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Home My WebLink AboutResolutions - 2002.05.02 - 26917MISCELLANEOUS RESOLUTION 102109 BY: PETER WEBSTER, DISTRICT #22; George Suarez, District #24; Michelle Friedman Appel, District #23; Chuck Moss, District #15 IN RE: ENVIRONMENTAL INFRASTRUCTURE FUND REIMBURSEMENT FOR PROJECT IN THE CITY OF ROYAL OAK - FY 2000, FY 2001, AND FY 2002 ALLOCATIONS TO THE OAKLAND COUNTY BOARD OF COMMISSIONERS Chairperson, Ladies and Gentlemen: WHEREAS the Oakland County Board of Commissioners established an Environmental Infrastructure Funds and Disbursement Policy per Miscellaneous Resolution #99093 in an effort to increase the share of dollars flowing into infrastructure projects for the County and its cities, villages and townships (CVT's); and WHEREAS pursuant to the Disbursement Policy, the City of Royal Oak has submitted a resolution of authorization to the County for reimbursement of expenses incurred in connection with an eligible environment remediation of improvement project; and WHEREAS the City of Royal Oak is requesting reimbursement from the FY 2000, FY 2001, and FY 2002 appropriations for expenses incurred with the 14 Mile Road Relief Sewer and Maxwell Avenue Relief Sewer projects; and WHEREAS the FY 2000, FY 2001 and FY 2002 authorized amount of funding for the City of Royal Oak is $245,308.64 annually from the Environmental Infrastructure Fund as repayment to the City of Royal Oak for expenses incurred in connection with environmental remediation or improvement projects. NOW THEREFORE BE IT RESOLVED that the Oakland County Board of Commissioners approves the project submitted by the City of Royal Oak as eligible for reimbursement from the Environmental Infrastructure Fund. BE IT FURTHER RESOLVED that the Board authorizes a FY 2000, FY 2001 and FY 2002 appropriation in the amount of $245,308.64 annually from the Environmental Infrastructure Fund (Account #90-263255-41000- 3985) to repay the City of Royal Oak for expenses incurred in connection with environmental remediation or improvement projects, once proper invoices are presented. Chairperson, I move the adoption of the foregoing resolution. Pe/e4 )(11. lacigs-1 F4 elilvOtt omfis SimrOL //wily* 141111.4.1A' icy#4411frie• , a it € er oei - Appel. , MEMBER MICHIGAN MUNICIPAL LEAGUE April 4, 2002 Mr. Tim Soave, Manager Oakland County Fiscal Services Division 1200 N. Telegraph Road Pontiac, MI 48341 Re: Environmental Infrastructure Fund Appropriation and Reimbursement Request Dear Mr. Soave: Pursuant to Oakland County Board of Commissioner Miscellaneous Resolution (MR) 99093, the City of Royal Oak hereby requests appropriation and reimbursement under Oakland County's Environmental Infrastructure Fund Program for expenses incurred in connection with two eligible environmental remediation or improvement projects undertaken by our City. Attached in support of this request are the following: 1. APPROPRIATION REQUEST Year 2000 2001 2002 Project Description 14 Mile Rd. Relief Sewer 14 Mile Rd. Relief Sewer Maxwell Ave. Relief Sewer TOTAL O.C. Environ. Infra. Fd. Approp. Request $245,308.64 $245,308.64 $245,308.64 $735,925.92 2. PROJECT DESCRIPTIONS A. 14 Mile Road Relief Sewer: Attached is a copy of City Commission Letter 147 of 7/10/00 giving (1) a short description of the work covered under the "14 Mile Rd. Relief Sewer Project" - Contract S-0003 Part A; (2) a general description of the combined sewer basement flooding areas improved by the work; (3) a 211 Williams Street • P.O. Box 64 • Royal Oak, MI 48068-0064 • Phone Area Code (248) Assessor 246-3110 Building Insp. 248-3210 Cable TV (WROK) 246-3770 City Attorney 246-3240 City Clerk 246-3050 City Manager 246-3200 Code Enforcement 246-3210 Engineering 248-3260 FAX 246-3001 Finance 248-3030 Fire Dept. (Bus) 246-3800 General Info 246-3000 Housing Assistance 246-3130 Human Resources 246-3070 Ice Arena 246-3950 Info Systems 246-3080 Motor Pool 246-3370 Planning & Zoning 246-3280 Police Dept. (Bus). 246-3500 Public Service Dept 248-3300 Purchasing 246-3202 Recreation 246-3180 Rental Assistance 246-3290 Senior/Community Ctr 246-3900 TDD 246-3010 Treasurer 246-3140 Water Bills 248-3180 •• I .11 recycled paper April 4, 2002 Page 2 of 3 Mr. Tim Soave Environmental Infrastructure Fund Appropriation and Reimbursement Request location map of the project; (4) the contractor for the work, (Peter A. Basile Sons, Inc. Livonia, Michigan); (5) City funding source for the work (City Water and Sewer Fund); and (6) the City Contract No. for the work "Contract No. S-0003 Part A." B. Maxwell Avenue Relief Sewer: Attached is a copy of City Commission Letter 108 of 5/21/01 giving (1) a short description of the work covered under the "2001 Sewer and Water Improvements" — Contract S-0101 (Part of this project is the Maxwell Avenue Relief Sewer); (2) a map of the project showing the relief sewer and the general combined sewage basement flooding areas improved by the work, (3) the contractor for the work (L. D'Agostini & Sons, Inc., Macomb Twp. Michigan); (4) City funding source for the work (City Water and Sewer Fund); and (5) the City Contract No. for the work "Contract No. S-0101. 3. ATTACHMENT C: GOVERNING BODY RESOLUTION See attached City Commission resolution authorizing and directing Dick Cole, Royal Oak, Michigan, City Engineer, to request reimbursement of eligible project expenses. 4. ATTACHMENT D: EXPENSE INVOICES The City of Royal Oak, Michigan requests a total reimbursement of $735,925.92 from the 2000, 2001 and 2002 Environmental Infrastructure Fund Appropriations in accordance with the Oakland County Board of Commissioners May 13, 1999 distribution. Cancelled checks documenting payments made to the contractors for the City relief sewer construction covered under City Contract S-0003 Part A and S-0101 are attached. City Expenses Incurred Under Contract #S-0003 Contract Total Contract Retention Contract Date Payment Payment Payment 10/17/00 $228.795.44 $228,795.44 11/14/00 $386,631.08 $386,631.08 12/12/00 $ 77,883.86 $ 77,883.86 6/12/01 $ 35,060.39 $3,411.96 $ 38,472.35 9/04/02 $ 3,832.50 $ 3,832.50 Total $732,203.27 $3,411.96 $735,615.23 NOTE: $700,208.18 of the above contractor payment is for Part A of Contract S-0003 for the "14 Mile Rd Relief Sewer". April 4, 2002 Page 3 of 3 Mr. Tim Soave Environmental Infrastructure Fund Appropriation and Reimbursement Request City Expenses Incurred Under Contract #S-0101 Contract Total Contract Retention Contract Date Payment Payment Payment 8/21/01 $116,448.21 $116,448.21 9/18/01 $136,587.69 $136,587.69 10/16/01 $167,692.58 $167,692.58 11/13/01 $116,478.52 $116,478.52 12/11/01 $355,766.05 $355,766.05 Total $892,973.05 $ 0 $892,973.05 NOTE: $543,117.12 of the above contractor payments through 12/11/01 for City Contract 5-0101 is for the "Maxwell Ave. Relief Sewer". The City understands that the review and processing of this reimbursement request will be governed by the provisions of MR 99093, and certifies that all expenses submitted for reimbursement were incurred in connection with a qualifying environmental remediation or improvement project. If you have any further questions or concerns, please contact me at (248) 246-3260. Sincerely, Dick Cole, P.E. City Engineer L) DC/sm cc: Oakland County Board of Commission file Oakland County Environ. Infrastructure Fund file Richard Eva, Director of Finance Britt Winter, Deputy Director of Finance General\Budget\Environmental Infrastructure Fund Appropriation & Reimb. Req. COMMISSION LETTER #: 147 COMMISSION MEETING OF: 7/10/00 SUBJECT: 2000 SEWER IMPROVEMENTS June 27, 2000 MEMO TO: Lawrence M. Doyle, City Manager FROM: Dick Cole, City Engineer SUBJECT: Bid Evaluation and Award Recommendation for 14 Mile Road Relief Sewer & Crooks Road Storm Sewer, Contract No. S-0003 Bids were received and opened at 2:00 p.m. local time on 6/12/00 at the Royal Oak City Hall for the above subject work. The bid tabulation and award recommendation for the work is shown on Table I attached. GENERAL WORK DESCRIPTION: The work included in Contract No. S-0003 is generally described as follows: Part A - 14 Mile Road Relief Sewer, see Exhibit A attached._ Install 30" to 36" relief sewer on north side of 14 Mile Road between Crooks Road and Briarwood Avenue. This relief sewer will mitigate chronic basement floodings along 14 Mile Road and along the following three streets: Hillcrest Avenue from Nakota to 14 Mile; Woodland Avenue from Nakota to 14 Mile; and Briarwood Avenue from Nakota to 14 Mile. Part B - Crooks Road Storm Sewer, see Exhibit A attached. Install 12" public storm sewer on the east side of Crooks Road and in an easement on private property at the Washington House Apartments (#1210 - #1310 Crooks Road) to improve public and private property surface drainage. The costs for the sewer is to be assessed in accordance with Special Assessment Roll No. 2356. RECOMMENDATION: It is recommended that Peter A. Basile Sons, Inc., of Livonia, Michigan, be awarded Contract No. S-0003 for the bid price of $814,167.23. A , RECOMMENDED GENERAL CONSTRUCTION CONTRACT INFORMATION CONTRACT #: S-0003 TITLE: 2000 Sewer Improvements CONTRA Peter A. Basile Sons, Inc., Livonia, MI WORK DESCRIPTION: BID AMOUNT: NUMBER CF BIDS: RANGE OF BIDS: ESTIMATE: COMPARISON OF BID TO ESTIMATE - % COMPARISON: ESTIMATE STARTING DATE: ESTIMATE COMPLETION DATE: CONSTRUCTION ROAD CLOSURES & DETOURS: 14 Mile Road Relief Sewer - Install 30" to 36" relief sewer on north side of 14 Mile Road between Crooks Road and Briarwood Avenue. Crooks Road Storm Sewer - Install 12" public storm sewer on the east side of Crooks Road and in an easement on private property at the Washington House Apartments (#1210 - #1310 Crooks Road) to improve public and private property surface drainage. S814,167.23 9 S814,167.23 TO S1,204,682.00 S1,021,958.00 20.3% Lower 7/31/00 for 14 Mile Sewer 8/28/00 for Crooks Road Sewer 10/06/00 14 Mile Relief Sewer-Southbound Crooks Road is scheduled to be closed from Maple Road to 14 Mile Rd. for about 3 weeks for the sewer work in Crooks Road. The southbound Detour route will be Maple Rd. west to Woodward, south on Woodward to 13 Mile, east on 13 Mile to Crooks. Westbound 14 Mile to be reduced to one lane between Crooks and Briarwood about 8 weeks for the work. Crooks Road Storm Sewer-Northbound Crooks Road to be closed from Main Street to Washington Ave. for about 2 weeks during the Washington House Apartments sewer work. The detour route for this work will be Main Street north to 12 Mile Rd. and 12 Mile Rd. west to Crooks Rd. CZGGi PROJECT LOCATION MEC PART A CUI2511 0110000e PM: =IA 1[1111 11[1 1 ENDA mmiwi#1.1 !;n:1 v.. All kil,="ti, wri 0 It il ...,--....).1 moo 1 Ilk liT=i4A010411 - ' 4 z.,:n ;,,,, \..1.N-trlt4 , IIV\ , 1 47-'="194[7e-iti V;:l f [ l •--=,,,va-...fi.9litr i ,,:,.,:i ii.. - i „ Ialfilt=tnk . • ... =WI= arbnr.-= lawn low irm PRIM n11,1 1111, 1111.•41 maLMININ Ammnriair•Fir•-n---. lini =Milli " rigms im• =lir-pm ••n•1 1_ ii,, pp 011 .10 stsa. mr+no - -Imiiin 1:1.1111t PI Ell le.