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Home My WebLink AboutCC-07-06-98-01 Hazel Dell PaymtResolution No. CC-07-06-98-01 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 Carreel, 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 ~ 7t~ day of ~./~ ,1998, by a vote of ayes and nays. Pr ~ O ~ce X , ,R~de ~ N.L. R Billy ~Walker ATTEST: Diana L. Cordray, C~ Presented by me to the Mayor of the City of Carmel, Indiana the do/A day of ./~ ,1998. Diana L. Cordray, 21iUr - Approved by me, Mayor of the City of Carmel, Indiana, of .~ ,1998. inard, Mayo& t ~ f ATTEST: Diat~a L. Cordray, C1 EXHIBIT A PAYMENT REQUISITION NO. 18 PAYEE Milestone Contractors P.O. Box 421450 5950 S. Belmont Ave. indianapolis, IN 46242-1459 Sundown Gardens, Inc. 13400 Old Meridian St. Carmel, IN 46032 l-l amilton County Highway Dept. ~ 71 7 E. Pleasant St. Nob!esville, IN 46060 AMOUNT DUE $499,813.21 $103,884.89 $ 9,697.60 CHARACTER OF EXPENDITURE Construction costs in connection with Hazel Dell Parkway. Landscaping for Hazel Dell Parkway. Tapers installed for 96th St. & Hazel Dell Parkway. Total $613,395.70 C,6/22/98 !i:.:.'~ AMErcICAN CONSULTING ENGINEERS, INC, .. ... ~, ARCHITECTS I EN INEERS ~~ :165 M LLERSVILLE ROAD INDIANAPOLIS, INDIANA 46205-2998 G · . ,, _ 17-547-5580 FAX 317,543,0270 TELECOPIER COVER LETTER Please deliver the following pages immediately to: ,,/ c o ~o~ ~: ('3/T >.' OF' From: Date: A.C.E. Project No.: 6-//- ~ Fox number called: Total number of pages, including cover letter: Telecopier operator for this transmission: 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: 619198 Name of Cornpany: Milestone Contractors LP Address & Zip: Miles'tone Conh-actors LP P.O. Box 421450 5950 S. Belmont Ave. Indianapolis, IN 46242,1459..' Telephone No.: (317) - 788 - 1040 Fax No.: (317) - 788 ~ 1098 Project Name: Hazel Dell Parkway Invoice No.: 010 Construction pay items as per PROGRESS ESTIMATE #010 as ~hown on the attached invoice dated . 6/9/98 ........ Submitted by American Consulting Engineers, Inc. Resident Project Reprfs/eentativ~ "/~ Print Name Project Name: HAZEL DELL PARKWAY Project No.: 97-02 Invoice No.: 010 Period: 5/1/98 Thru 5/31/98 8'IXU~ NO. 1 (Blue Woods Creek Bridge) ............................ 160,794.24 STKUCTURE NO. 2 (Cool Cmtc Bridge) ..... -:. ............................ ' 15,564.52 STRUCHJRE NO. 3 (Mitchener Ditch) ....................................... . ' ......BILLIlirG'IHIS ES'rm 'T : ;' $' 555,348:or:' !, · . .. .... ~..~..~ ...... - ,._.~,..~:-...~.,: .... - LESS-RETAINAGIi PKOGKESSESTIMA~ 55,534.80.-; --' DUETHIS E~TE- -. $- 499,813.2t DATE: 6/09/98 CONTRACT: -97525 ESTIMATE: 010 PROJECT: ROAD PERIOD: 5/O1/98 THRU 5/31/98 PO NO.: LETTING: 8/06/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR MILESTONE CONTRACTORS, L.P. PaGe 1 DAN GRESKAN.P AMEtlCAN CONSULTING ENGINEERS, INC. 4165 MILLERSVILLE RD.