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HomeMy WebLinkAbout08/06/2025 Motion to accept the lowest-cost, responsive bid for the Central Gateway Site Work Project for a price not to exceed $312,681.46.M+awn �'xytlts�=e Item Cover Page Subject Motion to accept the lowest -cost, responsive bid for the Central Gateway Site Work Project for a price not to exceed $312,681.46. Meeting August 6, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Fiscal Impact (Y/N) Y Dollar Amount $312,681.46 Budget Source Prospect and Main TIF Fund Category VILLAGE MANAGER'S REPORT Type Action Item Information This memorandum transmits the bid results for the Central Gateway Site Work. This project has been identified as a high -priority management action in the Village's 2025 Strategic Plan. The Central Gateway site is located at 310 West Northwest Highway. The Village purchased this property in June 2024 and took possession of the property on November 30, 2024. The property hosts a one-story, masonry, commercial building with no basement. The building and property were most recently the site of an automotive repair facility. The property had previously been the site of a commercial gas station. The building is currently vacant and being demolished. The Village Board approved the demolition contract for an amount not to exceed $186,692.00 to Fowler Enterprises at the June 3, 2025 Village Board Meeting. The demolition will result in a cleared site, backfilled with clean dirt to the existing ground level, ready for the next steps of development. All environmental concerns will be addressed as part of the demolition contract. The next step is to construct the site work for the project. The restoration plan for this site primarily features permeable surfaces including various plantings, trees, shrubs, turf, and seasonal flowers. The site will also host a clock tower as the main architectural centerpiece at the heart of the plaza. A small amount of brick sidewalk will be installed within the plaza to access the clocktower and six new public parking spaces will be installed along the eastern edge of the property. A new garbage enclosure, some nominal pedestrian -level lighting, curb - cut removal, and brick replacement in the adjacent Central Road and Northwest Highway rights -of -way will also be included in the project scope. This site work contract includes parking lot construction, alley resurfacing, clock tower foundation, garbage enclosure pad, and all concrete edge work required for brick paver installation. Items excluded from the contract include landscaping, brick paver installation, electrical work, light fixtures, irrigation and clock tower installation. These items will be accomplished through a separate contract. Village staff is seeking at this time to enter into a construction contract for the site work as described above. Site work is expected to begin in September and be completed by the end of October. Hardscaping and landscaping will take place after the site work is complete and is separate from this project. Bids were let on July 11, 2025. Invitations to bid were distributed to contractors that have submitted bids on similar projects