---1-.91 NEE arum imm-m um... !Uvula Vii 111n11%Taall NO 11111•MPOLL NIA [ a'rmzi.11P1/ EEE flEm n tO rJIL ;It.KKEEN"-; ' Attrat Vg3 01111tri 3:PN_IL E Poi :Fgek rig, (14 r "17 7 iill;;;;;t; iMa k:4 Eintilt PROJECT LOCATION PART B V411111'1111 ardour,' II 1(111' r--glari g ala-wei it I ukkik" 17 ; ml iiiii 111.19 I I iJ ;NMO..;-s ,64 tr U 15111 (reDeR A IldnA WORD 0:101.0011 \ k itairgA tilieziED3 _,. ,........ ill rr 11141V Viet L'-'11 5 ilw'rill cLia.110orin'uLR,11 in -0-1&; 011=--.5-6==.1.,3=DEEitcloari lopiliii Aiilialwis c2,1c-zn't:#-, ....:-: aulp 11,01 1 1 11[13* -y-Atir2R:711:64-1 ....:-:..."; II I 111 [ 1.4#4.1181E2jElaj. . 7.:* / .;i•;:... ;:.' 5E i .,...,_.., \\...--..,,a,../try.3511milf[ftfilll ‘ IIS_Lzerd, ail, pRo N‘P ),V 441,1147M3 n *.1 LOC . \wij -.Fr OON1111) PA A fritlANTErmizia lall[riti-lok 2000 SEWER IMPROVEMENTS CONTRACT NO. S-0003 EXHIBIT A CITY OF ROYAL OAK, MICHIGAN FORM OF PROPOSAL 2000 SEWER IMPROVEMENTS CONTRACT NO. S-0003 The undersigned,:as bidder, declares that, having carefully examined the site of the proposed work and informed himself fully in regard to the conditions to be met in the performance of the work, and having read and examined the Instructions to Bidders, form of Contract, Plans, and Specifications pertaining to this work, he proposes to furnish all materials, tools, equipment, transportation, labor, supervision, and all else necessary for the satisfactory and complete construction of certain work as described below, in full accordance with, and in complete conformity to, the Plans and Specifications for this work now on file in the office of the City Engineer, City Hall, Royal Oak, Michigan, at and for the following prices named below, to wit: PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT CONTRACTOR CONSTRUCTION STAKING 230 EA 6--c2 50 /,1 07500 SAW CUT 6"-8" CONCRETE PAVEMENT W/ OR 800 LF W/OUT ASPHALT CAP 2, (‘ al/an 00 SAW CUT 4%8" CONCRETE DRIVE, 3 200 LF SIDEWALK, OR 2"-4" ASPHALT PAVEMENT A 6, • 6016 CO REMOVE 6"-8" CONCRETE PAVEMENT OR 200 SY BASE INCLUDING CURBING 4, 'V fil a/614W REMOVE 4"-8" CONCRETE DRIVE OR SIDEWALK 600 SY ol ,4' id% la0 CRUSHED CONCRETE FOR SUBGRADE UNDERCUTTING & MAINTAINING TRAFFIC 200 TON 43 il l 016 S4'00 TEMPORARY PATCHING WITH BITUMINOUS MIXTURE 150 TON 7a77‘ /MR 50 P1 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT _ CROSSING OF EXISTING SEWERS, SEWER 8 EA LEADS, AND WATER MAINS 6/7 7/ W 4; ' 9 CROSSING OF UNKNOWN EXISTING WATER 1 EA SERVICES THAT ARE NOT FIELD STAKED 300 /3 a'60 ' 10 BULKHEAD FOR 4"-12" PIPE NOT SHOWN ON 4 EA PLANS /04. Oi "5/c21/ fi 11 BULKHEAD FOR 15"-27" PIPE NOT SHOWN ON 2 EA PLANS czd no 53. 0 12 CONCRETE GRADE 30M FOR SEWER 15 CY CRADLE & ENCASEMENT /93 ?7 •.7 .9.0 a/ 15 13 LEAKAGE TESTING OF SEWER 500 LF 'V lo 0 woo le 14 CONNECTION TO COUNTY DRAIN MANHOLE 1 LSUM ‘ 0/.36 3/ W3 a( 15 6' DIA. STANDARD MANHOLE INCLUDING CASTING & 15" DIA. DROP CONNECTION 1 EA (M.H. #1) 6700X .4 700 0 16 6' DIA. STANDARD MANHOLE INCLUDING CASTING & 8" DIA. DROP CONNECTION (M.H. 2 EA #5 & 7) G? 776 7? 1/41'553 W 17 6' DIA. STANDARD MANHOLE INCLUDING 6 EA CASTING (M.H. #2, 3, 4, 6, 8 & 9) c7 S18-4/&g . /9907 00' 18 4' DIA. STANDARD MANHOLE INCLUDING 1 EA CASTING (M.H. #10) c7 17/5‘07L5 07 '71 9 3 - 19 REMOVE CATCH BASIN, INLET, MANHOLE, 11 EA OR WATER MAIN GATE WELL M 07c2 4/34' 0? P2 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT - 20 ABANDON CATCH BASIN, INLET, MANHOLE, 3 EA OR WATER MAIN GATE WELL _19sil A a _ dToi 4,a, 21 RECONSTRUCT CATCH BASIN, INLET, MANHOLE, OR GATE WELL UP TO 3' BELOW 3 EA TOP OF MASONRY 9c73 9/ 0177/ 73 22 RECONSTRUCT STRUCTURES-ADDITIONAL DEPTH BELOW 3' FROM TOP OF MASONRY 3 VFT 55" Y-471 /75 3 a 23 ADJUST CATCH BASIN, INLET, MANHOLE, 2 EA GATE WELL, OR UTILITY CASTING aval i r ‘iiie a‘o 24 REMOVE AND REPLACE CASTING 1,250 LB 9.57. j0107,5 D 0 25 2' DIAMETER INLET INCLUDING CASTING 7000 1 EA 1/41 746 ._ 26 2' DIAMETER CATCH BASIN INCLUDING 0 EA 000 000 CASTING 27 2' DIAMETER CATCH BASIN INCLUDING 074 30ger 2 EA CASTING & TRAP 4/16 5194 ‘7 28 4' DIAMETER CATCH BASIN INCLUDING 6 EA CASTING & TRAP HO '7 41 8'Y5 90 29 STANDARD GATE VALVE MANHOLE (WELL) 1 EA INCLUDING CASTING L2Lifc2 /919 tf07 , 30 ADJUST EXISTING ROADWAY BOX 1 EA aol 07 ao7 _07 31 ROADWAY GATE VALVE BOX 2 EA /03 Siii tX6 n P3 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 1PART A (14 MILE ROAD RELIEF SEWER) . , ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT , 32 8" OR 10" P.V.C. (SDR 26) PIPE STORM 200 LF SEWER INCLUDING SAND BACKFILL .33 8'.6" ‘770 00 33 12" P.V.C. (SDR 26) PIPE STORM OR COMBINED SEWER INCLUDING SAND 60 LF BACKFILL 3507 0210y ow 34 15"-24" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCLUDING STONE 20 LF BEDDING & SAND BACKFILL /c29 90 0169 ? 00 35 30" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCLUDING STONE 520 LF BEDDING & SAND BACKFILL Y7 1,1Y -5/6/Vg 7 670 36 36" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCLUDING STONE 1,800 LF BEDDING & SAND BACKFILL /00 See, MOO S' X) 37 8" DIAMETER FLOW RESTRICTOR 1 EA //07&,/ 907 /0763 ?02. 38 4", 6" OR 8" SEWER TAP 7 39 4" OR 6" P.V.C. (SDR 26) PIPE SEWER LEAD INCLUDING SAND BACKFILL & 90 LF RECONNECTION SO VO '07757 00 40 4" OR 6" CORRUGATED PLASTIC EDGE 2,200 LF DRAIN INCL. GEO-TEXTILE WRAP & BACKFILL ,o7F /h1/O 6 0 41 4" GALVANIZED STEEL PIPE SLEEVE 20 LF e? 90 9er0C) P4 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 42 1"-2" P.V.C. SCHEDULE 80 DIRECT BURIAL 50 LF CONDUIT 0 o 43 MULTIPLE STREET LIGHTING CABLES 350 LF 9 0 2075-5 ov 44 SALVAGE & RE-INSTALL STREET LIGHT POLE 1 LSUM . 0 • a 01 74/0 o0 45 LOOP DETECTOR INCLUDING LEAD-IN 1 EA , 0 a$4500 46 1"-2" COPPER TUBING (TYPE K) IN OPEN CUT 10 LF .. - 47 1"-2" SERVICE FITTINGS OR REDUCERS (1"- 2 EA 3/4") c29 07,3 48 CONSTRUCTION SIGNING & TRAFFIC 1 EA CONTROL PLAN ..3 ii 95 /63-s7 9S 49 LIGHTED ARROW, TYPE A 3 EA 600 00 /SW Oa 50 BARRICADE TYPE II, LIGHTED 300 EA 0 Id0i60 51 BARRICADE TYPE III, LIGHTED 30 EA de) *0 /.00 00 52 SIGN, TYPE B TEMPORARY 1,100 SF a 0 a 7do 00 53 REMOVING PAVEMENT MARKING, 3,500 LF LONGITUDINAL c7707Y5 00 54 REMOVING PAVEMENT MARKING, SPECIAL 200 SF .1d0 00 P5 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 , PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT _ _J 55 TEMPORARY PAVEMENT MARKING, TYPE R 3,200 LF OR NR, 4" YELLOW OR WHITE / 3-c ao 60 56 RELOCATE CASE SIGN UNIT FOR 2 EA TEMPORARY LANE 99,500 /F9060 57 RELOCATE TRAFFIC SIGNAL UNIT FOR 2 EA TEMPORARY LANE y..50 00 „ 0 00 58 AGGREGATE BASE COURSE-21AA CRUSHED 1,600 TON LIMESTONE ; 40 59 5/8" STD. EXPANSION-ANCHORED HOOK 900 EA BOLTS ..175)Z DO 60 6" CONCRETE PAVEMENT W/INTEGRAL - 30 SY CURB ,3.3 Ao5 90 61 8" CONCRETE PAVEMENT W/INTEGRAL 950 SY CURB 58 '75 u5o7 06 07 ‘0 62 8" CONCRETE BASE COURSE 2,850 SY J a 161 , 901 Vd-i4 0 0 63 CONCRETE CURB & GUTTER, DETAIL F3 1,940 LF MODIFIED iV545/ c2/c2 'M 010 64 4" CONCRETE SIDEWALK INCLUDING 1,000 SF HANDICAP RAMPS d At a avo oo I 65 6" CONCRETE DRIVEWAY OR SIDEWALK 160 SY INCL. HANDICAP RAMPS 30 57 993Fo/40 66 8"CONCRETE DRIVEWAY OR SIDEWALK 350 SY INCL. HANDICAP RAMPS Sc2 W NS/Cr 60 67 ADDITIONAL CEMENT 15 TON , P6 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT L_ 68 COLD-MILLING BITUMINOUS SURFACE INCL. 3,000 SY EDGE TRIMMING / 70 5160 CO 69 HAND PATCHING 20 TON V olg /6c7g6,0 70 REPAIRING PAVEMENT JOINTS AND 300 LF ,CRACKS, DETAIL 7 7 35 02 aaroo 71 REPAIRING PAVEMENT JOINTS AND 40 LF CRACKS, DETAIL 8 , O(0 deo? VO 72 BITUMINOUS MIXTURE NO. 4C (PG 64-28 & 650 TON AWI 260) c216 ilgoi 50 73 BITUMINOUS MIXTURE NO. 3C (PG 58-28) 800 TON J7 3 1 o5594-00 74 BITUMINOUS APPROACH 25 TON Z ag /8S 75 FAST-DRY PAVEMENT MARKING, 4" YELLOW 3,500 LF OR WHITE V.( /67,1 00 76 THERMOPLASTIC PAVEMENT MARKING, 4" 3,400 LF ,YELLOW OR WHITE 8/ • c7764/ 00 77 THERMOPLASTIC PAVEMENT MARKING, 6" 200 LF CROSSWALK / V` 019V0 78 THERMOPLASTIC PAVEMENT MARKING, 24" 60 LF STOP BAR 79 OVERLAY COLD PLASTIC PAVEMENT 90 LF MARKING, 6" CROSSWALK A 46 07,55` So 80 OVERLAY COLD PLASTIC PAVEMENT 35 LF MARKING, 24" STOP BAR P7 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 !PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 81 OVERLAY COLD PLASTIC PAVEMENT 1 EA MARKING, ONLY .1 00 00 82 OVERLAY COLD PLASTIC PAVEMENT 3 EA MARKING, LEFT TURN ARROW SYMBOL /07 OD .3520 83 RELOCATE OR REPLACE LAWN IRRIGATION 10 EA HEADS 717 60 84 RELOCATE OR REPLACE LAWN IRRIGATION 100 LF PIPING . 16 /675 00 /. 85 REMOVE 8"-18" TREE INCLUDING STUMP 1 EA d;,30 60 43000 86 2 W CALIPER 'SKYLINE' LOCUST TREE 3 EA J00 00 /600 00 87 VOLCANIC ROCK SURFACE 1 CY /j0 60 /6O 00 88 CHEMICAL WEED SPRAY AND WEED 0.5 GAL REMOVAL 60460 ,:2 00 89 TOPSOIL (LOOSE MEASURE) 220 CY d‘00 5.51)0 00 90 HYDROSEEDING INCLUDING FERTILIZER 2,350 SY AND MULCH / S.(07 00 91 CLASS A SODDING, INCLUDING WATERING 350 SY 960 /66 0 0 92 REMOVE 12" HIGH SAND BAG DIKE o LSUM 000 000 93 REMOVE & DISPOSE OF CONTAMINATED 500 CY EXCAVATED MATERIAL Jo/ 00 /‘ WO 00 P8 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART A (14 MILE ROAD RELIEF SEWER) ITEM DESCRIPTION QUANTITY I UNIT I UNIT PRICE II $ AMOUNT TOTAL AMOUNT OF BID IN FIGURES FOR PART A: V/J 1,7 TOTAL AMOUNT OF BID IN WORDS FOR PART A: ist vzLi _ L euexi - ox-ir kuldeed-thiee-cz-4 irae-/ 9 %.66 . P9 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) _4 , - ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT — 1 CONTRACTOR CONSTRUCTION STAKING 15 EA ./-07 45-40 737 ‘c7 SAW CUT 6"-8" CONCRETE PAVEMENT W/ OR 2 90 LF W/OUT ASPHALT CAP 016 0233 SAW CUT 4"-8" CONCRETE DRIVE, 3 40 LF SIDEWALK, OR 2"-4" ASPHALT PAVEMENT ol /0 o" cZO REMOVE 6"-8" CONCRETE PAVEMENT OR 4 BASE INCLUDING CURBING 30 SY g 15 01650 REMOVE 4"-8" CONCRETE DRIVE OR 5 100 SY 6 10 (Y-6,oc) SIDEWALK CRUSHED CONCRETE FOR SUBGRADE 6 15 TON UNDERCUTTING & MAINTAINING TRAFFIC AZ Yol noz Od . , TEMPORARY PATCHING WITH BITUMINOUS 7 5 TON /57 7(r7 60 MIXTURE 8 CROSSING OF EXISTING SEWERS, SEWER 0 EA 000 000 LEADS, AND WATER MAINS I 9 CROSSING OF UNKNOWN EXISTING WATER -1 1 EA SERVICES THAT ARE NOT FIELD STAKED 36S / i 10 BULKHEAD FOR 4"-12" PIPE NOT SHOWN ON 2 EA PLANS 4/07 Og 11 BULKHEAD FOR 15"-27" PIPE NOT SHOWN ON 0 EA 000 000 PLANS 12 CONCRETE GRADE 30M FOR SEWER CRADLE & ENCASEMENT 1 CY /75 /76 .6 0 P 10 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) _ ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 13 LEAKAGE TESTING OF SEWER 0 LF 000 000 14 CONNECTION TO COUNTY DRAIN MANHOLE 0 LSUM 000 000 _ 15 6' DIA. STANDARD MANHOLE INCLUDING CASTING & 15" DIA. DROP CONNECTION 0 EA 000 000 (M.H. #1) 16 6' DIA. STANDARD MANHOLE INCLUDING CASTING & 8" DIA. DROP CONNECTION (M.H. 0 EA 000 000 #5 & 7) 17 6' DIA. STANDARD MANHOLE INCLUDING 0 EA 000 000 CASTING (M.H. #2, 3,4, 6, 8 & 9) _ 18 4' DIA. STANDARD MANHOLE INCLUDING 0 EA 000 000 CASTING (M.H. #10) - _ 19 REMOVE CATCH BASIN, INLET, MANHOLE, 1 EA OR WATER MAIN GATE WELL .291 940 079 9' 20 ABANDON CATCH BASIN, INLET, MANHOLE, 0 EA 000 000 OR WATER MAIN GATE WELL 21 RECONSTRUCT CATCH BASIN, INLET, MANHOLE, OR GATE WELL UP TO 3' BELOW 1 EA TOP OF MASONRY 3307 37 nal 37 22 RECONSTRUCT STRUCTURES—ADDITIONAL 1 VFT DEPTH BELOW 3' FROM TOP OF MASONRY 58 </i4 23 ADJUST CATCH BASIN, INLET, MANHOLE, 1 EA GATE WELL, OR UTILITY CASTING c:26.5 St c;166 ‘/ P11 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 24 REMOVE AND REPLACE CASTING 0 LB 00 000 25 2' DIAMETER INLET INCLUDING CASTING 3 EA . 