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HomeMy WebLinkAbout9.2 Motion to accept bid for the Gregory Street Lighting Improvements for an amount not to exceed $444,043.MORA r Item Cover Page Subject Motion to accept bid for the Gregory Street Lighting Improvements for an amount not to exceed $444,043. Meeting September 1, 2026 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Fiscal Impact (Y/N) Y Dollar Amount $4447043.00 Budget Source Capital Improvement Fund Category VILLAGE MANAGER'S REPORT Type Action Item Information A key component of the Mount Prospect Strategic Plan is to improve the Village's residential streetlight system. For 2026, street lighting improvements are targeted for Gregory Street between Waterman Avenue and IL 83 (Main Street). Gregory Street is currently the highest ranked project in the Village's Residential Lighting Priority Matrix. Gregory Street is classified as a collector street, a neighborhood street that carries more traffic than other local streets. Along the south side of the street are Fairview Elementary School, Fairview Park, and Meadows Park. Streetlights will be primarily constructed along the south side of the street. The Village has entered into a contract with Ciorba Group, Inc. to perform design and construction engineering. The engineering design services are complete, and the Ciobra Group will provide inspection services during construction. At this time, Village staff are seeking to enter into a construction contract. Underground work is expected to begin in September and be completed before the end of the year. The light poles are anticipated to be delivered in the first quarter of 2027 and installed soon after. ComEd will then energize the streetlights. Funds for this project have been allocated in the 2026 budget. Bid Results A Notice to Bidders was posted on the Euna OpenBids website and Village staff contacted local electrical contractors. Five contractors downloaded the bidding documents and one submitted a bid. The bid opening for the Gregory Street Lighting Improvements was held on July 27, 2026, at 1:00 p.m. The complete bid results are: Bidders Total Bid Utility Dynamics Corporation I $403f675.00 Engineer's Estimate 1 $386,785.00 Discussion The bidder submitted a bid bond in the amount of 10% of the total bid, as required in the bid proposal packet. The bid was checked for accuracy and no mistakes were found. The bid and bid bond were correctly signed. The bidding history on street lighting projects has routinely produced very few bidders and Utility Dynamics Corporation has consistently been the low bidder. They have successfully completed several streetlight projects within the Village. Utility Dynamics was recently awarded streetlight projects in McCook and Hanover Park with only one bid. Of the eight previous Village funded street lighting improvement projects, the number of bids received for each project has varied between one and three. Attached is a table denoting the number of bidders participating in each of the last eight streetlight bids. Utility Dynamics Corporation was the lowest bidder on seven of them and second -lowest bidder on one. All of their work has been very good, completed on schedule and under budget. Discussions with plan holders that did not bid indicated that staffing issues and full workloads resulted in low bidder interest. Staff also contacted another electrical contractor who has bid on Village street lighting projects in the past but did not download this year's project. The significant amount of State of Illinois and Illinois Tollway work has resulted in full workloads of electrical contractors. Considering the explanations from contractors that did not bid, Village staff has concluded that re -bidding this project this year will not garner greater interest from bidders or lower bid prices. Rebidding the project in the winter may solicit additional bids but at expected higher prices with continually higher material and labor costs. Furthermore, Village staff concluded that Utility Dynamics Corporation's bid is responsive and competitive based on current conditions. The low bid on the project is approximately 4.3% greater than the engineer's estimate. This is primarily due to directional drilling underground conduit and wiring being more expensive than anticipated. This can be attributed to a recent increase in material costs, specifically copper, and high demand for directional