in the past. A bid notice was posted on the Village website and the Euna OpenBids (formally Demandstar) clearinghouse website. Bid Results A bid opening for the project was held on July 28, 2025, with three contractors submitting bids. A low bid of $284,255.87 was received from Alliance Contractors Inc. of Woodstock, Illinois. Below is a summary of the bids: ........................................................................................................................................................................................................................................................... Bidder Total Bid Alliance Contractors Inc. $284,255.87 MYS Incorporated $288,299.55 Martam Construction Inc. 289 383.00 Discussion All bidders submitted a bid bond in the amount of 10% of their total bid as required by the contract documents. Bids were checked for accuracy and no errors were found. All bidders submitted the required documents and correctly signed their bid and bid bond. Alliance Contracts Inc. of Woodstock, Illinois has provided general construction services for over 48 years, including infrastructure work like parking lots, sidewalks and streetscape. They recently completed the IL 83 (Main Street) & Busse Avenue Crosswalk Project as well as the Rand -Central -Mount Prospect Intersection Improvements in the Village. Their work has been acceptable. The low bid from Alliance Contractors Inc. was 1.4% lower than the next highest bid and 1.8% lower than the highest bid on the project. Due to the three bids coming in within 2% of each other, Village staff are confident the prices match the current market rate for the type and size of project. Staff recommends a 10% contingency be included in the construction contract to allow for quantity variances and unanticipated conflicts. For the construction contract, a 10% contingency added to the lowest bid would result in a total contract award of $321,681.46. (Base Bid: $284,255.87 + Contingency: $28,425.59 = Total Recommended Award: $312,681.46). Alternatives 1. Accept lowest -cost, responsive bid for the Central Gateway Site Work Project. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board accept the lowest -cost, responsive bid for construction of the Central Gateway Site Work as submitted by Alliance Contractors Inc. of Woodstock, Illinois in an amount not to exceed $312,681.46. Attachments 1. Central Gateway Plans 2. Alliance Bid 3. Bid Tab FOR INDEX OF SHEETS AND HIGHWAY STANDARDS SEE SHEET NO.02 THIS PROJECT IS LOCATED IN THE VILLAGE OF MOUNT PROSPECT I PROJECT LOCATION I 09 0p 0pP 0 oo ■ ■ ■ ■ ■ 00 1"=4 ' VILLAGE OF MOUNT PROSPECT PLANS FOR PARKING LO IMPROVEMENTS 310 NORTHWEST HIGHWAY CENTRAL GATEWAY IMPROVEMENTS VILLAGE OF MOUNT PROSPECT COOK COUNTY R 11 E I INDEX OF SHEETS 1 COVER SHEET 2 INDEX OF SHEETS, STATE STANDARDS AND GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 TYPICAL SECTIONS 5 REMOVAL PLAN 6 PARKING LOT GRADING PLAN 7 CURB EDGING PLAN 8 DRAINAGE AND UTILITY PLAN 9 PAVEMENT MARKING PLAN 10 - 11 CLOCKTOWER & LIGHTING DETAILS 12 VILLAGE OF MOUNT PROSPECT DETAILS 13 TC-10: TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS AND DRIVEWAYS HIGHWAY