9 . 6 a 77 26 2' DIAMETER CATCH BASIN INCLUDING 2 EA CASTING V.,7 .0—A V chi 27 2' DIAMETER CATCH BASIN INCLUDING o EA 000 000 CASTING & TRAP 28 4' DIAMETER CATCH BASIN INCLUDING o EA 000 000 CASTING & TRAP 29 STANDARD GATE VALVE MANHOLE (WELL) 0 EA 0 00 0 00 INCLUDING CASTING 30 ADJUST EXISTING ROADWAY BOX 0 EA _[11 0 00I h 31 ROADWAY GATE VALVE BOX o EA I[00 0 00 32 8" OR 10" P.V.C. (SDR 26) PIPE STORM 10 LF SEWER INCLUDING SAND BACKFILL 6 67. . i ,o 33 12" P.V.C. (SDR 26) PIPE STORM OR COMBINED SEWER INCLUDING SAND 270 LF BACKFILL 33 0 Y961 10 34 15"-24" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCLUDING STONE o LF 000 000 BEDDING & SAND BACKFILL P 12 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) I ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 35 30" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCLUDING STONE 0 LF 000 000 BEDDING & SAND BACKFILL 36 36" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCLUDING STONE 0 LF 000 000 BEDDING & SAND BACKFILL ' 37 8" DIAMETER FLOW RESTRICTOR 0 EA 000 000 38 4", 6" OR 8" SEWER TAP 0 EA 0 00 000 39 4" OR 6" P.V.C. (SDR 26) PIPE SEWER LEAD INCLUDING SAND BACKFILL & 0 LF 000 000 RECONNECTION 40 4" OR 6" CORRUGATED PLASTIC EDGE 10 LF DRAIN INCL. GEO-TEXTILE WRAP & BACKFILL c2/ 671 c2/9ao 41 4" GALVANIZED STEEL PIPE SLEEVE 0 LF 000 000 1 42 '1"-2" P.V.C. SCHEDULE 80 DIRECT BURIAL 0 LF 000 000 CONDUIT 43 MULTIPLE STREET LIGHTING CABLES 0 LF 000 000 44 SALVAGE & RE-INSTALL STREET LIGHT POLE 0 LSUM 000 000 I I 45 LOOP DETECTOR INCLUDING LEAD-IN 0 EA 000 000 P 13 FORM OF PROPOSAL - Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) ' ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 46 1"-2" COPPER TUBING (TYPE K) IN OPEN CUT 10 LF c* 7 67 JQ 47 1"-2" SERVICE FITTINGS OR REDUCERS (1"- 2 EA 3/4") 079 aa 67 48 CONSTRUCTION SIGNING & TRAFFIC 1 EA CONTROL PLAN tOSO 00 / 0 60 0 0 49 LIGHTED ARROW, TYPE A 1 EA 660 460 00 50 BARRICADE TYPE II, LIGHTED 130 EA /5 00 1 /96,0 00 ' 51 BARRICADE TYPE III, LIGHTED 10 EA 606 00 52 SIGN, TYPE B TEMPORARY 400 SF al 6-0 I /060 00 53 REMOVING PAVEMENT MARKING, I 50 ' LF LONGITUDINAL / c25 kl 6(0 54 REMOVING PAVEMENT MARKING, SPECIAL 1 0 SF 000 000 55 'TEMPORARY PAVEMENT MARKING, TYPE R 200 LF OR NR, 4" YELLOW OR WHITE ao co 56 RELOCATE CASE SIGN UNIT FOR 0 EA 000 000 TEMPORARY LANE 57 'RELOCATE TRAFFIC SIGNAL UNIT FOR 0 EA 000 000 TEMPORARY LANE 58 AGGREGATE BASE COURSE-21AA CRUSHED 90 TON LIMESTONE /6 /‘0, /42<ii0 , P 14 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 59 5/8" STD. EXPANSION-ANCHORED HOOK 30 EA BOLTS 6 076 /17 Lib 60 6" CONCRETE PAVEMENT W/INTEGRAL o SY 000 000 CURB 61 8" CONCRETE PAVEMENT W/INTEGRAL o SY 000 000 CURB 62 8" CONCRETE BASE COURSE 25 SY 03?99 93 63 CONCRETE CURB & GUTTER, DETAIL F3 15 LF MODIFIED /q 70 1 JW 6 64 4" CONCRETE SIDEWALK INCLUDING 550 SF OO HANDICAP RAMPS 01 .41 / /4 65 6" CONCRETE DRIVEWAY OR SIDEWALK 40 SY INCL. HANDICAP RAMPS .t/ 89 /76 60 66 8"CONCRETE DRIVEWAY OR SIDEWALK 0 SY 000 000 INCL. HANDICAP RAMPS 67 ADDITIONAL CEMENT 0.4 TON No a ii 64/0 68 COLD-MILLING BITUMINOUS SURFACE INCL. 0 SY 000 000 EDGE TRIMMING 69 HAND PATCHING 0 TON 000 000 70 REPAIRING PAVEMENT JOINTS AND 0 LF 000 000 CRACKS, DETAIL 7 71 REPAIRING PAVEMENT JOINTS AND 0 LF 000 000 CRACKS, DETAIL 8 P 15 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT 72 BITUMINOUS MIXTURE NO. 4C (PG 64-28 & - 3 TON AWI 260) AOC 60 JOO 00 73 BITUMINOUS MIXTURE NO. 3C (PG 58-28) 4 TON )60 60 V00 00 74 BITUMINOUS APPROACH 45 TON /AO Do 956o CO 75 FAST-DRY PAVEMENT MARKING, 4" YELLOW 50 LF OR WHITE g V .V SO 76 THERMOPLASTIC PAVEMENT MARKING, 4" 0 LF 000 000 YELLOW OR WHITE 77 THERMOPLASTIC PAVEMENT MARKING, 6" 0 LF 000 000 CROSSWALK 78 THERMOPLASTIC PAVEMENT MARKING, 24" 0 LF 000 000 STOP BAR 79 OVERLAY COLD PLASTIC PAVEMENT 0 LF 000 000 MARKING, 6" CROSSWALK 80 OVERLAY COLD PLASTIC PAVEMENT 0 LF 000 000 MARKING, 24" STOP BAR 81 OVERLAY COLD PLASTIC PAVEMENT 0 EA 000 000 MARKING, ONLY 82 OVERLAY COLD PLASTIC PAVEMENT 0 EA 000 000 MARKING, LEFT TURN ARROW SYMBOL 83 RELOCATE OR REPLACE LAWN IRRIGATION 2 EA HEADS P 16 Addendum N. FORM OF tiROPOSAL - Continued CONTRACT NO. S-0003 PART B (CROOKS ROAD STORM SEWER) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT , 84 RELOCATE OR REPLACE LAWN IRRIGATION 20 PIPING LF IMEIIIIIIEAOO 85 REMOVE 8"-18" TREE INCLUDING STUMP 0 EA 000 000 86 2 1/2" CALIPER 'SKYLINE' LOCUST TREE 0 EA 000 000 87 VOLCANIC ROCK SURFACE 0 CY 000 000 88 CHEMICAL WEED SPRAY AND WEED 0 GAL 000 000 REMOVAL 89 TOPSOIL (LOOSE MEASURE) 20 CY a 00 600 00 90 HYDROSEEDING INCLUDING FERTILIZER 0 SY 000 000 AND MULCH 91 CLASS A SODDING, INCLUDING WATERING 250 SY g 0 ild ‘ 0 92 REMOVE 12" HIGH SAND BAG DIKE 1 LSUM 76.6 3 a' z 3 aoe 93 REMOVE & DISPOSE OF CONTAMINATED 0 CY 000 000 EXCAVATED MATERIAL 94 BIDDER REQUIREMENTS (SEE SPECIAL 1 000 I 000 INSTRUCTIONS TO BIDDERS, PAGE SIB 10) TOTAL AMOUNT OF BID IN FIGURES FOR PART B: 3-6 63 c77 TOTAL AMOUNT OF BID IN WORDS FOR PART B: QS ' I! Are- YACIVS/st-cej /,<,--kj ,W 7% , , do C(46,6 Q,1 /CC.) P 17 FORM OF PROPOSAL — Continued CONTRACT NO. S-0003 PART A AND PART B _ ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE $ AMOUNT , TOTAL AMOUNT ,OF BID IN FIGURES FOR PARTS A'll".."--'—' TOTAL AMOUNT OF BID IN WORDS FOR PARTS A 81&hz—hee.Aciel )(_)fee-ezi.-il-hGusof 0 Ai Ietfv../7 2 . e c I 5t--z-2-zi sEczeA c'Xic. P 18 FORM OF PROPOSAL CONTRACT NO. S-0003 The undersigned agrees that, if the foregoing Proposal be accepted by the City of Royal Oak, he will, within ten (10) days (Sundays and legal holidays excepted) after receiving notice of such acceptance, provide all bonds and insurances, and enter into the attached form of Contract to do all the work specified at the prices named in the Proposal; and he further agrees that he will commence work immediately, and prosecute it faithfully to completion by October 6, 2000. In submitting this bid, it is understood by the undersigned that the right is reserved by the City to accept any bid, to reject any or all bids, and to waive any irregularities or informalities in bidding in the interest of the City. Accompanying this Proposal is a (Bid Bond) (CEMES-Vliblk) in the amount of 5% of bid amount Dollars ($ ) not less than five percent (5%) of the total amount of the bid submitted. If the undersigned shall fail to execute the Contract or furnish the bonds and insurances within the time limited, or fail to fulfill the agreements concerning the proposed work, it is agreed that the City may, at its option, determine that the undersigned has abandoned his interests in the proposed Contract and that the certified check or Bid Bond accompanying this Proposal may be retained by the City as liquidated damages and not as a penalty, but otherwise the certified check or Bid Bond shall be returned to the undersigned upon the execution of the Contract and acceptance of the bonds. DATED AND SIGNED AT Livonia, Michigan This 12th Day of June ,20 00 . Name of Bide: Peter A.Agesi So , 1. ,41W41111r Title Michael J. Bileti / C.E.O. Address 13000 Newburgh Road Livonia MI 48150 Telephone 734-591-4200 P 19 FORM OF PROPOSAL CONTRACT NO. S-0003 The full names and residences of all persons interested in the foregoing bid as principals, are as follows: If a partnership, give names of: If a corporation, give names of: PARTNER Michael J. Bileti / Walled Lake Michigan CHIEF EXECUTIVE OFFICER Peter Messina / Fenton Michigan PRESIDENT Michael J. Bileti / Walled Lake Michigan PARTNER SECRETARY Michael J. Bileti / Walled Lake Michigan PARTNER TREASURER PARTNER MANAGER If a partnership, attach a copy of County issued Assumed Name Certificate to this Proposal. State in Which Incorporated: MICHIGAN * * * * * * * * * * If a corporation, attach a copy of State issued Certificate of Good Standing to this Proposal. This document is not currently available City Manager COMMISSION LETTER # 108 COMMISSION MEETING OF: 5/21/01 SUBJECT: 2001 Sewer and Water Improvements May 16,2001 MEMO TO: Lawrence M. Doyle, City Manager FROM: Dick Cole SUBJECT: Bid Evaluation and Award Recommendation for 2001 Sewer and Water Improvements Contract No. S-0101 Bids were received and opened at 10:00 A.M. local time on 5/16/01, at the Royal Oak City Hall for the above subject work. The bid tabulation and award recommendation for the work is shown on Table I attached. GENERAL WORK DESCRIPTION: • 12" - 18" sanitary relief sewer in Maxwell from 12 Mile to Cloverdale and 12" relief sewer in Cloverdale from Maxwell to east of the railroad to mitigate chronic basement flooding in the area shown on Exhibit A-1, and as addressed in CL#216 of 10/02/00, and City Capital Improvement Plan (Water and Sewer Fund). • 30" storm water relief sewer in Woodward from Linwood to Sunset to mitigate severe chronic surface water flooding on Linwood affecting adjacent properties as addressed in Commission Memo of 11/8/00 and City Capital Improvement Plan, see Exhibit B-1 (Major Street Fund). • 12" water main in Cloverdale from Maxwell to Hilldale to improve water system distribution and fire protection as addressed in the City Water System Computer Model and City Capital Improvement Plan (Water and Sewer Fund). CONTRACTOR EVALUATION: References for L. D'Agostini & Sons, Inc., of Macomb Twp., MI have been checked; and all parties contacted have stated this company does satisfactory work. FUNDING SOURCE: Water and Sewer Fund and Major Street Fund CITY COMMISSION RESOLUTION: BE IT RESOLVED, that L. D'Agostini & Sons, Inc., of Macomb Twp., MI be awarded the 2001 Sewer and Water Improvements Contract No. S-0101, for the bid price of $994,475.00. Dick Cole, P.E. City Engineer DC/sm Attachments cc: L. D'Agostini & Sons, Inc. Chuck Semchena, City Attorney Rick Eva, Director of Finance Tom Trice, Director of Recreation & Public Service Greg Rassel, Superintendent of Public Works Rick Lang, Superintendent of Water & Sewer Matt Callahan, Civil Engineer III Elden Danielson, Civil Engineer III Jeff Mast, Engineering Assistant IV E:Engineering\Se%er\S-0101\2001 Sewer Imps Posard-cl.doc 6 C) $1,053,380.00 $1,058,008.50 $1,149,973.00 $1,385,549.25 • TABLE I BID EVALUATION AND AWARD RECOMMENDATION 2001 SEWER AND WATER IMPROVEMENTS CONTRACT NO. S-0101 CONTRACTOR BID AMOUNT RECOMMENDED CONTRACTOR 1. L. D'Agostini & Sons, Inc., $ 994,475.00 Macomb Twp., MI IT IS RECOMMENDED THAT L. D'AGOSTINI & SONS, INC., OF MACOMB TWP., MI BE AWARDED THE 2001 SEWER AND WATER IMPROVEMENTS CONTRACT NO. S-0101 FOR THE BID PRICE OF $994,475.00. 