- INDPLS., IN ITEM QUANTITY UNIT UNIT PRICE EXTENSION ITEMS OF CONTRACT 0002 EXCAVATION, COMMON 14,340.0000 CYS 3.25000 46,605.00 0003 BORROW 9,546.0000 CYS 3.25000 31,O24.50 0004 T.E.S.C., PERIMETER PROTECTION 200.0000 LFT 1.65000 330.00 0006 'T.E.S.C., STRAW BALE DITCH CHECK 180.0000 LFT 2.32000 417.60 0008 T.E.S.C., DROP INLET PROTECTION 2.0000 EACH 67.09000 134.18 0010 B BORROW 498.2000 CYS 16.0OO00 7,971.20 0011 COMP. AGG. FOR SURF., O, SIZE NO.73 35.7200 TON 2'0.87000 745.48 0012 COMP. AGG. FOR BASE, O, SIZE NO. 53 395.4400 TON 13.O1000 5,144.67 0016 BITUMINOUS BASE 5, MV 683.2500 TON 20.35000 13,904.14 O018 BITUMINOUS BINDER 8, MV 5,095.11OO TON 21.12000 107,608.72 0019 BITUMINOUS BASE, 5D, MV 3,042.8100 TON 20.04000 60,977.91 OO21 BITUMINOUS SURFACE 1i, MV 10.0OOO TON 31.24OOO 312.40 0022 BITUMINOUS MATERIAL FOR PRIME COAT -956.2000 TON 202.38000 (193,515.76) 0023 BITUMINOUS MATERIAL FOR TACK COAT 2.5900 TON 142.O5000 367.91 = 0029 CURB AND GUTTER, CONCRETE 9,250.0000 LFT 5.86000 54,205.00 0031 BITUMINOUS MIX. FOR APPROACHES, MV 125.6000 TON 34.25000 {,301.80 0032 CEMENT CONC. PAVE. FOR DRIVE., 6IN. 1,071.5900 SYS 24.87000 26,650.44 0033 GEOGRID, BIAXIAL 2,462.8700 SYS 2.87000 7,068.44 0036 POND LINER FOR WELLHEAD PROTECTION 2,587.17OO SYS 7.41000 19,170.93 0048 PIPE, REINFORCED CONCRETE, 21 IN. 123.2000 LET 23.92000 2,946.94 0055 PIPE, REINFORCED CONCRETE, 12 IN. 2,496.8000 LFT 19.74OO0 49,286.83 0059 PIPE, GROUP K, 6 IN. 5,779.0000 LET 2.12000 12,251.48 0060 PIPE END SECTION, 12 IN. 8.0000 EACH 167.26000 1,388.08 0061 PIPE END SECTION, 15 IN. 1.0000 EACH 186.60000 186.60 DATE: 6/09/98 CONTRACT: -97525 ESTIMATE: 010 PROJECT: ROAD PERIOD: 5/01/98 PO NO.: - LETTING: 8/06/97 INDIANA UEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE THRU 5/31/98 CONTRACTOR .... - ............... =;- MILESTONE CONTRACTORS,' L.P; Page 2 DAN GRESKANP AMERICAN CONSULTING ENGINEERS. 4165 MILLERSVILLE RO. INOPLS., I~ ..... _ ITEM ITEMS OF CONTRACT ............................~"- QUANTITY UNIT UNIT PRICE ' EXTENSION 0062 PIPE END SECTIOB~:r 18 IN..: "' ;'- ..... 1.0000 EACH 204.75000 204.75 0064 PIPE END SECTION, 30 IN. 3.0000 EACH 527.46000 1,582.38 ....................... ,, .......... ,., ........... , ................................ , ......................................... ,...~. 0067 PIPE, REINEORCED CONCRETE, 15 IlL' ...... 581.2000' LFT 19.83000 11,525.20 ..... , ............................................. , ....................................................... ,,-,--, ..... ,.,,..,, 0068 ' AGGREGATE FOR UNDERDRAINS 418.7600 CYS 21.68000 9,078.72 - ............................... , .............. , .............................. ,..., ..................... , .........,_, .....'~...,,.~ 0070 PIPE, PVC OUTLET, SCHEDULE 40, 6IN. 55.0OO0 LET 12.39000 .............................................................................. ~ ..... , .......,.., ......... , ................... ,,, 0071 CASTING, AllJUST TO GRAI3E I..OOOO EACH 241.130OO 241.13 ........ , ................................ , ........., ....., ...................... , ................... , ......................... , 0072 MANHOLE, ADJUST TO GRADE 4.0000 LET 264.56000 1,058.24 ............................................. , .................................................................. - .............. 0073 INLET, E7 2.0000 EACH 652.64000 1,305.28 ..................................................................................................................... - ......... 0075 INLET, JlO 22.0000 EACH 850.89000 18,719.58 ......... , ..................................................................................................................... 0076 INLET, MIO 4.0000 EACH 866.97000 3,467.88 ................................................................................................................ - .......... ,... 0077 INLET, T14 1.0000 EACH 1,142.38000 1,142.38 ................................. , ....................... ,, .................................................................... 0080 CATCH BASIN, E7 1.0000 EACH 692.29000 692.29 ................................................................................ - ............. , ................................ 0081 CATCH BASIN, K10 3.0000 EACH 945.20000 2,835.60 ............................................................................................................. - ................. 0082 MANHOLE, C4 4.0000 EACH 1,079.15000 4,316.60 ............................................................................................................................... 0142 FIELD OFFICE, 550 SQ FT. 1.0000 MOS 1,448.10000 1,448.10 ....................................................... - ............................................................ - .......,,. 0143 MAINTAINING TRAFFIC .1000 LSUM 72,736.09000 7,273.61 ........... , ................................................................................................................... 0144 CONSTRUCTION ENGINEERING -.6400 LSUM 237,397.10000 (151,934.14) ............................................................................................................................... 0146 CPM SCHEDULING .1000 LSUM 1,071.65000 107.17 ................. , .............................. , ......, ....................................................................... 0147 MATERIAl, TESTING .1500 LSUM 22,707.55000 3,406.13 .................................................................................................... ' .................... , ..... 0219 BITUMINOUS BASE 8C, MV 2,047.8900 TON 24.38000 49,927.56 .................................................................................................................. ' ......... 0220 COMPACTED AGGREGATE FOR BASE 5,714.2300 TON 8.81000 50,342.37 SIZE NO. 53 ....................................... ,., ...................... , ............ , ............................... - ................. 