STANDARDS STANDARD NO. 000001-08 280001-07 424021-06 424026-03 hn,)nni-m DESCRIPTION STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS TEMPORARY EROSION CONTROL SYSTEMS DEPRESSED CORNER FOR SIDEWALKS ENTRANCE / ALLEY PEDESTRIAN CROSSINGS C4TCH RAsrni TYPF A MAINTENANCE OF TRAFFIC NOTES 1. TRAFFIC CONTROL DEPICTED IN THE APPLICABLE IDOT AND DISTRICT ONE DETAI AND STANDARDS ARE THE MINIMUM REQUIREMENTS. OTHER WORK OR SIGNM MAY BE REQUIRED BY THE ENGINEER. TRAFFIC CONTROL AND PROTECTION SHA BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, DIVISIC 700; APPLICABLE GUIDELINES IN THE ILLINOIS MANUAL ON UNIFORM TRAFF CONTROL DEVICES FOR STREETS AND HIGHWAYS; AND APPLICABLE HIGHW! STANDARDS FOR TRAFFIC CONTROL, UNLESS HEREIN REVISED. 2. THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND TRAFF CONTROL DEVICES SHALL FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. 3. CONSTRUCTION WARNING SIGNS SHALL HAVE FLUORESCENT ORAN( BACKGROUNDS. 4. EXISTING TRAFFIC CONTROL DEVICES ARE TO BE PROTECTED FROM DAMAGE I THE CONTRACTOR. ANY DAMAGE CAUSED BY THEIR WORK SHALL BE REPAIRED THE SATISFACTION OF THE ENGINEER. S. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ACCESS TO THE ABUTTD PROPERTY AT ALL TIMES DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ACCESS FOR GARBA( COLLECTION AT ALL TIMES DURING CONSTRUCTION. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDAF SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ("STANDAF SPECIFICATIONS"), ADOPTED JANUARY 1, 2022: THE "SUPPLEMENTi SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", ADOPTED JANUARY 2025: THE LATEST EDITION OF THE "ILLINOIS MANUAL OF UNIFORM TRAFF CONTROL DEVICES FOR STREETS AND HIGHWAYS", (IMUTCD); "THE STANDAF SPECIFICATIONS FOR THE WATER AND SEWER MAW CONSTRUCTION IN ILLCNOI SEVENTH EDITION, THE DETAILS IN THE PLANS, AND THE SPECIAL PROVISIONS N/ IDOT STANDARD DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. 2. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "I.U.L.I.E." ! (800)892-0123 OR 811 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPHOI AND GAS UTILITIES. (48 HOUR NOTIFICATION IS REQUIRED). THE LOCATION ( PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND TI ENGINEER DOES NOT GUARANTEE THEIR ACCURACY, 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, LOCAL POLI( DEPARTMENTS, LOCAL FIRE DEPARTMENTS, AND THE VILLAGE OF MOUNT PROSPE( AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR WILL NOT BE ALLOWED TO SET UP A YARD OR FIELD OFFICE C VILLAGE PROPERTY WITHOUT WRITTEN PERMISSION FROM THE VILLAGE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSION A(` CONDITIONS EXISTING IN THE FIELD, INCLUDING THE THICKNESS OF THE EXIST(` PAVEMENT AND WHETHER OR NOT IS CONTAINS REINFORCEMENT, PRIOR CONSTRUCTION AND ORDERING OF MATERIALS. 6. DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. 7. HOT -MIX ASPHALT BINDER SHALL NOT BE PLACED ADJACENT TO CURB A(` GUTTER UNTIL THE CURB AND GUTTER HAS BEEN PROPERLY CURED A(` BACKFILLED TO THE SATISFACTION OF THE ENGINEER. 