000 548.71 0261 BITUMINOUS SURFACE II, LV 749.8000 TON 3~.70000 26,018.06 DATE: 11/17/98 CITY OF CARMEL CONTRACT: -97525 PROGRESS ESTIMATE ESTIMATE: 020 PROJECT: ROAD PERIOD: 10/16/98 THRU 11/15/98 CONTRACTOR PO NO.: MILESTONE CONTRACTORS, L.P. LETTING: 8/06/97 Page 4 DAN GRESKAMP AMMERICH CONSULTING ENGINEERS, INC. {165 MILLERSVILLE RD. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 026{ 'ONE WAY" SIGNS 2.0000 EACH 70.00000 1{0.00 N 0269 COMMON EXCAVATION FOR WIDENING 3,500.O000 CYS 11.{2000 39,970.00 0276 NO. 5 BASE, TWO LIFTS FOR WIDENING -30.6{00 TON 26.50000 (811.96) 0282 THERMOPLASTIC, SOLID, WHITE, { IN. 2,595.0000 LFT .39000 1,012.05 0283 THERMOPLASTiC, BROKEN, WHITE, { IN. 3,770.0000 LFT .39000 1,{70.30 028{ THERMOPLASTIC, SOLID, YELLOW, { IN. 3,728.0000 LFT .39000 1,453.92 N 0288 W-BEAM GUARDRAIL ~ 96TH STREET 137.5000 LET 17.30000 2,378.75 DATE: 11/17/98 CITY OF CANNEL CONTRACT: -97525 PROGRESS ESTIMATE ESTIMATE: 020 PROJECT: ROAD PERIOD: 10/16/98 THRU 11/15/98 CONTRACTOR PO NO.: MILESTONE CONTRACTORS, L.P. LETTING: 8/06/97 Page 5 DAN GRESKANP AMERICAN CONSULTING ENGINEERS, INC. 4165 MILLERSVILLE RD. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 612,~47.{9 LiQUiDATED DANAGES OTHER DEDUCTIONS PURSUANT TO THE PROVISION AND PENALTIES OF iC 1971 5-11-10 I HEREBY CERTIFY THAT THE FOREGOING ACCOUNT IS JUST AND CORRECT, THAT THE AMOUNT CLAIMED IS LEGALLY DUE, AFTER ALLOWING ALL jUST CREDITS, AND THAT NO PART OF THE SANE HAS BEEN PAID. c,, tl CONTRACTOR ' PER PLANS, SPECIFICATIONS, AND/OR SPECIAL PROVISIONS, THE FOLLOWING CONDITIONS APPLY ON THIS ESTIMATE. ERECTION OF BARRICADES YES NO , ERECTION OF DETOUR SIGNS YES NO , CURING OF CONCRETE YES NO , MAINTENANCE OF TEMPORARY RUNAROUNDS YES NO , PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD)Q'SHOULD NgBE DELAYED. PROJECT ENGINEER DATE DISTRICT DATE OPERATIONS SUPPORT DATE