2. Troelsen Excavating, Inc. Troy, MI 3. ABC Paving Co. Trenton, MI 4:4 Pamar Enterprises, Inc. New Haven, MI 5. Triangle Excavating Co. Clarkston, MI ENGINEER'S ESTIMATE: $1,095,000.00 GENERAL CONSTRUCTION CONTRACT BID INFORMATION CONTRACT #: S-0101 TITLE: 2001 Sewer and Water Improvements RECOMMENDED CONTRACTOR: L. D'Agostini & Sons, Inc. BID AMOUNT: S 994,476.00 NUMBER OF BIDS: 5 RANGE OF BIDS: S 994,476.00 TO S1,385,549.25 ESTIMATE: S1,095,000.00 COMPARISON OF BID TO ESTIMATE - % COMPARISON: 9.2% LOWER STARTING DATE ESTIMATE: June 11, 2001 COMPLETION DATE ESTIMATE: September 1, 2001 PROPOSED RELIEF SEWER ••• • • HOUSTONIA .-J ROSELAND I MILE ROAD ee NORTH coo HOUSTONIA / cC\Y \ \ 11-1 --1 u_ -74\ \ n1ALE CATALPA c2( CC 0 CATALPA LIJ \ —J 5;4 4C-S •••• AREAS PRONE TO BASEMENT FLOODING 1M. ERDALE GREENLEAF MAYREL (TERI tAWNDALE I _J I MAXWELL/CLOVERDALE SANITARY RELIEF SEWER EXHIBIT A-1 CITY OF ROYAL OAK, MICHIGAN FORM OF PROPOSAL 2001 SEWER IMPROVEMENTS CONTRACT NO. S-0101 The undersigned, as bidder, declares that, having carefully examined the site of the proposed work and informed himself fully in regard to the conditions to be met in the performance of the work and having read and examined the Instructions to Bidders, form of Contract, Plans, and Specifications pertaining to this work, he proposes to furnish all materials, tools, equipment, transportation, labor, supervision, and all else necessary for the satisfactory and complete construction of certain work as described below in full accordance with, and in complete conformity to, the Plans and Specifications for this work now on file in the office of the City Engineer, City Hall, Royal Oak, Michigan, at and for the following prices named below, to wit: ITEM DESCRIPTIQN QTY UNIT UNIT PRICE $ AMOUNT BIDDER REQUIREMENT: Bidder Information to 1 LS 0 00 0 00 be submitted with Bid as Specified on page Sib 9 2 REMOVE 8"-18" TREE INCL. STUMP 3 EA 3 REMOVE 6"-8" CONCRETE PAVEMENT OR 6,950 SY BASE INCL. CURBING INCL. SAWCUTTING 00 1-/G; ()el 00' 4 REMOVE 4"-8" CONCRETE DRIVE OR 400 SY SIDEWALK INCL. SAWCUTTING S 2O 3 2-‘)e) 00 5 CRUSHED CONCRETE FOR SUB-GRADE 100 TON UNDERCUTTING & MAINTAINING TRAFFIC )..5 oci /3-06) co 6 TEMPORARY PATCHING WITH BITUMINOUS 15 TON MIXTURE _/40 DO /.5-c-16 CO 7 CROSSING OF EXISTING SEWERS, SEWER ' 70 EA LEADS, AND WATER MAINS )0 35-6)0 00 8 CROSSING OF UNKNOWN EXISTING WATER 10 EA SERVICES THAT ARE NOT FIELD STAKED So 00 ..5-c)c.).0 o6 ADDENDUM 1 PI FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 , ITEM DESCRIPTIpN QTY UNIT UNIT PRICE $ AMOUNT 9 BULKHEAD FOR 4"-12" PIPE NOT SHOWN ON 8 EA PLANS je) 0 0 0 8-66 Ci c) 10 BULKHEAD FOR 15"-27" PIPE NOT SHOWN ON 2 EA PLANS /73 01) 11 'CONCRETE GRADE 30M FOR SEWER 70 1 CY CRADLE & ENCASEMENT /30 00 12 TELEVISION INSPECTION OF SEWER 1,900 LF 0 0 / %.? 0 0 C.) 13 5' DIA. STANDARD MANHOLE INCLUDING 2 EA CASTING & 8" DIA. DROP CONNECTION C o e ...6-‘96e) e, c-) 14 5' DIA. STANDARD MANHOLE INCLUDING 7 EA CASTING 1 15 6' DIA. STANDARD MANHOLE INCLUDING 2 EA CASTING 3004 60 eaec3 a c, 16 4' DIA. STANDARD MANHOLE INCLUDING 2 EA CASTING f_ 6s o e e) 3coc, 00 17 REMOVE CATCH BASIN, INLET, MANHOLE, 8 EA OR WATER MAIN GATE WELL L./ 4 C) 0 3 2e3 0 a 0 18 ABANDON CATCH BASIN, INLET, MANHOLE, 3 EA OR WATER MAIN GATE WELL 36e ee) 9oe cc, 19 RECONSTRUCT CATCH BASIN, INLET, 6 EA MANHOLE, OR GATE WELL UP TO 3' BELOW TOP OF MASONRY /4 6 ea ,e)eic:5 CO 20 RECONSTRUCT STRUCTURES - ADDITIONAL 25 VFT DEPTH BELOW 3' FROM TOP OF MASONRY 3,),a oo 75eci C 21 ADJUST CATCH BASIN, INLET, MANHOLE, 20 EA GATE WELL, OR UTILITY CASTING 3 -5-6 " -Z000 00 22 REMOVE AND REPLACE CASTING 2,000 LB ADDENDUM 1 P2 FORM OF PROPOSAL - Continued CONTRACT NO. S-01 01 i ITEM DESCRIPTI9N QTY UNIT UNIT PRICE $ AMOUNT 23 4' DIAMETER CATCH BASIN INCLUDING 4 EA CASTING & TRAP / 2c) o to . 6 r cie) 24 STANDARD GATE VALVE MANHOLE (WELL) 5 EA INCLUDING CASTING 16 ec a e goce, ec) 25 ADJUST EXISTING ROADWAY BOX 1 EA /0 a e 0 /61 e 6 0 26 ROADWAY GATE VALVE BOX 1 EA / 7.5- / 75- C c' 27 8" OR 10" P.V.C. (SDR 26) PIPE STORM 300 LF SEWER INCLUDING SAND BACKFILL 6 0 )5- e)e,6 0c2 28 12" P.V.C. (SDR 26) PIPE STORM SEWER 50 LF INCLUDING SAND BACKFILL 6 6 o e joeo 0e) 29 12" C76 CLASS IV CONCRETE PIPE SEWER 628 LF INCLUDING STONE BEDDING & SAND BACKFILL / 6 3 CJ'e3 oe) _ 30 15"-24" C 76 CLASS IV CONCRETE PIPE 1,350 LF SEWER INCLUDING STONE BEDDING & SAND - ei 0 BACKFILL /7,-.- /6s,73'e Co _ _ 31 30"-36" C 76 CLASS IV CONCRETE PIPE 540 LF SEWER INCLUDING STONE BEDDING & SAND _ z,,, c, BACKFILL //) 2.13c-k/ 6 o . _ / 32 42" C 76 CLASS IV CONCRETE PIPE SEWER 30 LF INCLUDING STONE BEDDING & SAND go cps:, BACKFILL de) 0 c en , 33 4", 6" OR 8" SEWER TAP 4 EA 0 0 8.0 C o c 34 4" OR 6" P.V.C. (SDR 26) PIPE SEWER LEAD 200 LF INCLUDING SAND BACKFILL & o RECONNECTION _... ADDENDUM 1 p3 FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 • ITEM DESCRIPTI9N QTY UNIT UNIT PRICE $ AMOUNT 35 4" OR 6" CORRUGATED PLASTIC EDGE 100 LF DRAIN INCL. GEO-TEXTILE WRAP & BACKFILL S 6 0 Koc) 60 36 BORING WITHOUT CASING 100 LF R-0 O o K000 e)c., 37 BORING WITH 24" CASING 360 LF /6 S- 6 C 6-"i (/e)c) Cc) 38 4" OR 6" (D.I.A21.51 W/C.L.) WATER MAIN 10 LF INCLUDING FITTINGS 95 oo VS-ei 60 39 8" (D.I.A21.51 W/C.L.) WATER MAIN - 20 LF INCLUDING FITTINGS t) 0 _ /62_,6 O c) 40 12" (D.I.A21.51 W/C.L.) WATER MAIN 740 LF INCLUDING FITTINGS Y S 0 CI 41 SAND BACKFILL FOR WATER MAIN 800 LF TRENCHES / r e ,4 /V 4/6'. tic / 42 ADDITIONAL COMPENSATION FOR EXTRA 80 LF DEPTH WATER MAIN INSTALLATION (6"-12") //) ero 10 0 0c) 43 12" X 12", 12" X 8" OR 12" X 6" TAPPING 0 EA SLEEVE & VALVE Ato, - -(.11--‘4.0-,t, P 6 0 0 44 8" X 8" OR 8" X 6" TAPPING SLEEVE & VALVE - 0 EA 30o0 0 0 0 0 c) 45 12" GATE VALVE 5 EA 3ace) e 0 /S:ocio ou 46 6" OR 8" GATE VALVE 0 EA - 60o ó 0 c) 47 STANDARD GATE VALVE MANHOLE (WELL) - 5 EA EXCLUDING CASTING l 2-4) 0 0 0 'occ) Co 48 ROADWAY GATE VALVE BOX - EA 49 INSTALL NEW 6" HYDRANT BR. INCLUDING 1 EA FITTINGS, EXTENSIONS, AUXILIARY VALVE & ROAD BOX 3occ.) 0 O 3c.)oo 00 ADDENDUM 1 P4 FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 ITEM DESCRIPTIQN QTY UNIT UNIT PRICE $ AMOUNT _. 50 ADDITIONAL 4" OR 6" WATER MAIN FITTING 2 EA o 0 0 So o a c~) 51 ADDITIONAL 8" WATER MAIN FITTING 2 EA i? 7 .C- 0 0 S5-6 a° ' 52 ADDITIONAL 12" WATER MAIN FITTING 4 EA 3S- r) 0 0 / 4Z0 0 Oc, 53 REMOVE ROADWAY GATE VALVE BOX 1 EA 5-o 0 0 66 54 REMOVE EXISTING HYDRANT ASSEMBLY 0 EA _4/ 0 6 0 6 e) C C) 55 REMOVE EXISTING GATE VALVE OR 1 EA TAPPING SLEEVE VALVE INCLUDING MANHOLE (WELL) OR ROAD BOX e-/ c) 40 60 e/eel 56 ABANDON ABANDON EXISTING GATE VALVE OR 1 EA TAPPING SLEEVE VALVE MANHOLE (WELL) OR ROAD BOX 3c)c> 00 3 00 t:7 57 1"-2" COPPER TUBING (TYPE K) IN OPEN CUT 200 LF c.) 0 VOcs 0 0 c) 58 1" COPPER TUBING (TYPE K) BORE UNDER 20 LF EXISTING PAVEMENT al .5-- 6 e. ) _ _ _ 59 1%" OR 2" CORPORATION STOP VALVE 0 EA .5--e, 0 46) e c o 60 1" CORPORATION STOP VALVE 20 EA -7_5' Jo a /S-Do 0 C7 61 1 1/2" OR 2" CURB STOP VALVE 0 EA i jTh ed c) 0 CC.) 62 1" CURB STOP VALVE 20 EA / z ,5-e,s-ci c.) ac' 63 1%" OR 2" SERVICE FITTINGS OR REDUCERS 0 EA ( 1W TO 2" OR 1") . 6:3 0 0 a C.) 0 0 64 1" SERVICE FITTINGS OR REDUCERS (1" TO 20 EA 3/1”) o o 6 66 °C 65 CURB STOP BOXES FOR 1": 1W & 2" VALVES 20 EA a e) c' _ 2 _ _ e 0 0 00 ADDENDUM 1 P 5 FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 ITEM DESCRIPTIpN QTY UNIT UNIT PRICE $ AMOUNT 66 LIGHTED ARROW, TYPE A 3 EA /ooe 0 0/ ..Yece:). 6 C9 67 BARRICADE TYPE II, LIGHTED 130 EA 3.-5 0 0 Cc) 68 BARRICADE TYPE III. LIGHTED 10 EA 69 SIGN, TYPE B TEMPORARY 400 SF 6 e, 4/ 0 0 c) oc) 70 REMOVING PAVEMENT MARKING, 500 LF „ , 0 LONGITUDINAL 2— °c) 71 REMOVING PAVEMENT MARKING, SPECIAL 0 SF ,5-- c 0 72 TEMPORARY PAVEMENT MARKING, TYPE R 500 LF - 3 0 o _ OR NR, 4" YELLOW OR WHITE / >‘.),,;) oc) 73 AGGREGATE BASE COURSE-21AA CRUSHED 1,000 TON 410 LIMESTONE jq /Vec cc' 74 5/8" STD. EXPANSION-ANCHORED HOOK 500 EA BOLTS i 0 0 (/o 0 c c-; c? 75 6" CONCRETE PAVEMENT W/INTEGRAL 6,800 SY CURB 6 C) 76 8" CONCRETE PAVEMENT W/INTEGRAL 150 SY - CURB (/3 0 0 6 v3-6 co 77 8" CONCRETE BASE COURSE 100 SY 30 0 0 30 co 00 78 CONCRETE CURB & GUTTER, DETAIL F3 50 LF MODIFIED el e /0e) d CD C) 79 4" CONCRETE SIDEWALK INCLUDING 300 SF ....s-c, HANDICAP RAMPS 3 /050 cpc' 80 6" CONCRETE DRIVEWAY OR SIDEWALK 160 SY INCLUDING HANDICAP RAMPS ii oo ‘VO 81 8" CONCRETE DRIVEWAY OR SIDEWALK 240 SY C, INCLUDING HANDICAP RAMPS .5- / 2a0 e ° ADDENDUM 1 P6 FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 ITEM DESCRIPTIpN QTY UNIT UNIT PRICE $ AMOUNT 82 ADDITIONAL CEMENT 110 TON i b o oo /2 ‘oc.) 00 _ 83 COLD-MILLING BITUMINOUS SURFACE INCL. 40 SY EDGE TRIMMING /0 0 6) VOC) 00 84 HAND PATCHING 5 _ TON / 2.0 6 o I1 2-,c CO 85 REPAIRING PAVEMENT JOINTS AND 50 LF CRACKS, DETAIL 7 /o 0t2 3-6C e)c) 86 -REPAIRING PAVEMENT JOINTS AND 50 LF CRACKS, DETAIL 8 /1 4) 6 ‘ 0 O o 0 87 BITUMINOUS MIXTURE NO. 4C (PG 64-28 & 9 TON AW1260) /oo 00 5?6) 0 CC) 88 BITUMINOUS MIXTURE NOAC (PG 58-28) 12 TON / e o ere, / z e) 0 cc-' 89 BITUMINOUS APPROACH 0 TON /o 0 Gs e 0 0 c) 90 FAST-DRY PAVEMENT MARKING, 4" YELLOW 500 LF OR WHITE 3 00 11s-2,6 00 91 THERMO PLASTIC PAVEMENT MARKING, 4" 80 LF YELLOW OR WHITE 3 '''' ,;-/ 0 00 92 THERMO PLASTIC PAVEMENT MARKING, 6" 0 - LF CROSS WALK 2-0 0 0 0 0 0 _ 93 OVERLAY COLD PLASTIC PAVEMENT 45 LF MARKING, 24" STOP BAR '2-5 6 0 // Z S— 0c) 94 OVERLAY COLD PLASTIC PAVEMENT 120 LF MARKING, 6" CROSSWALK . (2.- cf.) 0 a 30,00c, oc:› 95 OVERLAY COLD PLASTIC PAVEMENT 1 EA MARKING, ONLY 96 OVERLAY COLD PLASTIC PAVEMENT 1 EA MARKING, RIGHT TURN ARROW SYMBOL 3o e 0 :3 oo 60 P7 ADDENDUM 1 FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 ITEM DESCRIPTI9N QTY i UNIT UNIT PRICE $ AMOUNT 97 RELOCATE OR REPLACE LAWN IRRIGATION 20 EA _S— 0 0 HEADS .A.0, ---6-6- 98 RELOCATE RELOCATE OR REPLACE LAWN IRRIGATION 200 LF /..5- e ci Jo e...14) cio PIPING ,14 0. --/-61,-- „0-19- - . gz) G 99 2W CALIPER FRAXINUS AMERICANUS 5 EA "AUTUMN PURPLE" TREE itel --/-79- 0-Z7 / 7.ro 0-' 100 5' PICEA PUNGENS 'BLUE SPRUCE' 3 EA 4-7/oo e e) / 2-c) c) Cc% 101 15" JUNPEROUS HORIZONTALIS 'EMERALD 12 EA SPREADER' /ocs 102 18" EUONYMOUS ALATUS COMPACTA 8 EA 'DWARF BURNING BUSH' i /oe) , ge.., 0 Cc, 103 CHEMICAL WEED SPRAY & WEED REMOVAL 2 GAL /0 ee) -2_6, o C 104 TOPSOIL (LOOSE MEASURE) 150 CY 7 4 6 Z 0 5-6 0 C 105 HYDROSEEDING INCLUDING FERTILIZER 50 SY AND MULCH 2, 4 e). i 6.) c) cs C) 106 CLASS A SODDING, INCLUDING WATERING 1,200 SY c) 6 yerl 6 0 c.) 107 MULCH, SHREDDED BARK 150 SY ecr" 6 O / 2,6 0 4 0 108 REMOVE & DISPOSE OF CONTAMINATED 900 CY 6 e EXCAVATED MATERIAL 22,5-0 ci 0 C) TOTAL AMOUNT OF BID IN FIGURES 99,..5-7S- 6 C TOTAL AMOUNT OF BID IN WORDS il2cit)2- /110"ize--° •Qiit'e-711 7141c-e-77AusfiA)D,rroe A).3,-4.-20 .5,..)