8. THE THICKNESS OF HOT -MIX ASPHALT MIXTURES SHOWN ON THE PLANS AI NOMINAL. DEVIATIONS MAY OCCUR DUE TO IRREGULARITIES IN THE SURFAC BINDER, OR BASE UPON WHICH THE HOT -MIX ASPHALT MATERIALS ARE PLACED. ITEM NO. ITEM UNIT TOTAL QUANTITY PARKING LOT ALLEY DUMPSTER ENCLOSURE CORNER PARK I ILMPORARYILNCE [001- 200 200 0 0 0 2 INLET FILTERS EACH 2 1 1 0 0 3 AGGREGATE BASE COURSE, TYPE B 4" SO YD 160 SO 0 77 3 4 AGGREGATE BASE COURSE, TYPE B 6" SO YD 190 190 0 0 0 5 AGGREGATE SUBGRADE IMPROVEMENT CU YD 28 20 8 0 0 6 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 28 20 8 0 0 7 BITUMINOUS MATERIALS (PRIME COATI POUND 380 270 110 0 0 a BITUMINOUS MATERIALS (TACK COAT) POUND 140 140 0 0 0 9 HOTMIXASPHALT BINDER COURSE. IL-19,0, N50 TON 137 137 0 0 0 10 FJOT-NILX ASPHALT SURFACE COURSE 7L-9 S, MIX "D', N50 H N 96 69 =21 0 0 11 CLASS D PATCHES, 4" SO YD 23 0 23 0 0 12 PREPARATION OF BASE SO YD 430 430 0 0 0 13 PROTECTIVE COAT SO YD 167 97 0 70 0 14 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SO YD 70 0 0 70 0 15 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SO FT 665 645 0 0 20 16 DETECTABLE WARNINGS SO FT 20 0 0 0 20 HOT -MIX ASPHALT SURFACE REMOVAL,2 SO YD 230 0 230 0 0 18 PAVEMENT REMOVAL SO YD 490 490 0 0 0 21 CONCRLIL BASE COURSE RE-MO1111 22 COMBIN ]ION CONCRETE CURL AND GU 23 CURB EDGING 24 CURB EDGING SPECIAL! 25 ELECTRICAL CONTROL PAD (SPECIAL 26 TYPE S2 POLE BASE 27 STORM SEWERS, CLASS A, TYPE 1 12" 28 CATCH BASINS, TYPE C. TYPE I FRAME, 29 MOBILIZATION 30 1RAF_-7C CONTROL AND PROTCTION_SP 31 THERMOPLASIIC PAVEMENT MARKING - L 32 THERMOPLASTIC PAVEMENT ('LARKING - L 33 CLOCKTO-WER FOUNDATION ;SPECIAL) 34 CONSTRUCTION LAYOUT (SPECIAL) 35 SANITARY MANHOLES TO BE ADJUSTED 36 DRAINAGE & UTILITY" STRUCTURES TO BE ~x 20.0' AND VARIES f N\ f z VARIES VARIES X N---_ w I N N X ✓i 1 10 14 6 2 EXISTING TYPICAL SECTION ALLEY LOOKING WEST N- 20.0' AND VARIES Y o N / o 6" MINIMUM — C7 Z VARIES VARIES z N —� �— — — w N �� w (((( N V/ VVVVVV * * VVVVVV 1 10 14 11 2 13 A 19 PROPOSED TYPICAL SECTION ALLEY LOOKING WEST LEGEND: 0 EXISTING AGGREGATE BASE COURSE O2 EXISTING HMA PAVEMENT, 4 INCHES AVERAGE O EXISTING GROUND ® EXISTING GROUND AFTER BUILDING REMOVAL (BY OTHERS) O5 ALLEY © PROPOSED HMA SURFACE REMOVAL, 2" 07 PROPOSED PAVEMENT REMOVAL O PROPOSED AGGREGATE BASE COURSE, TYPE B, 4" 0 PROPOSED AGGREGATE BASE COURSE, TYPE B, 6" 23.0' EXCAVATED AREA LEFT AFTER BUILDING REMOVAL BY OTHERS zo 0 w inW = of O zW �COm wo V DEEP EXCAVATION - 18.0' PARKING STALL 2.0 % 1 0.0'PARKING STALL AND DUMPSTER ENCLOSURE 12.0' DRIVE AISLE 16.0' PARKING STALL 1.5 % & VARIES -1.5 % & VARIES Al 5% & VARIES € 7 1 10 * 2 EXISTING TYPICAL SECTION PARKING LOT LOOKING NORTH 24.0' DRIVE AISLE 18.0' PARKING STALL - �2 0% & VARIES 62.0% & VARIES 13 B iA 18 1 PROPOSED TYPICAL SECTION PARKING LOT LOOKING NORTH NOTES: 1. PAVEMENT REMOVAL SHALL CONSIST OF THE REMOVAL OF ALL EXISTING HOT -MIX ASPHALT AND AGGREGATE BASE COURSE TO A DEPTH OF 6" BELOW EXISTING GRADE, OR AS DIRECTED BY THE ENGINEER. AN AVERAGE THICKNESS OF 4" OF HMA IS EXPECTED. H01 MIXTURE TYPE ALLEY RESURFACING HOT -MIX ASPHALT SURF HMA PARKING LOT PAVE HOT -MIX ASPHALT SURF 11 BRICKWORK BY OTHERS CENTRAL ROAD N_ _ - - - - -- --- - - - -- -- -- - - - --- - --- - _ 99.84 (EX) 99.83 1'J,T3 1.0% 99.88 (EX) SEE SHEET 7 FOR $ a 5'0 PCC SIDEWALK, 5" "i