0224 WASTE EXCESS COMMON EXCAVATION 142.0000 CYS 6.25000 887.50 , ......... , ........................... ,., .............. , ............................................. - ........... , ...... ,,..,.. N 0231 65' MAST ARM SIGNAL POLE. 3.0000 E 8,575.78000 25,727.34 DATE: 6/09/98 CONTRACT: -97525 ESTIMATS: 010 PRO3ECT: ROAD PERIOD: 5/0W98 PO NO.: LETTING: 8/06/97 INDIANA DEPARTNENT OF TRANSPORTATION PROGRESS ESTIMATE THRU 5 / 3 ~. / 98 CONTnCTOR " MILESTONE CONTRACTORS, L-P. "' ,--~"--Page 3 DAN GRESKANP ANERICAN CONSULTING ENGINEERS, INC. . 4165 NILLERSVILLE RD. INDPLS., IN ITEM ITENS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION N 0236 CONTROLLER & CABINET, 8 PHASE, TS2 1.OO00- E '- 12,165.73000 12,165.73 N 0241 NOTCH 48 IN. REIN[. CONC. PIPE SAN. 1.0000 LSUM 73-7.00000 .. 737.00 N 0245 CONC~TE R~OVAL ION STORM SEWER -- 520.2000 CYS 29.25000 15,215.85 N 0246 VALLET CURB 819.0000 LFT 11.00000 9,009.00' ......... i .................. , .......... ,,,,,,,, ..... , .............. , ............... , .............. ,,,,,,,,,,,,, ....... ,_,,,,,,, N 0255 6' PVC IRRIGATION SLEEVES 1,4711'0000 LIT 11.62000 17,093.02 .- DATE: 6/09/98 CONTRACT: -97525 ESTIMATE: 010 PROJECT: ROAD PERIOD: 5/01/98 PO NO.: LETTING: 8/06/97 THRU 5/31/98 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR MILESTONE CONTRACTORS, L.P. DAN GRESKANP AMERICAN CONSULTING ENGINEERS, INC. . 4165 MILLERSVILLE RE. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 357,692.21 LIQUIDATED DAMAGES 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 SAME HAS BEEN PAID. CONTRACTOR DATE PER PLANS, SPECIFICATIONS, AND/OR SPECIAl, PROVISIONS, THE FOLLOWING CONDITIONS APPLY ON THIS ESTIMATE. ERECTION OF BAaJIICADES 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) (SHOULD NOT) BE DELAYED. PROJECT ENGINEER DATE DISTRICT DATE OPERATIONS SUPPORT DATE DATE: 6/10/9S CONTRACT: -97525 ESTINATE: 010 PROJECT: STRUCTURE 1 PERIOD:- 5/O1/98 THRU 5/31/9~ PO NO.: LETTING."""'.8/06/~? INOIAN~ OEPARTKENT O[ TRANSPORTATION ..... ~- ......... = ..............~,~- Page PROGRESS ESTINATE DAN GRESIANP - ANERICAN CONSULTING ENGINEERS, INC..~. CONTRACTOR ..... 4165 MILLERSVILLE NILESTONE CONTRACTORS, L.P. INDPLS., IN =i' ' ITli · iTliS OF CONTRACT='--~'--"'---' .... ~:'=--'-- QUANTITI'= ........UNI7'= .......UNIT PRICE ........ EXTENSIO~- O15I .... CliENT CONCRETE PAVEHNT, .... .......... 161.0OOO SYS'; 40.0000~ 6,440.0e ;-~:. REINFORCED, 10 IN. 0152 CURB, INTEGRAL, CONCRETE 216.0000 LFT 15~00000 3,2{O.00 0153 GEOTEXTILES 36.0000 SYS 2.50000 90.00' O154 RIPRAP, REVETMENT 18 IN. 21.3900 TON 16.0OOOO 342.24 O158 REINFORCING STEEL 4,O70.0OO0 LBS .45000 1,831.50 0159 REINFORCING STEEL, EPOXY COATED 47,324.0000 LBS .50000 23,662.00 O161 CONCRETE, C, IN SUPERSTRUCTURE 234.3000 CYS 375.00000 87,862.50- 0162 CONCRETE BRIDGE RAILING TRANSITION, 4.00OO EACH 1,750.OOOOO 7,000.00 NODIFIEO O163 CONCRETE, C, RAILING 179.0000 LFT 130.O0000 23,270.00 0503 COLORED AND PATTERNED CONCRETE 294.0000 SYS 24.00000 7,056.00 DATE: 6/10/98 CONTRACT: -97525 PROJECT: STRUCTURE PERIOD: 5/01/98 THRU 5/31/98 PO NO,: LETTING: a/06/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR MILESTONE CONTRACTORS, L.P. ITEM ITEMS OF CONTRACT QUANTITY UNIT DAN GRESKAMP AMERICAN CONSULTING ENGiNEERS, INC. 4165 MILLERSVILLE RD, INOPLS,, IN ~ UNIT PRICE EXTENSION 160,794.24 LIQUIDATED DAMAGES OTHER DEDUCTIONS PURSUANT TO THE PROVISION AND PENALTIES OF IC 1971 5-11-10 I HUEBY 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. CONTRACTOR DATE 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 RUNHOUNDS YES NO , PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE {SHOULD) {SHOULD NOT) BE DELAYED. NG / DATE PROJECT E INEER DISTRICT DATE OPERATIONS SUPPORT DATE ?ez, fe 7 DATE: 4/10/98 CONTRACT: -97525 ESTIMATE: 010 PROJECT: STRUCTURE 2 PERIOD: 5/O1/98 THRU 5/31/98 PO NO.r LETTING: 8/06/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTI]O, TE CONTRACTOR MILESTONE CONTRACTORS, L.P. Page DAN GRESKANP AMERICAN CONSULTING gGINEBRS, LINC. 4165 MILLERSVILLE RD. INDPLS., I~ .... ITFJ{-- ......IT~S DE CONTRACT .......~ ....... .........~ ........QUANTITY UNIT UNIT PRICE EXTENSION 0171 B BORROW FOR STRUCTURE BACEFILS;'-'-~ ....... 151.6600 CYS- 30.00000 (4,50.80) O175 GEOTEXTILBS ' 36.0000 SYS 2.50000 90.00 0176 PEPRAP, REVETMENT 18 IN. 20.7700 TON-- 16.0OOOO 332.32 0178 CONCRETE, A, SUBSTRUCTURE 37.8000 CYS 375.00000 0179 CONCUTE, B, FOOTINGS -7.0000. CYS' 375.00000 0181 REINFORCING STEEL, EPOXY COATED 2,334.0000 LBS .50000 1,167.00 0183 CONCRETE, C, IN SUPERSTRUCTURE 18.6000 CYS 375.00000 6,975.00 DATE: 6/10/98 CONTRACT: -97525 ESTIMATE: 010 PROJECT: STRUCTURE 2 PERIOD: 5/01/98 THRU 5/31/98 PO NO.: LETTING: 8/06/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR MILESTONE CONTRACTORS, L.P. IT~ ITEMS OF CONTRACT QUANTITY UNIT DAN GRESKANP AMERICAN CONSULTING ENGINEERS-, INC. 4165 MILLERSVILLE INDPLS., IN UNIT PRICE EXTENSION. 15,564.52 LIQUIDATED OANAGES 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 SAME HAS BEEN PAID. ~Cac, r~9. 3 [3~ ,. ~_ G A, / <~ a CONTRACTOR DATE 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)~dSHOULD NOTT~BE DELAYED. · · ""'hDJ~CT {NGINEER / > DATE DISTRICT DATE OPERATIONS SUPPORT DATE /~e. ~P o~// BATE: 6/10/98 CONTRACT: ESTIMATE: 010 PROJECT: STIUCTURE PERIOB: 5/0~/98 T~RU 5/31/98 PC NO.: LETTING: 8/06/97 INBIANA BEPARTNENT OF TRANSPORTATIOt PROGRESS ESTIMATE CONTRACTOR NILESTONE CONTRACTORS, L.P.. Page DAN GRESKANP ANERICAN CONSULTING ENGINEERS, INC,' 4165 NILLERSVILLE RD. INBPLS., IN- ITEM' ITEMS OF CONTRACT'~ QUANTITY UNIT UNIT PRICE EXTENSION ---~; 0197 GEOTEXTILES .......... 920.00OO SIS 2.50000 · 2,300.0~ 0198 RIPRAP, REVETMENT 18 IN. 860.19OO TON 16.00000 13,763.04 0201 CONCRETE, B-, FOOTINGS 12.8000. CYS 375.00000 4,800.00 0203. REINFORCING STEEL, EPOXY COATEO 868.0000 LBS .50000 434.00-- 21,297.04 DATE: 6/10/98 CONTRACT: -97525 ESTIMATE: 010 PROJECT: STRUCTURE 3 PERIOD: 5/01/98 THRU 5/3i/98 PO NO.: ..... LETTING: 8/06/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR MILESTONE CONTRACTOR3-, L.P., ..... Page DAN GRESKANP AMERICAN CONSULTING ENGZNEERS, ZNC, 4165 KILLERSVILLE RD. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION LIQUIDATED DAMAGES 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. CONTRACTOR DATE 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 {SHOULU)d'~'6~Lb NOD)BE DELAYED. P~ H N GI/~'~~NEER~ DATE DISTRICT DATE OPERATIONS SUPPORT DATE ff CONSTRUCTION PROJECT INVOICE- .... Nar,~ of Co~y: Address & Zip: Sundown Gard~m Sundown Gardens, Inc. 13400 Old Merdian St. Cannel, IN 46032 Telephone No.: (317) - 846-0620 Project Name: Hazel Dell Parkway Landpin8 Invoice No.: 003 Constnwtion pay items as p~ PROGRESS ESTIMATE ~]03 as shown on the auached invoice dated 6/01/98. ~; Submitted by American Consulting Engineers, Inc. Project Name: HAZEL DELL PARKWAY LANDSCAPING Project No.: 97.-08 Invoice No.: 003 P~riod.' 5/01/98 Thru 5/31/98 LANDSCAPE ........ ,.. ................................................................. $115,427.66. BILLING THIS ESTIMATE ..... $115,427.66 · LESS RETAINAGE PKOC. d~SS ESTIMATE~ ............. t 1,542.77.. ........... DUE THIS' ESTIMATE~ ............................................$I03,884.89 ": DATE: 6/01/98 CONTRACT: -97526 ESTIMATE: 003 PROJECT: LANDSCAPE PERIOD: 5/01/98 THRU 5/31/98 PO NO.: LETTING: 12/17/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR SENDOWN GARDENS ....................... Page OAN GRESKANP AMERICAN CONSULTING ENGINEERS, INC. 4165 MILLERSVILLE RO. INOPLS., IN -- ITEM ITEMS OF CONTRACT QUANTITY 0001 PINUS NIGRA 28.0000 UNIT UNIT PRICE EXTENSION 148.28000 4,151.84 0002 PICEA ARIES - 29.0000 EACH 150.97000 4,378.13 -. 0006 TAXODIUM OlSTICHU{ ...... 2.0000 EACH 385.83000 771.66 0007 FRAXINUS AMERICANA 3.0000 EACH 346.21000 1,038.63 'NABSHALLS SEEDLESS' 0009 FRAXINUS AMERICANA 29.0000 EACH 363.18000 10,532.22 'AUTUMN APPLAUSE' 0010 GYMNOCLADUS OlOICUS 12.0000 EACH 427.86000 5,134.32 0011 ACER SACCHARUM 'GREEN MOUNTAIN' 35.0000 EACH 374.51000 13,107.85 0012 ACER RUBRUM 'FRANKSRED' S.O000 EACH 349.06000 1,745.30 0013 ACER RUBRUN 'FRANKSRED' 4" CAL. 31.0000 EACH 702.75000 21,785.25 0015 GLEDITSIA TRIACANTHOS INERMIS 19.0000 EACH 349.06000 6,632.14 'SKYCOLE' 0016 GLEDITSIA TRIACANTHOS INERMIS 2.0000 EACH 724.40000 1,448.80 'SKYCOLE ' 4' 0019 ACER CANPSTRE 11.0000 EACH 261.32000 '2,874.52 0021 CRATAEGUS PHAEMOPYRUN 33.0000 EACH 249.99000 8,249.67 0024 MALUS 'PRAIRIEIRE' 10.0000 EACH 289.61000 2,896.10 0040 SEEDLING(PROTECTIVE TUBE, 2,612.7112 EACH 6.89000 18,001.58 FERTILIZER, WEED BARRIER AND STAKES N 0045 SITE PREPARATION 11.40OO 11.4 46.65000 531.81 N 0046 SEEDING 11.4000 11.4 1,065.60000 12,147.84 DATE: 6/01/98 CONTRACT: -97526 ESTIMATE: 003 PROJECT: LANDSCAPE PERIOD: 5/01/98 THRU 5/31/98 PO NO.: LETTING: 12/17/97 INDIANA DEPARTMENT OF TRANSPORTATION PROGRESS ESTIMATE CONTRACTOR SGNDOWM GARDENS Page 2 DAN GRESKANP ANERICAN CONSULTING ENGINR__ER_S, INC, 4165 NILLERSVILLE RD. INDPLS., IN ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION 115,427.66 LIQUIDATED DAMAGES 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 LEGAL , AFTER ALLOWING ALL JUST CREDITS, AND THAT NO PART OF THE SANE HAS BEEN PAID. PE~ 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 , NAHTENANCE OF TEMPORARY RUNARO~DS YES NO , PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD) (SHOULD NOT) BE DELAYED. DATE DISTRICT DATE OPEKATIONS SUPPORT DATE June 1, 1998 The Honorable James Brainard Mayor, City of Cannel 1 Civic Square Cannel, Indiana 46032 Invoice for: Hazel Dell Parkway Tapers HCHD # M-97-0028 Dear Mayor Brainard: Attached is a copy of the change order # 1 from Calumet Asphalt Paving Company, Inc. (our 96th Street Contract #5 Contractor) for the Hazel Dell Parkway tapers for a total of $9,697.60. We are requesting reimbursement for these costs in accordance with Section # 1 d of our interlocal agreement dated September 3, 1997. Any additional costs incurred will be invoiced at a later date. Please submit a check made out to the Hamilton County Treasurer in the amotmt of $9,697.60. If you have any questions, please call me at 773-7770. Sincerely, Les K. Locke, P.E. County Highway Engineer LKL:gh 6/1/98.a Attachments cc: Tom K. Stevens 1717 PLEASANT STREET NOBLESVILLE, INDIANA 46060 (317) 773-7770 H~HO FORM1063 03'24-92 "'~MILTON COUNTY HIGHWAY DEPARTMENT Project No. N/A Project Description: CHANGE ORDER Contract' No. East 96th St., River Road to Allisonville Road (Paving) Page: Change Order No. E-1 Whereas,-'the Standard Specffications for this contract provides for such work to be performed, the following change is recommended. (Give location, description and reason) The followin.cl chan.cle order is for the Hazel Dell Parkway tapers as shown on the attached sheets. All of the fo!lowin,Q costs are to be reimbursed by The City of Carreel. The addition of item 61: Additional work for asphalt placement, see attached sheets for details, location A and C. Items: 9, 11, 14, and 16: Additional asphalt needed for Hazel Dell Parkway tapers to 96th street. ITEM NO. DESCRIPTION OF ITEM EW61 Bituminous Handwork 9 QC/QA HMA Base 25.0 rnm, Shoulder 11 QC/QA HMA Intermediate 19.0 mm, Shoulder 14 HMA Base 25.0 mrn, Shoulder 16 HMA Base 50.0 rnm, Shoulder UNIT INCREASE PRICE QUANTITY AMOUNT $18.00 124.5 $2;41.0o $25.00 111.8 $2,795.0o $29.00 45.7 $1,325.3o $24.00 77.1 $1 ,eso.40 $25.40 58.5 sl ,4as.so DECREASE QUANTITY AMOUNT % CHANGE THIS CO TO DATE 100 100 12.6 12.6 8.4 8.4 11.5 11.5 4.2 4.2 PLACE "EW" FOR EXTRA WORK ITEMS PLACE "FA" FOR FORCE ACCOUNT ITEMS TOTALS $s,e97.eo NET INCREASE ESTIMATED COST $9,697.60 it is the intent of the parties that this change order is full and complete compensation for the work described above. Ncti~ce~tion aPd ccnsent to this change in plans is h,~rohv a,-~.,~,,,,~-dg--d Submitted for Consideration "'~. kJ. ~t~,. Const. P.E. ~"'Z B~ ")r5 Engr. County Dir. Engineer High. Title: (SIGNATURE) (TITLE) (DATE) PORM Z. C.~iH Stk · o~ rn 4288 ' SECTION INDIANA DEPARTMENT OF HIGHWAYS CONSTRUCTION RECORD PAGE NO. 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