-,-,/ 1---;r- "777-ei2-54.7,-,43 42—e9— l- ADDENDUM 1 0 0 P8 FORM OF PROPOSAL CONTRACT NO. S-0101 The undersigned agrees that, if the foregoing Proposal be accepted by the City of Royal Oak, he will, within ten (10) days (Sundays and legal holidays excepted) after receiving notice of such acceptance, provide all bonds and insurances, and enter into the attached form of Contract to do all the work specified at the prices named in the Proposal; and he further agrees that he will commence work immediately, and prosecute it faithfully to completion by 4-01, oi In submitting this bid, it is understood by the undersigned that the right is reserved by the City to accept any bid, to reject any or all bids, and to waive any irregularities or informalities in bidding in the interest of the City. Accompanying this Proposal is a (Bid Bond) (CoFtifterl.elltrit) in the amount of /e Dollars ($ ) not less than five percent (5%) of the total amount of the bid submitted. If the undersigned shall fail to execute the Contract or furnish the bonds and insurances within the time limited, or fail to fulfill the agreements concerning the proposed work, it is agreed that the City may, at its option, determine that the undersigned has abandoned his interests in the proposed Contract and that the certified check or Bid Bond accompanying this Proposal may be retained by the City as liquidated damages and not as a penalty, but otherwise the certified check or Bid Bond shall be returned to the undersigned upon the execution of the Contract and acceptance of the bonds. DATED AND SIGNED AT /SW / 023 "--/, L e Day of /14-7 , 20 . Name of Bidder This /6 171 /Sci)-6- •112:3c_ ‘1,5. Address Telephone rideov (PO f /- s-g,41/ 41-treit# P9 ADDENDUM 1 If a partnership, attach a copy of County issued Assumed Name Certificate to this Proposal. State in Which Incorporated: c FORM OF PROPOSAL - Continued CONTRACT NO. S-0101 FORM OF PROPOSAL CONTRACT S-0101 The full names and residences of all persons interested in the foregoing bid as principals, are as follows: If a partnership, give names of: If a corporation, give names of: PARTNER PARTNER / - -krbA)/ 6 DWC031/A), RESIDENT (;/11b D t/9 6')s .7-Pt)/ SECRETARY PARTNER TREASURER PARTNER Pet3 7YITCs Ti fra MANAGER If a corporation, attach a copy of State issued Certificate of Good Standing to this Proposal. P 10 ADDEN At a Regular Meeting of the Royal Oak City Commission held on Monday, September 13, 1999, in City Hall, 211 Williams Street, the following Resolution was adopted: WHEREAS, upon the recommendation of the Oakland County. Executive, the Oakland County Board of Commissioners has established an Environmental Infrastructure Fund Program to assist Oakland County cities, villages and townships in addressing clean water and storm water needs; and WHEREAS, Oakland County's Environmental Infrastructure Fund Program authorizes Oakland County cities, villages and townships to apply for reimbursement of eligible expenses incurred in connection with environmental remediation or improvements relating to ground and/or surface water, water supply, sewer and/or drainage systems and/or water pollution control efforts incurred as part of a city, village or township road project; and WHEREAS, the City of Royal Oak, Oakland County, Michigan has incurred expenses in connection with environmental remediation or improvement project(s) believed to be eligible for reimbursement under Oakland County's Environmental Infrastructure Fund Program. NOW THEREFORE BE IT RESOLVED, that this Commission authorizes and directs its City Engineer as agent for the City of Royal Oak, in the manner and to the extent provided for under Oakland County Board of Commissioner Miscellaneous Resolution 99093, to request reimbursement of eligible project expense under Oakland County's Environmental Infrastructure Fund Program. I hereby certify that the foregoing is a true and correct copy of a Resolution adopted by the Royal Oak City Commission at a meeting held on September 13, 1999. TOTAL: $814,167.23 ay Estimate #1 ay Estimate #2 ay Estimate #3 ay Estimate #4 228,795.44 386,631.08 77,883.86 35,060.39 'CITY OF ROYAL OAK, MICHIGAN ESTIMATE NO: 5 CONSTRUCTION ESTIMATE PAGE: I of 9 For work performed before: 6/4/01 DATE: 08/27/01 Project Description: Contract No.: S-0003 2000 Sewer Improvements Purchase Order No.: S000507 Purchase Order Date: 07/31/00 Contractor: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 Account No. & Contract Amount: Part A -592.447.81401.8019 Part B - 592.447.81401.8044 $776,113.97 $38,053.26 TOTAL AMOUNT EARNED: $732,703.27 Previous Total Retained Additional Retainage this Estimate Retainage Reduction this Estimate 500.00 0.00 0.00 PAYMENT HISTORY TOTAL AMOUNT RETAINED: 500.00 TOTAL AMOUNT EARNED LESS RETAINAGE: 732,203.27 LESS PREVIOUS PAYMENTS: 728,370.77 PAYMENT DUE CONTRACTOR: $3,832.50 REVIOUS PAYMENTS: 728,370.77 Ci ngineer Approved by: City Manager Contractor Date Paid: 9 Ill 01 Check No.: 31 3° Date: F5 I 2,—/ [CD Date: N z7/01 Date: 50- 8/0 f Date: 7/2770-7- Estimated by: Checked by: Approved by: • CITY OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PROJECT: 2000 Sewer Improvements PAGE: 2 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT 1 CONTRACTOR CONSTRUCTION STAKING 249.00 EA 52.50 13,072.50 2 SAW CUT 6"-8" CONCRETE PAVEMENT W/ OR 584.50 LF 3.15 1,841.18 W/OUT ASPHALT CAP 3 SAW CUT 4"-8" CONCRETE DRIVE, SIDEWALK, 52.60 LF 2.63 138.34 OR 2"-4" ASPHALT PAVEMENT 4 REMOVE 6"-8" CONCRETE PAVEMENT OR BASE 4,067.96 SY 4.44 18,061.74 INCLUDING CURBING 5 REMOVE 4"-8" CONCRETE DRIVE OR SIDEWALK 578.63 SY 2.66 1,539.16 6 CRUSHED CONCRETE FOR SUBGRADE 265.70 TON 13.24 3,517.87 UNDERCUTTING & MAINTAINING TRAFFIC 7 TEMPORARY PATCHING WITH BIT. MIXTURE 1720 TON 78.75 1,54.50 8 CROSSING OF EXISTING SEWERS, SEWER LEADS, 3.00 EA 517.71 1,553.13 AND WATER MAINS 9 CROSSING OF UNKNOWN EXISTING WATER 0.00 EA 830.13 0.00 SERVICES THAT ARE NOT FIELD STAKED 10 BULKHEAD FOR 4"-12" PIPE NOT SHWN ON PLANS 1.00 EA 106.01 106.01 11 BULKHEAD FOR 15"-27" PIPE NOT SHWN ON PLANS 0.00 EA 265.00 0.00 12 CONCRETE GRADE 30M FOR SEWER CRADLE 15.00 CY 193.87 2,908.05 & ENCASEMENT 13 LEAKAGE TESTING OF SEWER 0.00 LF 4.20 0.00 14 CONNECTION TO COUNTY DRAIN MANHOLE 1.00 LSUM 60,135.31 60,135.31 15 6' DIA. STANDARD MANHOLE INCLUDING 1.00 EA 6,700.00 6,700.00 CASTING & 15" DIA. DROP CONNECTION (M.H. #1) 16 6' DIA. STANDARD MANHOLE INCLUDING 2.00 EA 2,776.72 5,553.44 CASTING & 8" DIA. DROP CONNECTION (M.H. #5 & 7) 17 6' DIA. STANDARD MANHOLE INCLUDING 6.00 EA 2,484.55 14,907.30 CASTING (M.H. #2, 3, 4, 6, 8 & 9) 18 4' DIA. STANDARD MANHOLE INCLUDING 1.00 EA 2,719.23 2,719.23 CASTING (M.H. #10) 19 REMOVE CATCH BASIN, INLET, MANHOLE, OR 16.00 EA 194.22 3,107.52 WATER MAIN GATE WELL 20 ABANDON CATCH BASIN, INLET, MANHOLE, OR 1.00 EA 194.22 194.22 WATER MAIN GATE WELL 21 RECONSTRUCT CATCH BASIN, INLET, MANHOLE, 0.00 EA 923.91 0.00 OR GATE WELL UP TO 3' BELOW TOP OF MASONRY • CITY OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PAGE: 3 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 PROJECT: 2000 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT 0.00 LF 0.00 LF 0.00 LF 1.00 LSUM 1.00 EA 22 RECONSTRUCT STRUCTURES-ADDITIONAL 0.00 VFT DEPTH BELOW 3' FROM TOP OF MASONRY 23, ADJUST CATCH BASIN, INLET, MANHOLE, 2.00 EA GATE WELL, OR UTILITY CASTING 24 REMOVE AND REPLACE CASTING 820.00 LB 25 2' DIAMETER INLET INCLUDING CASTING 1.00 EA 26 2' DIAMETER CATCH BASIN INCLUDING CASTING 0.00 EA 27 2' DIAMETER CATCH BASIN INCLUDING CASTING 2.00 EA & TRAP 28 4' DIAMETER CATCH BASIN INCLUDING CASTING 5.00 EA & TRAP 29 STANDARD GATE VALVE MANHOLE (WELL) 0.00 EA INCLUDING CASTING 30 ADJUST EXISTING ROADWAY BOX 0.00 EA 31 ROADWAY GATE VALVE BOX 3.00 EA 32 8" OR 10" P.V.C. (SDR 26) PIPE STORM SEWER 204.00 LF INCLUDING SAND BACKFILL 33 12" P.V.C. (SDR 26) PIPE STORM OR COMBINED 50.60 LF SEWER INCLUDING SAND BACKFILL 34 15"-24" C 76 CLASS IV CONCRETE PIPE COMBINED 21.00 LF SEWER INCL STONE BEDDING & SAND BACKFILL 35 30" C 76 CLASS IV CONCRETE PIPE COMBINED 519.20 LF SEWER INCL STONE BEDDING & SAND BACKFILL 36 36" C 76 CLASS IV CONCRETE PIPE COMBINED 1,791.00 LF SEWER INCL STONE BEDDING & SAND BACKFILL 37 8" DIAMETER FLOW RESTRICTOR 1.00 EA 38 4", 6" OR 8" SEWER TAP 3.00 EA 39 4" OR 6" P.V.C. (SDR 26) PIPE SEWER LEAD INCL 43.20 LF SAND BACKFILL & RECONNECTION 40 4" OR 6" CORRUGATED PLASTIC EDGE DRAIN 1,869.50 LF INCL. GEO-TEXTILE WRAP & BACKFILL 41 4" GALVANIZED STEEL PIPE SLEEVE 42 1"-2" P.V.C. SCH 80 DIRECT BURIAL CONDUIT 43 MULTIPLE STREET LIGHTING CABLES 44 SALVAGE & RE-INSTALL STREET LIGHT POLE 45 LOOP DETECTOR INCLUDING LEAD-IN 58.44 0.00 272.18 544.36 0.98 803.60 706.46 706.46 0.00 0.00 1,115.49 2,230.98 1,407.65 7,038.25 1,919.52 0.00 207.07 0.00 103.44 310.32 33.85 6,905.40 35.07 1,774.54 129.90 2,727.90 87.38 45,367.70 100.56 180,102.96 1,263.92 1,263.92 79.48 238.44 30.40 1,313.28 8.28 15,479.46 39.90 0.00 10.50 0.00 9.30 0.00 2,740.00 2,740.00 1,825.00 1,825.00 , CITY OF ROYAL OAK, MICHIGAN - CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PROJECT: 2000 Sewer Improvements PAGE: 4 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT 46 1"-2" COPPER TUBING (TYPE K) IN OPEN CUT 47 1"-2" SERVICE FITTINGS OR REDUCERS (1"-3/4") 48 CONST. SIGNING & TRAFFIC CONTROL PLAN 49 LIGHTED ARROW, TYPE A 50 BARRICADE TYPE II, LIGHTED 51 BARRICADE TYPE HI, LIGHTED 52 SIGN, TYPE B TEMPORARY 53 REMOVING PVMT MARKING, LONGITUDINAL 54 REMOVING PAVEMENT MARKING, SPECIAL 55 TEMPORARY PAVEMENT MARKING, TYPE R OR NR, 4" YELLOW OR WHITE 56 RELOCATE CASE SIGN UNIT FOR TEMP LANE 57 RELOCATE TRAFFIC SIGNAL UNIT FOR TEMP LANE 58 AGGREGATE BASE COURSE-21AA CRUSHED LIMESTONE 59 5/8" STD. EXPANSION-ANCHORED HOOK BOLTS 60 6" CONCRETE PAVEMENT W/INTEGRAL CURB 61 8" CONCRETE PAVEMENT W/INTEGRAL CURB 62 8" CONCRETE BASE COURSE 63 CONCRETE CURB & GUTTER, DETAIL F3 MODIFIED 64 4" CONCRETE SIDEWALK INCL HANDICAP RAMPS 65 6" CONCRETE DRIVEWAY OR SIDEWALK INCL. HANDICAP RAMPS 66 8"CONCRETE DRIVEWAY OR SIDEWALK INCL. HANDICAP RAMPS 67 ADDITIONAL CEMENT 68 COLD-MILLING BITUMINOUS SURFACE INCL. EDGE TRIMMING 69 HAND PATCHING 70 REPAIRING PVMT JOINTS AND CRACKS, DETAIL 7 71 REPAIRING PVMT JOINTS AND CRACKS, DETAIL 8 72 BITUMINOUS MIX. NO. 4C (PG 64-28 & AWI 260) 73 BITUMINOUS MIXTURE NO. 3C (PG 58-28) 74 BITUMINOUS APPROACH 75 FAST-DRY PVMT MARKING, 4" YELLOW OR WHITE 0.00 LF 0.00 EA 1.00 EA 2.00 EA 175.00 EA 27.00 EA 1,300.90 SF 4,671.00 LF 130.00 SF 10,311.00 LF 0.00 EA 0.00 EA 992.30 TON 710.00 EA 0.00 SY 924.10 SY 2,817.80 SY 1,903.40 LF 1,258.50 SF 161.70 SY 282.80 SY 0.00 TON 2,651.00 SY 21.50 TON 213.00 LF 0.00 LF 668.00 TON 349.40 TON 29.86 TON 6,935.00 LF 26.71 29.23 4,534.95 600.00 15.00 50.00 2.50 0.65 1.75 1.35 945.00 830.00 13.99 5.77 33.53 33.75 32.44 14.58 2.34 30.87 32.91 140.24 1.70 81.23 7.35 9.56 40.65 37.37 75.03 0.45 0.00 0.00 4,534.95 1,200.00 2,625.00 1,350.00 3,252.25 3,036.15 227.50 13,919.85 0.00 0.00 13,882.28 4,096.70 0.00 31,188.38 91,409.43 27,751.57 2,944.89 4,991.68 9,306.95 0.00 4,506.70 1,746.45 1,565.55 0.00 27,154.20 13,057.08 2,240.40 3,120.75 CITY OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PAGE: 5 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 PROJECT: 2000 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT 76 THERMOPLASTIC PAVEMENT MARKING, 4" 0.00 LF 0.81 0.00 YELLOW OR WHITE 77 THERMOPLASTIC PVMT MRK, 6" CROSSWALK 419.00 LF 1.45 607.55 78 THERMOPLASTIC PAVEMENT MARKING, 24" 108.00 LF 5.75 621.00 