AGGREGATE BASE COURSE, TYPE B, 4'' CURB DESIGN 99.80 99.85 (EX) 99.77 99.82 (EX) IRRIGATION CONTROL PAD ELECTRICAL CONTROL PAD 3' X 5', MINIMUM 2' FROM BUILDING 5' X 12', CENTERED ON DUMPSTER PAD ELEV. 99.81 CONDUIT TO BE INSTALLED BY OTHERS x CONDUIT TO BE INSTALLED BY OTHERS PAID FOR AS PAID FOR AS 99 90 ELECTRICAL CONTROL PAD (SPECIAL) 99.77 PCC SIDEWALK, 5" SEE DETAIL 25.0' 25.0 AGGREGATE BASE COURSE, TYPE B, 4" O 1.7' 99.73 (EX) 99.77 Jo - DOG PLAY DAYCARE 301 CENTRAL ROAD BENCHMARK #1 - ELEV 100.00 99.63 (EX) 99.65 99.77 ti 0 99.60 (EX) J O t 1 + 3T 99.64 7.099.5Z 7 N \ 99.45 99.63 (EX) „ EXISTING COMER POLE TO E REMOVED 8Y OTHERS % > Toj 99'42 �\ '� ALLEY RESURFACING LIMITS 99.39 ?�....... `� ` o. GRADING LINES (TYR) 99.80 9942 99 42 gg,52 (EX) ALLEY RESU RFACIK ?Oq, O -`3-*;>O,.S�� PROVIDE POSITIVE _ �' -"-- ELMHURST AVENUE HK1A PARKING LOT \, P\ ✓ _ LOT X 99.35 1 zp COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 �X ti� yyq '- 99.70 (EX) 81.0' (REVERSE PITCH) 99.46 oA° 17.0' 4.0' f99ss M sal X 99.78 36.0'. 59.0' 0 80, � 100.11 LIMITS OF NEW AGGREGATE BASE COURSE �Oo 100.37 25.0CA f,�2 0 �S� a BENCHMARK #2 SEE SHEET 7 FOR \� ~ 120 CURE DESIGN "„� 2'ai / 2,SN 99.84 99.98 O� \\�, - o� \`�, BRICKWORK BY OTHERS \ h 11.7, \70.03 18.01 BENCHMARK #3 \ 99.63 04g \ ti V - _ 0 ELEV: 99.83 99.79 100.03 \\\ 0 0.5' 99.58 06 \ h ELEV: 100.07 X I, PCC SIDEWALK ADJACENT TO BUILDING 100.29 �- 100.37 (EX) SIDEWALK ABOVE PAVEMENT ELEVATI SIDEWALK ELEV: 100.10 - 100.38 (EX) TREZEROS PAVEMENT ELEV. 99.82 302 NORTHWEST HGIHWAY 100.38 (EX) PCC SIDEWALK 5'' - 20 SO FT 102.20 DETECTABLE WARNINGS - 20 SO FT BRICK PAVER INSTALLATION AGGREGATE BASE COURSE, TYPE B, 4'' - 3 SQ YD BY OTHERS CURB EDGING (SPECIAL) 39.4' CURB EDGING N----------- ---------------_- --- ,e — ;t °oe a 101.90 101.20 12.0' ` � 18.2' 100.74 100.70 -------- ----------------- -- --------- — ----- BRICK PAVER INSTALLATION " BY OTHERS 10230 RAISED PLANTER BED \\\\•`.. ,° R20.0' 39.4' \ \ 102.16 r` CURB EDGING (SPECIAL) A SIDEWALK AND SIGN TO BE REMOVED BY OTHERS \ \ \ \ •'- 12.0'\ BRICK PAVER INSTALLATION \\ BY OTHERS CURB EDGING \\ LANDSCAPING BY OTHERS CURB EDGING EXISTING PARKING LOT AND BUILDING 3" MINIMUM TO FACILITATE TO BE REMOVED BY OTHERS BRICK INSTALLATION BRICK PAVER, INSTALLATION BY OTHERS FUTURE LANDSCAPING BY OTHERS BRICK PAVER. INSTALLATION BY OTHERS LAYOUT DETAIL CONCRETE CURB BRICK AND GRAVEL BY OTHERS BRICK AND GRAVEL BY OTHERS CURB EDGING BRICK PAVER INSTALLATION BY OTHERS 101.16 FINISHED GRADE \ TOP OF CLOCK TOWER \� FOUNDATION = 100.91 \ � 101.00 �e R25.0' \ RAISED PLANTER BED D/ a a S •s e' CURB EDGING (SPECIAL) 6" 4" CONCRETE CURB R15.0' 101.00 35.0' Ems-' 101.00 _ 6.0' 01.00 6.0' 38.5' 23.4' 8,0' \— 101.00 R25.0' BRICK PAVER INST BY OTHERS \ \ 100.97 \ \ \ EXISTING CURB AND PLANTER J BEDS TO BE REMOVED BY OTHERS BRICK PAVER INSTALLATION BY OTHERS 18" LANDSCAPING BY OTHERS Cui SANITARY MANHOLE TO BE ADJUSTED EXISTING RIM: 100.00 PROPOSED RIM 99.66 EXISTING UTILITY POLE TO DE REMOVED BY OTHERS DRAINAGE AND UTILITY STRUCTURE TO BE ADJUSTED �� EXISTING RIM: 98.87 'T PROPOSED RIM: 99.42 INVERT: 95.29 N (EX) INVERT: 96.00 S SANITARY MANHOLE TO BE ADJUSTED EXISTING RIM 99.28 PROPOSED RIM: 99.42_ 18.0' \ TYPE 52 POLE BASE, 7.5' DEEP � TOP OF BASE 5'' ABOVE ADJACENT CURB EDGE OF BASE 0.75' FROM CURB CONDUIT AND LIGHT POLE TO BE INSTALLED BY OTHERS TYPE S2 POLE BASE, 7.5' DEEP 27 0' TOP OF BASE 5" ABOVE ADJACENT CURB EDGE OF EASE 0.75' FROM CURB / CONDUIT AND LIGHT POLE TO BE INSTALLED BY OTHERS 0.75' \ 23.5' CENTRAL ROAD zx MONITORING WELL TO RE ADJUSTED EXISTING RIND. 99.40 PROPOSED RI NI: 99.51 MONITORING WELL TO BE ADJUSTED EXISTING RIM: 99.21 PROPOSED RIM 99.35 STORM SEWERS, CLASS A, TYPE 1 12'' 11 LINEAR FEET AT 1.0% SLOPE CATCH BASIN, TYPE C, TYPE 1 FRAME AND GRATE PROPOSED RIM'. 99.42 INVERT: 96.11 N EXISTING UTILITY POLE TO REMAIN EXISTING UTILITY STRUCTURE AND PCC COLLAR TO REMAIN EXISTING BOLLARDS TO REMAIN (TYP) SANITARY MANHOLE TO BE ADIUSTE EXISTING R114 99. ADJUST AS NEEDED FOR RESURFACIP CENTRAL ROAD - - - - - - - - - - - - - - - -- '------------------ - - - - ........ ........ ......... ....... ...... THERMOPLASTR THERMOPLASTIC 3' ON 5� Plan View 112— VT 4 Plan View 1/2' - I T 31, Plan Vie 112- = 1'0- Elevation 112— I'T VILLAGE MOUNT PRO, 7' Signage Panel 1-112'=I'T (Typ. 4,ides) VECTOR RE VECTOR g,. VERBIAGE AS SHOWN (UNO) Graphic f.,. PROVIDED BY VERDIN VERIFY BY CUSTOMER PRIOR TO FABRICATION PAINT FINISH GOLD" TEXT ON "BLACK" PANEL (UNO) FOR REFERENCE ONLY 8'-0" BASE OF COLUMNS BY VERDIN LIGHTING CONDUCTOR CABLE AND GROUND ROD TO BE INSTALLED BY OTHERS PLAN VIEW COAT ALL SURFACE IN CONTACT WITH CONCRETE WITH BITUMINOUS PAINT ANCHOR BOLTS - 1" DIAMETER MINIMUM 2' EMBEDMENT DOUBLE NUTS & WASHERS WITH LEVELING NUTS 3'' NON -SHRINK GROUT BY CONTRACTOR BRICK PAVERS AND SAND BF TO BE INSTALLED BY OTHE COMPACTED BACKE 8'-0" J #5 REBAR AT 12" O.C. #5 REBAR AT 12" O.C. 3" 7TY P PLAN VIEW (REINFORCEMENT) 6'-0" SQUARE VD THREADS WIRING AND POLE TO BE INSTALLED BY OTHERS - 3" TYP. J ANCHOR 60LT5 AA FIXTURE MANUFAGI 3500 P.5.1. GONGR TOP OF FINISHED GRADE 101.16 TOP OF FOUNDATION GRADE 100.91 CONDUIT BY OTHERS 3 REBAR CLOSURE TIES CONDUIT TO BE INSTALLED BY OTHERS NO. 3 REINFORG1W (TYPIGAL) 4 5PAGI OF FORM. REMAIN[ & NO. 5 VERTICAL REINFORGING ROD' FAVEP,=-NT 1 I- 12 g AAYEMEY 1 4 i IT0'MIN, TIN, BANNER CURB iv'PE B-6,12 REVERSE PITCH GUTTER o SLOPEg 1FL SLQPE i'FT PAVEf£ PAVEMEV" Z' -' + 1 .*.T PAVEMENT T 1zli arN. 4 1 - - � T: i DEPRESSED CURB BARRIER CURB fiYPE B; EMI CURB PAVEMENT �'>� { 14—SA:'OTH IT ! NCHEDCAPTOA-0- t BAR LUaWCATE➢ t ' 1'E PAWKN DEPRESSED CURB (TYPE B} Tj NOTES: 1. Ta PAVEMENT THICKNESS. 2. ALLCURB ANDGUTTERTOBEINSTA EDCYda'COMPACTEDSTONEBEDDING, 3. EXFAN53ON JOINS SHALL BE DJVdELEC AND BRACED @fl'QN CENTER. AT ALL TANuENT POIN:S QE RANDS. E(THER 61DE CF ALL UTILITY STRUCTURES AND BETWEEN NEW AND EXISTI&K'i C CURB. L. EXFANS:LNd AINTMATERIAL a4AtL BE PLACED BEHIND ALL CURB ABUTTING CQN'^, PAVEM HALL BT B SIOEWAtK. 5. CgYTROL JOINTS&AE SAW CUTA MINIS,1UP.i.^.Et Yx'AT tS'Q4 CENTER. NOTES 5. 6utisExs££ra,r£r� noTEs...0 - GRASS AREAS 9' NOTE 3 ci ±1 to - If-+— 3` MIN. OM a T sty VARIES .ue'Es 'E-u�xrxrrt�Es 12'! i —24- d HUNLESS OTHERWISE OT r«,rE� ToeE ePE'~. o-Ea s I 1 /aF 3 /-\ { NOTED) ff 1 / .. cuxPArEus a±f sronE 0 $\ NOTES: NOTES € f.. PRE^asT SEcnef�SFA_LeE.aEp iwTx roNcu£s_�GaeovE xaNi_sE�E➢wiTH Taro 2, sTxs e..m R_eeEa. (�l U 1. PRECAST SECTIONS TO BE JOINED WITH TONGUE AND GROOVE JOINTS SEALED WITH MASTIC TYPE z we£ea-r ecwerv£re cVeaEt sEeru Agra a-snwonsrna e�.s. : BITUMINOUS JOINTING COMPOUND. 