STOP BAR 79 OVERLAY COLD PLASTIC PAVEMENT MARKING, 0.00 LF 2.65 0.00 6" CROSSWALK 80 OVERLAY COLD PLASTIC PAVEMENT MARKING, 0.00 LF 10.75 0.00 24" STOP BAR 81 OVERLAY COLD PLASTIC PVMT MARKING, ONLY 1.00 EA 135.00 135.00 82 OVERLAY COLD PLASTIC PAVEMENT MARKING, 1.00 EA 125.00 125.00 LEFT TURN ARROW SYMBOL 83 RELOCATE OR REPLACE LAWN RRIG HEADS 0.00 EA 78.75 0.00 84 RELOCATE OR REPLACE LAWN IRRIG PIPING 0.00 LF 15.75 0.00 85 REMOVE 8"-18" TREE INCLUDING STUMP 0.00 EA 630.00 0.00 86 2 '/2" CALIPER 'SKYLINE' LOCUST TREE 3.00 EA 500.00 1,500.00 87 VOLCANIC ROCK SURFACE 1.00 CY 150.00 150.00 88 CHEMICAL WEED SPRAY AND WEED REMOVAL 0.00 GAL 50.00 0.00 89 TOPSOIL (LOOSE MEASURE) 130.00 CY 25.00 3,250.00 90 HYDROSEEDING INCL FERTILIZER AND MULCH 1,559.90 SY 1.50 2,339.85 91 CLASS A SODDING, INCLUDING WATERING 282.00 SY 4.50 1,269.00 92 REMOVE 12" HIGH SAND BAG DIKE 0.00 LSUM 0.00 0.00 93 REMOVE & DISPOSE OF CONTAMINATED 560.00 CY 22.00 12,320.00 EXCAVATED MATERIAL PART A SUB-TOTAL 700,208.18 PART B (CROOKS ROAD STORM SEWER) 1 CONTRACTOR CONSTRUCTION STAKING 18.00 EA 52.50 945.00 2 SAW CUT 6"-8" CONCRETE PAVEMENT W/ OR 103.00 LF 3.15 324.45 W/OUT ASPHALT CAP 3 SAW CUT 4"-8" CONCRETE DRIVE, SIDEWALK, 33.00 LF 2.63 86.79 OR 2"-4" ASPHALT PAVEMENT 4 REMOVE 6"-8" CONCRETE PAVEMENT OR BASE 21.10 SY 8.85 186.74 INCLUDING CURBING 5 REMOVE 4"-8" CONCRETE DRIVE OR SIDEWALK 52.20 SY 6.80 354.96 6 CRUSHED CONCRETE FOR SUBGRADE 0.00 TON 12.82 0.00 UNDERCUTTING & MAINTAINING TRAFFIC • CITY OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PAGE: 6 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 PROJECT: 2000 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT 7 TEMPORARY PATCHING WITH BIT. MIXTURE 0.00 TON 157.50 0.00 8 CROSSING OF EXISTING SEWERS, SEWER LEADS, 0.00 EA 0.00 0.00 AND WATER MAINS 9 CROSSING OF UNKNOWN EXISTING WATER 0.00 EA 355.11 0.00 SERVICES THAT ARE NOT FIELD STAKED 10 BULKHEAD FOR 4"-12" PIPE NOT SHWN ON PLANS 0.00 EA 106.01 0.00 11 BULKHEAD FOR 15"-27" PIPE NOT SHWN ON PLANS 0.00 EA 0.00 0.00 12 CONCRETE GRADE 30M FOR SEWER CRADLE 0.00 CY 17530 0.00 & ENCASEMENT 13 LEAKAGE TESTING OF SEWER 0.00 LF 0.00 0.00 14 CONNECTION TO COUNTY DRAIN MANHOLE 0.00 LSUM 0.00 0.00 \ 15 6' DIA. STANDARD MANHOLE INCLUDING 0.00 EA 0.00 0.00 CASTING & 15" DIA. DROP CONNECTION (M.H. #1) 16 6' DIA. STANDARD MANHOLE INCLUDING 0.00 EA 0.00 0.00 CASTING & 8" DIA. DROP CONNECTION (M.H. #5 & 7) 17 6' DIA. STANDARD MANHOLE INCLUDING 0.00 EA 0.00 0.00 CASTING (M.H. #2, 3,4, 6, 8 & 9) 18 4' DIA. STANDARD MANHOLE INCLUDING 0.00 EA 0.00 0.00 CASTING (M.H. #10) 19 REMOVE CATCH BASIN, INLET, MANHOLE, OR 2.00 EA 297.96 595.92 WATER MAIN GATE WELL 20 ABANDON CATCH BASIN, INLET, MANHOLE, OR 0.00 EA 0.00 0.00 WATER MAIN GATE WELL 21 RECONSTRUCT CATCH BASIN, INLET, MANHOLE, 0.00 EA 382.37 0.00 OR GATE WELL UP 10 3' BELOW TOP OF MASONRY 22 RECONSTRUCT STRUCTURES-ADDITIONAL 0.00 VFT 58.44 0.00 DEPTH BELOW 3' FROM TOP OF MASONRY 23 ADJUST CATCH BASIN, INLET, MANHOLE, 0.00 EA 265.51 0.00 GATE WELL, OR UTILITY CASTING 24 REMOVE AND REPLACE CASTING 0.00 LB 0.00 0.00 25 2' DIAMETER INLET INCLUDING CASTING 3.00 EA 683.59 2,050.77 26 2' DIAMETER CATCH BASIN INCLUDING CASTING 2.00 EA 742.02 1,484.04 27 2' DIAMETER CATCH BASIN INCLUDING CASTING 0.00 EA 0.00 0.00 & TRAP 28 4' DIAMETER CATCH BASIN INCLUDING CASTING 0.00 EA 0.00 0.00 & TRAP CITY OF ROYAL OAK, MICHIGAN • CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PAGE: 8 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 0.00 EA 0.00 0.00 0.00 EA 0.00 0.00 48.90 TON 16.16 790.22 24.00 EA 6.25 150.00 0.00 SY 0.00 0.00 0.00 SY 0.00 0.00 26.10 SY 38.38 1,001.72 20.00 LF 14.70 294.00 629.00 SF 2.52 1,85.08 39.00 SY 31.89 1,243.71 0.00 SY 0.00 0.00 0.00 TON 140.24 0.00 0.00 SY 0.00 0.00 0.00 TON 0.00 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 TON 100.00 0.00 10.10 TON 100.00 1,010.00 33.32 TON 100.00 3,332.00 0.00 LF 2.95 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 EA 0.00 0.00 0.00 EA 0.00 0.00 PROJECT: 2000 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT NR, 4" YELLOW OR WHITE 56 RELOCATE CASE SIGN UNIT FOR TEMP LANE 57 RELOCATE TRAFFIC SIGNAL UNIT FOR TEMP LANE 58 AGGREGATE BASE COURSE-21AA CRUSHED LIMESTONE 59 5/8" STD. EXPANSION-ANCHORED HOOK BOLTS 60 6" CONCRETE PAVEMENT W/INTEGRAL CURB 61 8" CONCRETE PAVEMENT W/INTEGRAL CURB 62 8" CONCRETE BASE COURSE 63 CONCRETE CURB & GUTTER, DETAIL F3 MODIFIED 64 4" CONCRETE SIDEWALK INCL HANDICAP RAMPS 65 6" CONCRETE DRIVEWAY OR SIDEWALK INCL. HANDICAP RAMPS 66 8"CONCRETE DRIVEWAY OR SIDEWALK INCL. HANDICAP RAMPS 67 ADDITIONAL CEMENT 68 COLD-MILLING BITUMINOUS SURFACE INCL. EDGE TRIMMING 69 HAND PATCHING 70 REPAIRING PVMT JOINTS AND CRACKS, DETAIL 7 71 REPAIRING PVMT JOINTS AND CRACKS, DETAIL 8 72 BITUMINOUS MIX. NO. 4C (PG 64-28 & AWI 260) 73 BITUMINOUS MIXTURE NO. 3C (PG 58-28) 74 BITUMINOUS APPROACH 75 FAST-DRY PVMT MARKING, 4" YELLOW OR WHITE 76 THERMOPLASTIC PAVEMENT MARKING, 4" YELLOW OR WHITE 77 THERMOPLASTIC PVMT MRK, 6" CROSSWALK 78 THERMOPLASTIC PAVEMENT MARKING, 24" STOP BAR 79 OVERLAY COLD PLASTIC PAVEMENT MARKING, 6" CROSSWALK 80 OVERLAY COLD PLASTIC PAVEMENT MARKING, 24" STOP BAR 81 OVERLAY COLD PLASTIC PVMT MARKING, ONLY 82 OVERLAY COLD PLASTIC PAVEMENT MARKING, CITY OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PAGE: 7 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 0.00 0.00 471.45 0.00 0.00 67.35 PROJECT: 2000 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE AMOUNT 29 STANDARD GATE VALVE MANHOLE (WELL) INCLUDING CASTING 30 ADJUST EXISTING ROADWAY BOX 31 ROADWAY GATE VALVE BOX 32 8" OR 10" P.V.C. (SDR 26) PIPE STORM SEWER INCLUDING SAND BACKFILL 33 12" P.V.C. (SDR 26) PIPE STORM OR COMBINED SEWER INCLUDING SAND BACKFILL 34 15"-24" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCL STONE BEDDING & SAND BACKFILL 35 30" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCL STONE BEDDING-& SAND BACKFILL 36 36" C 76 CLASS IV CONCRETE PIPE COMBINED SEWER INCL STONE BEDDING & SAND BACKFILL 37 8" DIAMETER FLOW RESTRICTOR 38 4", 6" OR 8" SEWER TAP 39 4" OR 6" P.V.C. (SDR 26) PIPE SEWER LEAD INCL SAND BACKFILL & RECONNECTION 40 4" OR 6" CORRUGATED PLASTIC EDGE DRAIN INCL. GEO-TEXTILE WRAP & BACKFILL 41 4" GALVANIZED STEEL PIPE SLEEVE 42 1"-2" P.V.C. SCHD 80 DIRECT BURIAL CONDUIT 43 MULTIPLE STREET LIGHTING CABLES 44 SALVAGE & RE-INSTALL STREET LIGHT POLE 45 LOOP DETECTOR INCLUDING LEAD-IN 46 1"-2" COPPER TUBING (TYPE K) IN OPEN CUT 47 1"-2" SERVICE FITTINGS OR REDUCERS (1"-3/4") 48 CONSTRUCTION SGN & TRAFFIC CONTROL PLAN 49 LIGHTED ARROW, TYPE A 50 BARRICADE TYPE II, LIGHTED 51 BARRICADE TYPE III, LIGHTED 52 SIGN, TYPE B TEMPORARY 53 REMOVING PVMT MARKING, LONGITUDINAL 54 REMOVING PAVEMENT MARKING, SPECIAL 55 TEMPORARY PAVEMENT MARKING, TYPE R OR 0.00 0.00 0.00 EA 0.00 EA 7.00 LF 270.00 LF 33.20 8,964.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 EA 0.00 0.00 0.00 EA 0.00 0.00 0.00 LF 0.00 0.00 8.00 LF 21.92 175.36 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 LF 0.00 0.00 0.00 LSUM 0.00 0.00 0.00 EA 0.00 0.00 0.00 LF 26.71 0.00 0.00 EA 29.23 0.00 1.00 EA 1,050.00 1,050.00 2.00 EA 600.00 1,200.00 50.00 EA 15.00 750.00 0.00 EA 50.00 0.00 212.00 SF 2.50 530.00 0.00 LF 1.25 0.00 0.00 SF 0.00 0.00 0.00 LF 3.15 0.00 0.00 EA • CITY OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 PAGE: 9 of 9 DATE: 08/27/01 ESTIMATE #: 5 CONTRACT #: S-0003 52.50 315.00 15.75 1,575.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 325.00 0.00 0.00 4.50 940.50 763.38 0.00 0.00 0.00 0.00 32,495.09 6.00 EA 100.00 LF 0.00 EA 0.00 EA 0.00 CY 0.00 GAL 13.00 CY 0.00 SY 209.00 SY 1.00 LSUM 0.00 CY 1.00 LSUM PROJECT: 2000 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE S AMOUNT LEFT TURN ARROW SYMBOL 83 RELOCATE OR REPLACE LAWN IRRIG HEADS 84 RELOCATE OR REPLACE LAWN IRRIG PIPING 85 REMOVE 8"-I8" TREE INCLUDING STUMP 86 2 t/2" CALIPER 'SKYLINE' LOCUST TREE 87 VOLCANIC ROCK SURFACE 88 CHEMICAL WEED SPRAY AND WEED REMOVAL 89 TOPSOIL (LOOSE MEASURE) 90 HYDROSEEDING INCL FERTILIZER AND MULCH 91 CLASS A SODDING, INCLUDING WATERING 92 REMOVE 12" HIGH SAND BAG DIKE 93 REMOVE & DISPOSE OF CONTAMINATED EXCAVATED MATERIAL - 94 BIDDERS REQUIREMENT PART B SUB-TOTAL TOTAL EARNED: 732,703.27 TOTAL: $814,167.23 Ci ngineer Approved by: City Manager Estimated by: Checked by: Approved by: MEN-ED SE-1n1E45 CITY OF ROYAL OAK, MICHIGAN ESTIMATE NO: 5 CONSTRUCTION ESTIMATE PAGE: I of 9 For work performed before: 6/4/01 DATE: 08/27/01 Project Description: Contract No.: S-0003 2000 Sewer Improvements Purchase Order No.: S000507 Purchase Order Date: 07/31/00 Contractor: Peter A. Basile Sons, Inc. 13000 Newburgh Road Livonia, MI 48151 Account No. & Contract Amount: Part A - 592.447.81401.8019 Part B - 592.447.81401.8044 $776,113.97 $38,053.26 TOTAL AMOUNT EARNED: $732,703.27 Previous Total Retained Additional Retainage this Estimate Retainage Reduction this Estimate 500.00 0.00 0.00 PAYMENT HISTORY TOTAL AMOUNT RETAINED: 500.00 FayEstimate #1 Fay Estimate #2 Pay Estimate #3 Pay Estimate #4 228,795.44 386,631.08 77,883.86 35,060.39 TOTAL AMOUNT EARNED LESS RETA1NAGE: LESS PREVIOUS PAYMENTS: PAYMENT DUE CONTRACTOR: 732,203.27 728,370.77 $3,832.50 PREVIOUS PAYMENTS: 728,370.77 Contractor Date Paid: I V/ 01 Check No.: 3130 G Date: F5 I z--7. to I Date: bi z 7/G Date: ZVO f Date: 607/2577- Pii'248AS.XTZ . . • • •• .... • ••. . • . . 'Toon i3 dd LIVONIA MI "-48151.-c• c7WCY.::: HUNDRED' TWENTY. .EIGHT • THOUSAND HUNDRED....::.:NINEV:. fl • • • DOLLARS AND • .44 'CENTS • •• • • - . • ••,- . . • . City of RoYai •Ogik ACcounts Payable 211 Williams Street RoyalOak, MI 48067 10/17/2000 22568:-. i 9-91 Natioital City uali 72-tr Detroit Michigan IP-0720003264 BA1K OLE 1022000 IP0720003264 .1.11 —1 -4 X 5 171 m c') 0 7 731 m m " c3 CI m c cf) (i) —1 0 07 mbd 19 NA 71 - cm O4 (''124 11SS 4.4..2 2 !ffl : i 0 Cr) rrl* 173j OM .0 033: u). c-1 rn- .0) • , k -VP4":4•1*., .!•.1 MIK uktA_ 10-0720SVU, : THREE HUNDRED -EIGHTY SIX THOUSAND SIX HUNDRED THIRTY- ONE 'DOLLARS' AND 08 CENTS • PETER cLi A '..E.AS1.1E- SONS ; TNC ••••'• • • , 2.3000 1JRthi I : -LIVONIA,"; 14.1 481.51,- _ a n4 , n City of Royal Oak Accounts Payable 211 Williams Street Royal Oak, MI 48067 ?CkiiipitpATA . 11 / 44200 National City Bank of Michigan/Illinois 8-91 Detroit Michigan AMOWU • ' *i*,*3136v63.1 • •City of Royal,Oak Accounts Payable 211 WIlliarits Street • Royal Oak, Mt 48067 HECK DATE :CHM( 1:2/1,2 /2.00.0 244.-92 . PAY -10 TOE :Gape, AFTER 90 DAYS EXPLANATION OF ADDITIONAL SECURITY FEATURES INDICATED ON REVERSE SIDE rum] e it 4 9 2u 1.6 III I. u SIBS - II - —o :t.7)71 0 m m c) xrri M rrl M > rri73 w tfi < +- DE 14 7,0 NAV1TY 04 ,r- (J) Z s :s:rr r- • rr rs; 17: ••n •xr• r Q g : ,--"imaveren1111Ir -41112 it.r4 u ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER & HAS A MICROPRINTED BORDER City of Royal Oak Accounts Payable National City Bank of Michigan/Illinois 211 Williams Street Detroit, Michigan Royal Oak, MI 48067 _ CHECK DATE 06/12/2001 CHECK NO. 31101 AMOUNT ****38,472.35 PAY TO THE ORDER OF RLAciAdA ---aukcw2)4269-6 PETER A BASILE SONS, INC 13000 NEWBURGH RD LIVONIA, MI 48151 4cIPW .mam 121) -4-4 M (i) I" n X 33 M 4 In m m or )0 5E XI 0 M C u) g .11011111. 8 .0 cri,;* <_ -n 0 CA 33 -I Ems' 0° Fcu EC) (az 68 C_4 c.n m ,Mx•• ••n•n•• ›0,0*- m ›m2.0 0 m x v• -o m > il.pg >513834 SA ;m g T7 b. ). 0 ..m. .4 . r al mcn m-'- >33 33 x3,3 rc71 I cn 0,z ; C>44 I 000 1 .M. —101IAL CM' WG1 (174* . z)* J.= rn <" n•••• M • P0720003664 BM KAI 132001 P07.2000 4 THIRTY EIGHT THOUSAND FOUR HUNDRED SEVENTY TWO DOLLARS AND 35 CENTS DOLLARS VOID AFTER 90 DAYS v0003LLOLv I0720009/Si: 0 42Lm000092 0 0'000384723S' 01 NATIONAL CITY — GENER PETER A BASILE SONS, INC ti Address•-130 00 NEVBURGE -4 - Invoice on File --;.:-Auttionzation Status- _ . aouting Level - - Next Routing Area ---jPO Balance Sub Total - OST PST / Total ended Amount: ent Status, Screen Optiorr and Check:. Authorization PO _ S0003 PE4 INTEREST EARNED Goct ITeyrris ritit.1498.901.81402.8048 Budget kith Iptiori • . RELOCATE SDLP: CROOKS ED BY LT11 AP ACCOUNTS PAYABIE IN 00-115-05 —R 02663 61101 51801 51201 31101 1 NATIONAL CITY — GENER 2700.00 - Address "..I3000 NEUBURGH on File Authorization Status:- , Routing Level • ' Net Routing Area " c PO Balance Sub Total GST - PST Total PETER A BASILE SONS, INC pended Amount yment Status e." Screen Option - nand Check: : - Authorization POSH _1;iclu)e on CI 3\ \ 11 ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER & HAS A MICROPRINTED BORDER City of Royal Oak Accounts Payable National City Bank of Michigan/Illinois no-- 211 Williams Street Detroit, Michigan Royal Oak, Ml 48067 , CHECK DATE 09/04/2001 CHECK NO. 34306 AMOUNT *****3,832.50 DOLLARS THREE THOUSAND EIGHT HUNDRED THIRTY TWO DOLLARS AND 50 CENTS PAY TO THE ORDER Ot PETER A BASILE SONS, INC 13000 NEWBURGH RD LIVONIA, MI 48151 R Lckcii4 Pt .&)-6-- ()el .• -7126gicaVbf VOID AFTER 90 DAYS o000343060 1:0720009Lsq 042/m0000920 '0000 38 3 2 5011' ,-,"-",---i rm ). 030 *C XI<-10 1:11-2 3,3 ,00C !".""/.. =1M32230 -6Z2 11 0 gZ om ,M1'4 OMO TIZMI.33 XX 5.-ID>C G/87:1 -nni am Sr-W'-<19.55> Orn) 30 2G, I0 -1 -400 M 3) °I C rn<cm M> mOm Mmvm MI, Mx- E como m rn i ROm - 0M ' 1 rul m171 m > x rn cn 0 c""4 1->> 2 21 > r zSA g 0 3) 1 00012g2 W7OK OTT BKge 41 - 0* x. _ aen i 7, i L,3*-.1-, ..:. LairleWel 114>7204)03264 75171750f.4; 0 0 Z 31 0 rn -I co m* Pu xi 3) < m=1 To Cr% 23c z 0 w -2- 0 1 (......m 4 C- - -i -2,11 ..- c. 00 z* i c...1 o . ml .o) r z m mm Z C 0 — Z 5 c C ; TOTAL: $1,113,705.96 53,843.00 0.00 0.00 PREVIOUS PAYMENTS: 892,973.05 Pay Estimate #1 Pay Estimate #2 Pay Estimate #3 Pay Estimate #4 Pay Estimate #5 116,448.21 136,587.69 167,692.58 116,478.52 355,766.05 Estimated by: Checked by: Approved by: Approved by: City Manager 47,73141 1-(-EWER Cos7, • CI OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE For work performed before: 12/20/01 Project Description: 2001 Sewer Improvements Contractor: L. D'Agostini & Sons, Inc. 15801 23 Mile Road Macomb Twp., MI 48042 ESTIMATE NO: PAGE: DATE: Contract No.: Purchase Order No.: Purchase Order Date: Account No.: Contract Amount: Change Order #1 CL#155 dated 8/5/01 592.447.81401.8050 Change Order #2 CCM dated 10/1/01 6 1 of 6 12/21/01 S-0101 S002321 05/30/01 $705,513.00 $288,962.00 $994,475.00 $82,410.96 36,820.00 592.447.81401.8050 202.467.81401.8050 TOTAL AMOUNT EARNED: $1,002,490.10 Previous Total Retained Additional Retainage this Estimate Retainage Reduction this Estimate PAYMENT HISTORY TOTAL AMOUNT RETAINED: 53,843.00 TOTAL AMOUNT EARNED LESS RETAINAGE: 948,647.10 LESS PREVIOUS PAYMENTS: 892,973.05 PAYMENT DUE CONTRACTOR: Contractor Date Paid: Check No.: 3 j (.0 Date: Date: A9 /-6,04e. Date: Date: $55,674.05 ITEM DESCRIPTION QTY UNIT PRICE AMOUNT • i OF ROYAL OAK, MICHIGAN ,ONSTRUCTION ESTIMATE CONTRACTOR: L. D'Agostini & Sons, Inc. 15801 23 Mile Road Macomb Twp., MI 48042 PAGE: DATE: ESTIMATE #: CONTRACT #: 2 of 6 12/21/01 6 S-0101 J 4,) PROJECT: 2001 Sewer Improvements 1 BIDDER REQUIREMENT 1.00 LS 2 REMOVE 8"-18" TREE INCL. STUMP 0.00 EA 3 REMOVE 6"-8" CONCRETE PAVEMENT OR BASE 7z...7624.60 SY INCL. CURBING INCL. SAWCUTTING 4 REMOVE 4"-8" CONCRETE DRIVE OR SIDEWALK to41360.20 SY INCL. SAWCUTTING 5 CRUSHED CONCRETE FOR SUB-GRADE y 679.40 TON UNDERCUTTING & MAINTAINING TRAFFIC 6 TEMPORARY PATCHING WITH BIT. MIXTURE 0.00 TON 7 CROSSING OF EXISTING SEWERS, SEWER LEAD 10.00 EA AND WATER MAINS 8 CROSSING OF UNKNOWN EXISTING WATER 0.00 EA SERVICES THAT ARE NOT FIELD STAKED 9 BULKHEAD FOR 4-12 PIPE NOT SHOWN ON PLANS 23 27.00 EA 10 BULKHEAD FOR 15--27- PIPE NOT SHOWN ON PLANS 3.00 EA 11 CONCRETE GRADE 30M FOR SEWER CRADLE 11.00 CY & ENCASEMENT 12 TELEVISION INSPECTION OF SEWER 0.00 LF 13 5' DIA. STANDARD MANHOLE INCLUDING 4.00 EA CASTING & 8" DIA. DROP CONNECTION 14 5' DIA. STANDARD MANHOLE INCL CASTING 8.00 EA 15 6' DIA. STANDARD MANHOLE INCL CASTING 3.00 EA 16 4' DIA. STANDARD MANHOLE INCL CASTING 1.00 EA 17 REMOVE CATCH BASIN, INLET, MANHOLE, OR g2 11.00 EA WATER MAIN GATE WELL 18 ABANDON CATCH BASIN, INLET, MANHOLE, 2.00 EA OR WATER MAIN GATE WELL 19 RECONSTRUCT CATCH BASIN, INLET, MANHOLE, 6.00 EA OR GATE WELL UP TO 3' BELOW TOP OF MASONRY 20 RECONSTRUCT STRUCTURES - ADDITIONAL 0.00 VFT DEPTH BELOW 3' FROM TOP OF MASONRY 21 ADJUST CATCH BASIN, INLET, MANHOLE, GATE 17.00 EA WELL, OR UTILITY CASTING 22 REMOVE AND REPLACE CASTING 6365.00 LB 23 4' DIA CATCH BASIN INCL CASTING & TRAP 2.00 EA 0.00 0.00 400.00 0.00 6.00 45,747.60 8.00 15.00 100.00 50.00 500.00 100.00 2,700.00 175.00 525.00 150.00 1,650.00 1.00 0.00 2,500.00 10,000.00 1,800.00 14,400.00 3,000.00 9,000.00 1,500.00 1,500.00 400.00 4,400.00 300.00 600.00 1,000.00 6,000.00 300.00 0.00 350.00 5,950.00 3.00 19,095.00 1,200.00 2,400.00 lii Z ,Soo .4 <4 50 ,o / siao. 10,881.60 5.;5".41 10,191.00 5O 95 0.00 500.00 d/CO 0 0 0.00 PAGE: DATE: ESTIMATE #: CONTRACT #: 3 of 6 12/21/01 6 S-0101 ‘11 sk QTY ITEM DESCRIPTION UNIT PRICE $ AMOUNT 100.00 175.00 50.00 200.00 0.00 21,425.00 8.00 80.00 165.00 45.00 51.00 45.00 18.00 10.00 2,040.00 0.00 26,400.00 4,005.00 0.00 6,000.00 9,000.00 0.00 - • , OF ROYAL OAK, MICHIGAN ,ONSTRUCTION ESTIMATE CONTRACTOR: L. D'Agostini & Sons, Inc. 15801 23 Mile Road Macomb Twp., MI 48042 PROJECT: 2001 Sewer Improvements 24 STANDARD GATE VALVE MANHOLE (WELL) 3.00 EA INCLUDING CASTING 25 ADJUST EXISTING ROADWAY BOX 2.00 EA 26 ROADWAY GATE VALVE BOX 0.00 EA 27 8" OR 10" P.V.C. (SDR 26) PIPE STORM SEWER 315 428.50 LF INCLUDING SAND BACKFILL 28 12" P.V.C. (SDR 26) PIPE STORM SEWER 43.00 LF INCLUDING SAND BACKFILL 29 12" C76 CLASS IV CONCRETE PIPE SEWER INCL 975.80 LF STONE BEDDING & SAND BACKF1LL 30 15"-24" C 76 CLASS IV CONCRETE PIPE SEWER 1153.70 LF INCLUDING STONE BEDDING & SAND BACKFILL 31 30"-36" C 76 CLASS IV CONCRETE PIPE SEWER 4044 530.00 LF INCLUDING STONE BEDDING & SAND BACKFILL 42" C 76 CLASS IV CONCRETE PIPE SEWER Ail-) 24.00 LF INCLUDING STONE BEDDING & SAND BACKFILL 33 4", 6" OR 8" SEWER TAP 34 4" OR 6" P.V.C. (SDR 26) PIPE SEWER LEAD INCLUDING SAND BACKFILL & RECONNECTION 35 4" OR 6" CORRUGATED PLASTIC EDGE DRAIN IN GEO-TEXTILE WRAP & BACKFILL 36 BORING WITHOUT CASING 37 BORING WITH 24" CASING ke 38 • 4" OR 6" (D.I.A21.51 W/C.L.) WATER MAIN INCLUDING FITTINGS 39 8" (D.I.A21.51 W/C.L.) WATER MAIN INCL FITTIN 26.00 LF 40 12" (D.I.A21.51 W/C.L.) WATER MAIN INCL FITTI 790.00 LF 41 SAND BACKFILL FOR WATER MAIN TRENCHES 274.00 LF 42 ADDITIONAL COMPENSATION FOR EXTRA DEP 50.00 LF WATER MAIN INSTALLATION (6"-12") 43 12" X 12", 12" X 8" OR 12" X 6" TAPPING SLEEVE 0.00 EA & VALVE 44 8" X 8" OR 8" X 6" TAPPING SLEEVE & VALVE 2.00 EA 45 12" GATE VALVE 3.00 EA 46 6" OR 8" GATE VALVE 0.00 EA 1,600.00 4,800.00 /VA" 60.00 2,580.00 60.00 58,548.00 56,51Eot 125.00 144,212.50 / 7.1 2 145.00 76,850.00 200.00 4,800.00 200.00 10,600.00 /0,4,0,01 25.00 16,637.50 /t3 7.5 I020.6e 1,326.00 35,550.00 4,932.00 500.00 4,000.00 3,000.00 3,000.00 2500.00 32 53.00 EA 665.50 LF 255.00 LF 0.00 LF 160.00 LF 89.00 LF ROYAL OAK, MICHIGAN UCTION ESTIMATE roi,TRAcToR: L. D'Agostini & Sons, Inc. 15801 23 Mile Road Macomb Twp., MI 48042 PAGE: 4 of 6 DATE: 12/21/01 ESTIMATE #: 6 n% CONTRACT #: S-0101 PROJECT: 2001 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE $ AMOUNT 47 STANDARD GATE VALVE MANHOLE (WELL) 0.00 EA 1,200.00 0.00 EXCLUDING CASTING 48 ROADWAY GATE VALVE BOX 0.00 EA 200.00 0.00 49 • INSTALL NEW 6" HYDRANT BR. INCL FITTINGS, 3.00 EA 3,000.00 9,000.00 EXTENSIONS, AUXILIARY VALVE & ROAD BOX 50 ADDITIONAL 4" OR 6" WATER MAIN FITTING 0.00 EA 250.00 0.00 51 ADDITIONAL 8" WATER MAIN FITTING 0.00 EA 275.00 0.00 52 ADDITIONAL 12" WATER MAIN FITTING 0.00 EA 350.00 0.00 53 REMOVE ROADWAY GATE VALVE BOX 1.00 EA 50.00 50.00 54 REMOVE EXISTING HYDRANT ASSEMBLY 1.00 EA 400.00 400.00 55 REMOVE EXISTING GATE VALVE OR TAPPING 0.00 EA 400.00 0.00 SLEEVE VALVE INCLUDING MANHOLE (WELL) OR ROAD BOX 56 ABANDON EXISTING GATE VALVE OR TAPPING 0.00 EA 300.00 0.00 SLEEVE VALVE MANHOLE (WELL) OR ROAD BOX 57 1"-2" COPPER TUBING (TYPE K) IN OPEN CUT 0.00 LF 20.00 0.00 58 1" COPPER TUBING (TYPE K) BORE UNDER 305.00 LF 25.00 7,625.00 EXISTING PAVEMENT 59 11/2" OR 2" CORPORATION STOP VALVE 0.00 EA 500.00 0.00 60 1" CORPORATION STOP VALVE 17.00 EA 75.00 1,275.00 61 1 1/2" OR 2" CURB STOP VALVE 0.00 EA 150.00. 0.00 62 1" CURB STOP VALVE 16.00 EA 125.00 2,000.00 63 11/2" OR 2" SERVICE FITTINGS OR REDUCERS 0.00 EA 60.00 0.00 ( 11/2" TO 2" OR 1") 64 1" SERVICE FITTINGS OR REDUCERS (1" TO 3/4") 17.00 EA 30.00 510.00 65 CURB STOP BOXES FOR 1", 11/2" & 2" VALVES 17.00 EA 100.00 1,700.00 66 • LIGHTED ARROW, TYPE A - /..IL t-- 2.00 EA 1,000.00 2,000.00 Zoo° , o 0 67 • BARRICADE TYPE II, LIGHTED in.- 87.00 EA 55.00 4,785.00 Z 34 7 . 68 • BARRICADE TYPE III. LIGHTED I/2, 19.00 EA 150.00 2,850.00 PiZS, 0 0 69 • SIGN, TYPE B TEMPORARY in- 341.00 SF 10.00 3,410.00 /10.5, 00 70 REMOVING PAVEMENT MARKING, LONGITUDIN 0.00 LF 2.00 0.00 71 REMOVING PAVEMENT MARKING, SPECIAL 0.00 SF 5.00 0.00 72 TEMPORARY PAVEMENT MARKING, TYPE R OR 0.00 LF 3.00 0.00 NR, 4" YELLOW OR WHITE 73 yz, AGGREGATE BASE COURSE-2 IAA CRUSHED 1/2. 3498.35 TON 14.00 48,976.90 0 IN . 