'Ns:TAC,:.t NOTES: 2. PRECAST CONCRETE BARREL SECTION ASTM G478 AND ASTM Cdd3 W^NCRErE HV�OP;xs:itcrY`si TatEtT TJ f2'M1.xIMUPa. usli.�T±fE M4Y!Muu rv£ECEP to ScxIEY•E THE oEs�"Lu £s£tnr:ary saencs Max,ealm.a.,eaER rwss£RINes sfia.t eE ss£c.nu_Tru�w wsEAs. 1A GRASS AREAS IN SO.W. MUST BE RESTORED WITH a"I 3. PRECAST CONCRETE RING CONSTRUCTION ASTM C478-6 T ADJUSTMENT TO 12" MAXIMUM, USING EMEECOEO wrowauAamrvlrauM UralnrliES FSC srNu 9E STEEL xErvEC'iCEO PCL7u3ETHANE STE?si±Z n'ICE3tNP fz' eErv.EEv e" sTEF_ 18 SEE PAVEMENT RESTORATION DETAIL FOR PATCHING THE MINIMUM NEEDED TO ACHIEVE THE DESIRED ELEVATION - 3 RINGS MAXIMUM. RUBBER NOISE s F cgl:aL PaEcaer ax„aE� nAT s±as rcv a£EYx tc laar sTrro+.xoe�=n±. 23 UNDER GRASS AREAS BACKFILL WITH EXCAVATED MA RINGS SHALL BE USED IN ALL TRAFFIC AREAS. s £a'm.+try pysTai�p BuesEa eooT EEyT slu.i eE �aEca_rw*a1.+A.vRaEs Si a,tl-vE e=Ervinr>s sANl wevova As-m �a LIFTS 3. AFACTORYINSTALLED"RUBBER BOOT SEAL"SHALL BE PRECAST INTO ALL PIPE OPENINGS WHEN sEu RErv::>.ATEea�Ex wwl±cis, uisE Ertx£RrrvEcrlETEx INr£Rw.E*T£xNAt..xlne+E'.s.�t on nt£-cerrcv lrvc. EaTEarvucnitarvEr UNDER, AND WITHIN Z OF PAVEMENT. CURB & GUTTEF CATCH BASINS ARE TIED INTO COMBINED SEWER SYSTEM. (RESILIENT WATERTIGHT CONNECTION MATERIAL IN 9' UFTS COMPACTED TO 95-6 MAX- DENS". PER ASTM G-923) a I—AEASS,v-sins. CA-11 STONE SACKFILL PLACED AND COMPACTED IN B _. APPROVED MANUFACTURER'S PRODUCT NUMBERS FOR FRAMES AND LIDS: - PAVED AREAS: EAST JORDAN 1050, EXTRA HEAVY DUTY, TYPE 1020M1 GRATE "� Ft °I'E _ CA-11 STONE BEDDING. MINIMUM THICKNESS = 1 A Of -NON-PAVED AREAS. EAST JORDAN 1050, MEDIUM DUTY, TYPE 81 BEEHIVE GRATE .At(--. uor EASTxnowv ft am.Tra£nseLm cc.w BUT NO LESS THAN I 6. OPEN LIDS MUST HAVE THE WORDS'DUMP NO WASTE, DRAINS TO WATERWAYS' CAST INTO THE LID. ,ME_,uM U» rr P ae wloTEcneN -- 05 UNSUITABLE MATERIAL TO BE REMOVED AT THE DIRE( REPLACED WITH COMPACTED CA-11 STONE m NOTES: 0 1. SIDE ROAD WITH A SPEED LIMIT OF 40 MF SHOWN ON THE DRAWING AND AS D1RECI a) ONE "ROAD CONSTRUCTION AHEAD" '. MOUNTED ON IT APPROXIMATELY 200 b) THE CLOSED PORTION OF THE MAIN F BLOCKING WITH TYPE 1, TYPE 11 OR T) THE CROSS SECTION OF THE CLOSED 2. SIDE ROAD WITH A SPEED LIMIT GREATER AS SHOWN ON THE DRAWING AND AS DIP a) ONE "ROAD CONSTRUCTION AHEAD" FLASHER MOUNTED ON IT APPROXIMP OF THE MAIN ROUTE. THE CLOSED PORTION OF THE MAIN F b) BLOCKING WITH TYPE III BARRICADES. OF THE CLOSED PORTION, 3. CONES MAY BE SUBSTITUTED FOR BARRIO Central Gateway Sitework BID OPNEING: July 28, 2025 ALLIANCE I MYS INC. I MARTAM S/N Item Unit Quantity Unit Price Total Cost Unit Price Total Cost Unit Price Total Cost 1 TEMPORARY FENCE FOOT 200 $5.00 $1,000.00 $4.22 $844.00 $10.00 $2,000.00 2 INLET FILTERS EACH 2 $25.00 $50.00 $594.20 $1,188.40 $250.00 $500.00 3 AGGREGATE BASE COURSE, TYPE B 4" SQYD 160 $7.55 $1,208.00 $15.63 $2,500.80 $10.00 $1,600.00 4 AGGREGATE BASE COURSE, TYPE B 6" SQYD 190 $11.25 $2,137.50 $19.57 $3,718.30 1 $12.00 $2,280.00 5 AGGREGATE SUBGRADE IMPROVEMENT CU YD 28 $65.25 $1,827.00 $86.56 $2,423.68 $58.00 $1,624.00 6 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 28 $20.00 $560.00 $166.95 $4,674.60 $68.00 $1,904.00 7 BITUMINOUS MATERIALS (PRIME COAT) POUND 380 $2.00 $760.00 $2.06 $782.80 $1.00 $380.00 8 BITUMINOUS MATERIALS (TACK COAT) POUND 140 $2.00 $280.00 $4.72 $660.80 $1.00 $140.00 9 HOT -MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 137 $150.00 $20,550.00 $194.51 $26,647.87 $260.00 $35,620.00 10 HOT -MIX ASPHALT SURFACE COURSE, IL-9.5, MIX"D", N50 TON 96 $150.00 $14,400.00 $194.52 $18,673.92 $280.00 $26,880.00 11 CLASS D PATCHES, 4" SQYD 23 $100.00 $2,300.00 $222.30 $5,112.90 $135.00 $3,105.00 12 PREPARATION OF BASE SQYD 430 $5.00 $2,150.00 $5.84 $2,511.20 $1.00 $430.00 13 PROTECTIVE COAT SQYD 167 $0.01 $1.67 $3.35 $559.45 $3.00 $501.00 14 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SO YD 70 $150.00 $10,500.00 $129.46 $9,062.20 $126.00 $8,820.00 15 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SO FT 665 $15.00 $9,975.00 $11.55 $7,680.75 $15.00 $9,975.00 16 DETECTABLE WARNINGS SO FT 20 $50.00 $1,000.00 $61.46 $1,229.20 $65.00 $1,300.00 17 HOT -MIX ASPHALT SURFACE REMOVAL, 2" SQYD 230 $30.00 $6,900.00 $50.02 $11,504.60 $22.00 $5,060.00 18 PAVEMENT REMOVAL SQYD 490 $20.00 $9,800.00 $22.95 $11,245.50 $23.00 $11,270.00 19 BRICK PAVER REMOVAL SO FT 760 $5.00 $3,800.00 $3.84 $2,918.40 $4.00 $3,040.00 20 CURB REMOVAL FOOT 73 $15.00 $1,095.00 $13.39 $977.47 $15.00 $1,095.00 21 CONCRETE BASE COURSE REMOVAL SQYD 14 $20.00 $280.00 $59.16 $828.24 $36.00 $504.00 22 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 90 $100.00 $9,000.00 $50.25 $4,522.50 $56.00 $5,040.00 23 CURB EDGING FOOT 653 $90.00 $58,770.00 $88.00 $57,464.00 $42.00 $27,426.00 24 CURB EDGING (SPECIAL) FOOT 252 $95.00 $23,940.00 $92.40 $23,284.80 $56.00 $14,112.00 25 ELECTRICAL CONTROL PAD (SPECIAL) LSUM 1 $10,000.00 $10,000.00 $3,931.55 $3,931.55 $5,000.00 $5,000.00 26 TYPE S2 POLE BASE EACH 2 $5,000.00 $10,000.00 $3,701.61 $7,403.22 $7,700.00 $15,400.00 27 STORM SEWERS, CLASS A, TYPE 1 12" FOOT 11 $170.00 $1,870.00 $205.63 $2,261.93 $235.00 $2,585.00 28 CATCH BASINS, TYPE C, TYPE 1 FRAME, OPEN LID EACH 1 $4,000.00 $4,000.00 $6,835.79 $6,835.79 $4,500.00 $4,500.00 29 MOBILIZATION LSUM 1 $39,361.70 $39,361.70 $22,103.49 $22,103.49 $16,000.00 $16,000.00 30 TRAFFIC CONTROL AND PROTECTION, SPECIAL LSUM 1 $6,325.00 $6,325.00 $10,642.70 $10,642.70 $32,000.00 $32,000.00 31 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SO FT 52 $10.00 $520.00 $20.01 $1,040.52 $22.00 $1,144.00 32 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 464 $5.00 $2,320.00 $7.22 $3,350.08 $7.00 $3,248.00 33 CLOCKTOWER FOUNDATION (SPECIAL) LSUM 1 $14,275.00 $14,275.00 $16,236.85 $16,236.85 $32,000.00 $32,000.00 34 CONSTRUCTION LAYOUT (SPECIAL) LSUM 1 $10,000.00 $10,000.00 $5,557.55 $5,557.55 $6,000.00 $6,000.00 35 SANITARY MANHOLES TO BE ADJUSTED EACH 3 $600.00 $1,800.00 $2,028.50 $6,085.50 $1,400.00 $4,200.00 36 DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED EACH 3 $500.00 $1,500.00 $611.33 $1,833.99 $900.00 $2,700.00 $284,255.87 $288,299.55 $289,383.00 Page 1 of 1