45 LIMESTONE QTY ITEM DESCRIPTION UNIT PRICE AMOUNT . OF ROYAL OAK, MICHIGAN CONSTRUCTION ESTIMATE CONTRACTOR: L. D'Agostini & Sons, Inc. 15801 23 Mile Road Macomb Twp., MI 48042 PAGE: DATE: ESTIMATE #: CONTRACT #: 5 of 6 12/21/01 Ni J 6 'S‘ ‘4 \ S-0101 \(‘ PROJECT: 2001 Sewer Improvements 723 .'14, 30./44 74 5/8" STD. EXPANSION-ANCHORED HOOK BOLTS 75 6" CONCRETE PAVEMENT W/INTEGRAL CURB 76 8" CONCRETE PAVEMENT WINTEGRAL CURB 77 ' 8" CONCRETE BASE COURSE 78 CONCRETE CURB & GUTTER, DETAIL F3 MODIF 79 1 - 4" CONCRETE SIDEWALK INCL HANDICAP RAM 80 1- 6" CONCRETE DRIVEWAY OR SIDEWALK INCLUDING HANDICAP RAMPS 81 8" CONCRETE DRIVEWAY OR SIDEWALK INCLUDING HANDICAP RAMPS 82 ADDITIONAL CEMENT 83 COLD-MILLING BITUMINOUS SURFACE INCL. EDGE TRIMMING 84 HAND PATCHING 85 REPAIRING PVMT JOINTS AND CRACKS, DETAIL 86 REPAIRING PVMT JOINTS AND CRACKS, DETAIL 87 BITUMINOUS MIX NO. 4C (PG 64-28 & AWI 260) 88 BITUMINOUS MIXTURE NO. 3C (PG 58-28) 89 BITUMINOUS APPROACH 90 FAST-DRY PVMT MARKING, 4" YELLOW OR WH 91 THERMO PLASTIC PAVEMENT MARKING, 4" YELLOW OR WHITE 92 THERMO PLASTIC PVMT MARKING, 6" X WALK 93 OVERLAY COLD PLASTIC PAVEMENT MARKING 24" STOP BAR 94 OVERLAY COLD PLASTIC PAVEMENT MARKING 6" CROSSWALK 95 OVERLAY COLD PLASTIC PVMT MARKING, ONL 96 OVERLAY COLD PLASTIC PAVEMENT MARKING RIGHT TURN ARROW SYMBOL 97 RELOCATE OR REPLACE LAWN IRRIGATION HE 98 RELOCATE OR REPLACE LAWN IRRIGATION PIP 99 2'4" CALIPER FRAXINUS AMERICANUS "AUTUMN PURPLE" TREE 100 5' PICEA PUNGENS 'BLUE SPRUCE' 92.00 EA 7524.20 SY 211.30 SY 39.50 SY 0.00 LF 1149.40 SF 575.90 SY 0.00 SY 0.00 TON 0.00 SY 0.00 TON 0.00 LF 0.00 LF 0.00 TON 5.00 TON 0.00 TON 0.00 LF 0.00 LF 0.00 LF 0.00 LF 0.00 LF 0.00 EA 0.00 EA 0.00 EA 0.00 LF 0.00 EA 0.00 EA 8.00 736.00 35.00 263,347.00 43.00 9,085.90 30.00 1,185.00 20.00 0.00 3.50 4,022.90 4.00 2,303.60 5.00 0.00 160.00 0.00 10.00 0.00 125.00 0.00 10.00 0.00 12.00 0.00 100.00 0.00 100.00 500.00 100.00 0.00 3.00 0.00 3.00 0.00 20.00 0.00 25.00 0.00 250.00 0.00 250.00 0.00 300.00 0.00 75.00 0.00 15.00 0.00 350.00 0.00 400.00 0.00 131,1,71,1 (15..9c 1533,96 P1560, 94 500,00 100.00 0.00 100.00 0.00 10.00 0.00 7.00 0.00 2.00 0.00 4.00 8,272.80 8.00 0.00 25.00 0.00 0.00 EA 0.00 EA 0.00 GAL 0.00 CY 0.00 SY 2068.20 SY Yz 0.00 SY 0.00 CY I ./ , OF ROYAL OAK, MICHIGAN PAGE: 6 of 6 i JNSTRUCTION ESTIMATE A DATE: 12/21/01 ....• CONTRACTOR: k+ It-L. D'Agostini & Sons, Inc. ESTIMATE #: 6 ) - 15801 23 Mile Road 1/40 Macomb Twp., MI 48042 CONTRACT #: S-0101 ,s....; m \... PROJECT: 2001 Sewer Improvements ITEM DESCRIPTION QTY UNIT PRICE S AMOUNT 101 15" JUNPEROUS HORIZONTAL'S 'EMERALD SPREADER' 102 18" EUONYMOUS ALATUS COMPACTA 'DWARF BURNING BUSH' 103 CHEMICAL WEED SPRAY & WEED REMOVAL 104 TOPSOIL (LOOSE MEASURE) 105 HYDROSEEDING INCL FERTILIZER AND MULCH 106 CLASS A SODDING, INCLUDING WATERING 107 MULCH, SHREDDED BARK 108 REMOVE & DISPOSE OF CONTAMINATED EXCAVATED MATERIAL CHANGE ORDER #1 109 12" C76 CL. IV SEWER IN 24" CASING 110 24" BORE WISTEEL CASING FOR SEWER 160.00 LF 136.18 160.00 LF 192.00 TOTAL EARNED: 21,788.80 7 f, 30,720.00 Io,no ,00 1,002,490.10 < 5431 I 17 -24 J. ++ + + ++ + + + + + + + + +4- + + + + + + + + + + + + + * D 0 0 0 0 0 0 0 CD 0 0 0 C) 0 0 0 0 0 0 CD 0 0 0 0 CD 0 0 0 0 0 ,--.010000000000000000-_D0LACI00 1/400000-1- 3-- -4- Lo ,0 ct 0 0 0 0 0 0 0 IA 0 LA 0 0 in 0 0 - 5 :I UN 0 a) ON 0 ,s1 CO 0 Cn4 . • 4 .r*s • , • 4 4 • • 0 • 5 • 'ea r 4 I • • 4 • N In ON In 0 N Ix\ 0 p p -^1 ...t - 0 reN c\J 0 .D --\-i 0 0D r:-. CO n LA 0 14-n 01) :0 CO 0 --t n -c-N ‘..o 0 --.....- c...J .,---- LA (NJ .0 ko 0 0 ro. --d- L-- -.4( n0 ,,- ...c‘ .4- L.r\ .- 2.-- C.-- r- r. ..., .. ... a a a a , a a . • A 55 a A a A A a, C \ 4 \ 0 In C'51 N".•• CD --.4 PC 't 1.7 C:. ."-Z. '....) '.0 - 04 C\t - ,-- ..,--- .- <- c.) ,--- 4 - 0 rc1 - - - 1,71 ,zt - s- - t'r'N `*.‘ LA nnn•n TOTAL: $1,113,705.96 116,448.21 136,587.69 167,692.58 116,478.52 355,766.05 Pay Estimate #1 Pay Estimate #2 Pay Estimate #3 Pay Estimate #4 Pay Estimate #5 gr Engineer City Manager CITY OF ROYAL OAK, MICHIGAN ESTIMATE NO: 6 /- CONSTRUCTION ESTIMATE PAGE: 1 of 6 For work performed before: 12/20/01 DATE: 12/21/01 Project Description: Contract No.: S-0101 2001 Sewer Improvements Purchase Order No.: S002321 Purchase Order Date: 05/30/01 Contractor: L. D'Agostini 84. Sons, Inc. Account No.: 592.447.81401.8050 $705,513.00 15801 23 Mile Road 202.467.81401.8050 $288,962.00 Macomb Twp., MI 48042 Contract Amount: $994,475.00 Change Order #1 CL#155 dated 8/5/01 $82,410.96 592.447.81401.8050 Change Order #2 CCM dated 10/1/01 36,820.00 TOTAL AMOUNT EARNED: $1,002,490.10 Previous Total Retained Additional Retainage this Estimate Retainage Reduction this Estimate 53,843.00 0.00 0.00 PAYMENT HISTORY TOTAL AMOUNT RETAINED: 53,843.00 TOTAL AMOUNT EARNED LESS RETAINAGE: 948,647.10 LESS PREVIOUS PAYMENTS: 892,973.05 PAYMENT DUE CONTRACTOR: $55,674.05 PREVIOUS PAYMENTS: 892,973.05 Estimated by: Checked by: Approved by: Approved by: Contractor Date Paid: 44°c)- Check No.: 3 t CIP Date: Date: fa /-c5eiy" Date: Date: ORIGINAL DOCUMENT IS PRINTED ON_CHEMICAL .REACTIVE PAPER & HAS A 11,11CROPRINTED BORDER ?Pit;$1 r . , - at _11.*.....,2.% THE OF VERSE ',IDE OF THIS DOCUMENT INCLUDES AN AR1IFICIAL WATERMARK - HOLD AT AN ANGLE 10 VIEW MESEnaliti m 0) m !,.. ..., 0<m- i -n Tv IV > m —E , z Ca ›1:1 go P0,33 cm 2 0 g ,ii:(7200CIL326 41 —. 0720003261i C:3 KAI 08232001 . z* oo ;IR .....4 gi 1 -L.—. 4- 4- :•—•• :":4-4:r: •="1. • to "..: •••• n • "z•- al% -r-T.:-.: -_:: z• ,..-z...5...r..47,,..- --- - 1- • A 33 CI) X 33 fT1 11000 3 389 7111 1:0 ? 20009 151: ell 2 111100009 211' 16 1,41:1 2 Lel' .i.110.10,001r, a -i! ,f.‘ -i q•,‘ -. 0 ph mr-z 2.-r-ooc 1--.1.- -, M film 0 C a Z 33 533 31•0xcnzO Om r" m P 20-133 (n I () -1=1 >C30 Xi 3:1 MC xi r'l -0 33. 0 71 0 x —311 Ccum0 Ariz m 4 12"3 Co x x 0 31 m m m 3... cr) co > > C ,.. z E 33 am C U (1) 2 vigg' 01 m 5 - rri AL CITY CITY • 211 Williams Street!. .' Royal Oak; MI 48067 11 ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER & HAS A MICROPRINTED BORDER CitrOf Royal Oak Accounts Payable National CIi Oink 1; 101 ganiii Datiatt 'Michlos womummateamiltli HUNDRED EIGHTY fo 141 .;.44 L:ON,4161-1.44 ApiOSTIN.I 1,1,c-:40 Re:vtirsp-tm ' gi THE REVERSE SIDE OF THIS DOCUMENT INCLUDES AN ARTIFICIAL WATERMARK .- HOLD AT AN AN(..:::LE 000034943e 1:0720009 1m 1.8 L1110000920 "00 136 51376 n•n•• CO nI 0, tn a 4) N., -. >CUO*C li<ICI 33I-13. isr-ooc =1;1,m 3333(sE3-zzi m o c zom-13`4] il il 520,z0100z 0,A Eh m l-rrrr-Cpg1)-1=X• 0 4n >0 -i13E-4 -, 0 m < E In 11 >, ,ti 0.... xl xr rn -0 33 co 1 tn 7S-n CDDITICn M >3333 13 M 0 X R 50 m3 3 0-n m > cn cn _ C o k > Z M > z a m -1 g 1:1 CU/ Cl. -42 >-/M 320 ,000 12,i . G t1on. CITY . . ,-, talk 944 CZI 11,000326-4 MR NI 09202901 11k0 0003264 - E 8 .0 crl si 33 < — m-4 o -n XI —I -4.410/b :DK -0 go 5 33 r coz co 0 •rn r- z 4 •4411,'. ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER & HAS A MICROPRINTED BORDER gi City' Of ROYal Oak Accounts Payable , National City' Bink of Mic 7 gan“ hr , 21 1 Williams Street „ Detroit, Michigan ROVel Orflc, MI 48067 - - 1t416/20-0-1 - RED ' SIXTY SEVEN THOUSAND -SIX HUNDRED NINETY TW AND -58 JC ITIp WS', tI48 ID AFTEFtpp.pAy§, "0003 59 2" 40 7 20009 LSI: ell 2 L11100009 20 1000 6 769 258." NJ ssj CZ, ED 5 E00c . =1,,,„. m z 4 - 1 ,5 31 -n 0 z ca.,, q -- _033-om s ix clxeiz-orn> b-, m o-!.., 0u), >0-433z= ,c) c 0, im,. co l 6. PR-E.m u, m m i >,. 1, 33 0 . x -s x m 0m ms• VITI o - ).). 0z 2 xi > a am -14.m C fn > 6 .4' IOW ;VENAL CITY -wrv 8 ilai" 1" 0 5 m —,..r.,:-....... 11:-. H71:71h _ .j. a w 7 81r I I z `41* I Ift, M I 3 I B • 33 3337 < m Orn -n 0 z1 0 g cnz qco 9 oo -4 I, m X •CD - 011' 17 gi V :Fs „Fs ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER F. HAS A MICROPRINTED BORDER u City of Royal Oak Accounts Payable 211 Williams Street Royal Oak, Ml 48067 _ National City Bank of Michigan/Illinois Detroit, Michician 14.64741 5 PAY.. To THE ORDER -."1, 1OF D' AG64,TJNI &4SQNS, 00m- 2ae1 dt0z,61-, -; MACOMB TWSP , MI 4 042 l'AFTER, 90 DAYS. , &la v00037053" 407200091,54 04 -2L1E000092e noLLEitaas210 -1= er 140' CO I. 17:11 3.030*x -n<-40 33 r" > - 0 0 c !••••". m 0x0z17M> - - 5:11g0.13 8 r- m 0.0 z = C 0 C m<Mm m 33 33m-0 33 a cn m Cr) rri .3o 33 re X frl M 0 al 2, rn C - _i - 33 f2 FT-1 cn -4 -i > E z > C _ Z - of Roat Oak ACcounis'Pajfgble , 211 Vihiliams - ' ROVel Oak, MI 48067 ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER & HAS A MICROPRINTED BORDER gi _ National City Bink of Detroit, Michigan - 10111-tai SINEMEN=TNT' _THOUSANEP-SEVEN HUNDRED SIXTY ' S oyQ1D,PAFTER.,90 DAYS 000038 L790 I:07200091,Si: 042/m0000920 1000355766051 -1 -4 I I m 2 mm n, 7, al rn 4 My. 0 al 233 fr C W CO -7-71 • C-"3 .1k0.72000 ANCONEAU:. 222001 100720t43264 " 0 r(fi r- > 81-00c drp.m 113,85 0. 5 2 -0 m > p 22 8 -n 33 m s -I -4darcio m < m.„› m xim-0 33 co - Emmcn mX •> 33 33 33 co x33 2 RI 2 cn 6 . cn -I ° z Z Z•;pi tr4.1 _0001 cif' r7. _ 8 .0 m cn al* < m orn Cs. c Z 0 5 II cn 2 5 n C co c m -H-o() • c - m_ • Cn II ORIGINAL DOCUMENT IS PRINTED ON CHEMICAL REACTIVE PAPER & HAS A MICROPRINTED BORDER 1, City., of RciiiisMak Addourifsliable 211 Williams Street Royal Oak, Ml 48067 _ _ _ _ National City Bank of Michigan/Illinois* Detroit, Michigan •VOACKPATET CASK MZ'S: - - - _ - a-_-440 8 -f2k0 2 - 3902,6 •,'iiAP4OUNT , ,FTV FIVE THOUSAND; S-IX -HUNDRED *SEVENTY FOUR DOLDARS 'AND 05 CENTS -1 .:VDID .AFTER 90 DAYS - - • n•000390760 ':07 20009 L SI: Ins 2 L..00009 2" /000 SS 6 ?OS" CD 0 • 1 z cn 0 33 -n 4 - z 3.1:13H 3SEI0CIN3 -co m 53 • .-•-• •rc_, m • CO r 1F.072000 1141 ONEAll P0724000 >,:,,„..),-,,,<_,. 33 I-I >,-5,00C !'a.tv ig•ini3)330E)Z33 TI O CZ 0 ma 33 i I 6 1 6 2 -0 rn > -% 5 33 >033020m arTI r rnr: ,•0-i33M 0 °FT' A 0 -I 33 2 d I (•) .4'713.00 m 3: roc 33m T 33 TD -, Cm, M Cn 133 - m 4 m m -1 -, m x• o -I A cn a _ c 3., -I 0 rfl Z _1 ,-.?, -I z 33 0 -, Ir 1000 I CITY Resolution #02109 April 18, 2002 The Chairperson referred the resolution to the Finance Committee. There were no objections. FISCAL NOTE (M.R. 402109) May 2, 2002 BY: FINANCE COMMITTEE, SUE ANN DOUGLAS, CHAIRPERSON IN RE: ENVIRONMENTAL INFRASTRUCTURE FUND REIMBURSEMENT FOR PROJECT IN THE CITY OF ROYAL OAK - FY 2000, FY 2001, AND FY 2002 ALLOCATION TO THE OAKLAND COUNTY BOARD OF COMMISSIONERS Chairperson, Ladies and Gentlemen: Pursuant to Rule XII-C of this Board, the Finance Committee, has reviewed the above referenced resolution and finds: 1. $245,308.64 is available annually in the Environmental Infrastructure Fund for FY 2000, FY 2001 and FY 2002, for a total of $735,925.92, to reimburse the City of Royal Oak for these projects; no additional appropriation is required. 2. The Committee recommends adoption of the resolution. FINANCE COMMITTEE FINANCE COMMITTEE Motion carried unanimously on a roll call vote with Friedman Appel absent. G. William Caddell, County Clerk Resolution #02109 May 2, 2002 Moved by Patterson supported by Suarez the resolutions on the Consent Agenda be adopted (with accompanying reports being accepted and appointments being confirmed). AYES: Brian, Buckley, Causey-Mitchell, Coleman, Crawford, Dingeldey, Douglas, Garfield, Gregory, Law, McPherson, Melton, Middleton, Moffitt, Moss, Obrecht, Palmer, Patterson, Sever, Suarez, Taub, Webster, Amos, Appel. (24) NAYS: None. (0) A sufficient majority having voted therefore, the resolutions on the Consent Agenda were adopted (with accompanying reports being accepted and appointments being confirmed). 1 HEREB'PRefil,'THE FOREGOING RESOLUTION SV2/1 L. Bro,ePatterson, County Executive Date STATE OF MICHIGAN) COUNTY OF OAKLAND) I, G. William Caddell, Clerk of the County of Oakland, do hereby certify that the foregoing resolution is a true and accurate copy of a resolution adopted by the Oakland County Board of Commissioners on May 2, 2002, with the original record thereof now remaining in my office. In Testimony Whereof, I have hereunto set my hand and affixed the seal of the County of Oakland at Pontiac, Michigan this 2nd day of May, 2002.