drilling work. A primary business focus for Utility Dynamics Corporation is streetlight installation. They meet the eligibility requirements to perform streetlight work pursuant to the contract documents. Their clients include municipalities and private companies. They have successfully completed several Village street lighting projects, including on Lonnquist Boulevard, Seminole Lane, and Burning Bush Lane. They also completed a privately funded project to install streetlights around Randhurst Village. Staff recommends including a 10% contingency in the project award to allow for quantity variances and unanticipated construction conflicts which would result in a total recommended award of $444,,043 ($403,,675.00 + $40,368 = $444,043). Alternatives 1. Accept the lowest cost, responsive bid for the Gregory Street Lighting Improvements. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board accept the lowest responsible bid from Utility Dynamics Corporation of Oswego, IL for construction of the Gregory Street Lighting Improvements in the amount not to exceed $444,043. Attachments 1. Location Map 2. Residential Lighting Program Matrix 3. Construction Plans 4. Number of Bidders Review 2026 5. Utility Dynamics Bid 6. Bid Tab y all 'D all CL E Grove SIE ark St er in -Williams Pool Prospect High School Memory Ln W GREGORY ST Fairview Elementary School ell Residential Street Lighting Program Priority Matrix 1/12/2026 Length/ Multi -Family Other Ped Street From To Classification ADT Sidewalk Schools Intersection Units Parks Churches Generators Bike Route Score Rank Gregory Street Waterman Avenue Elmhurst •... . . • 1 11 1 1 11 11 1 11 1 11 11 : Owen Street. . 1 1 11 1 • 1 11 1 1 11 '...Lincoln Street. •... . . 11 1 11 1 11 1 11 11 1 11 11 Burning Bush Lane Seminole Lane Camp McDonald •... Prospect Avenue Main Street (IL 83) M. Prospect •... . . 1 11 1 11 1 11 1 11 1 11 11 1 11 Westgate •... Euclid Avenue Kensington•... . . 1 11 1 11 1 11 1 11 1 11 1 11 1 11 Prospect Avenue . •... . . . •: 11 1 11 11 11 1 1 11 Gregory Street Elmhurst •... Owen Street Lincoln Street western Village limits Emerson Street Northwest Elmhurst '... . • 1 11 1 1 11 1 11 1 11 1 11 11 Lonnquist Boulevard Elmhurst '•.. . • 11 1 11 1 11 1 1 11 1 11 11 :1 Briarwood Drive entire subdivision• • 11 1 11 1 11 1 11 1 11 1 11 1 11 Highland Street Elmhurst '•.• • '•.• . • 1 11 1 11 • 11 1 11 1 11 1 11 Seegwun Avenue Elmhurst '•.• . • . �. 1 11 1 11 1 11 1 1 11 1 11 11 Greenwood Drive Wheeling '•.• • '•.• . • : 11 1 11 • 1 11 1 11 1 11 1 11 11 1 . Elmhurst Avenue Prospect Avenue Linc• . • • 1 11 1 1 11 1 11 1 1 11 1 11 1 Prospect Avenue Central '..• . • 1 •• 1 11 1 11 1 11 1 11 1 11 1 11 • :� Isabella Street Owen Street. '•.. . • 1 11 1 11 • �: 1 11 1 11 1 11 1 11 1 11 Lonnquist Boulevard Elmhurst '... (IL 83) Emerson Street. • 1 11 1 11 . 1 11 1 11 1 11 1 11 11 1 Central '... Lincoln Street. • • 1 11 1 11 1 11 1 1 11 1 11 11 : 1 Owen Street Central '... Northwest Highway• . 1 11 1 11 .1 1 11 1 1 11 11 Lincoln Street Main Street (IL 83) Emerson Street. • . 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 . 1 Owen Street Gregory'•.• . • 1 11 1 11 1 11 1 1 11 1 11 11 Fairview Avenue Kensington '..• Northwest Highway. • 1 11 1 1 11 1 11 1 11 1 11 1 11 1 Highland Street Forest'•.• . • . 1 1 11 1 11 : 1 11 1 11 1 11 1 11 1 11 Avenue LincolnSeegwun • '•.. . • 1 11 1 11 1 11 1 1 11 1 11 1 Elmhurst Avenue Kensington '... Central '•.. . • 1 11 1 11 1 : 1 11 1 11 1 1 1 11 Lincoln Street Elmhurst '•.. . • 1 11 11 . .1 1 11 1 11 1 1 11 �• Cottonwood Drive Linneman '•.. . • 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 Burning Bush Lane Camp McDonald Road Euclid Avenue Burning Bush Lane Euclid Avenue Kensington Road Business Center DriveFeehanville Drive. • • Emerson Street Central Road Northwest Highway Feehanville Drive Business Center Drive Hunt Club Road Huntington Commons Road OEM Huntington Commons Road Linneman Road Elmhurst Road (IL 83) Linneman Road Church Road Linneman Road Dempster Street Linneman Road Dempster Street Algonquin Road Lonnquist Boulevard Schoenbeck Road Camp McDonald Road Seminole Lane western Village limits Westgate Road Wildwood Lane Central Road Wheeling Road Euclid Avenue Kensington Road Wheeling Road Kensington Road Business Center Drive western Village limits '•.. . • • Church Road *** street has complete ComEd lighting system; low priority U THE CONTRACTOR WILL NOT BE ALLOWED TO COMMENCE CONSTRUCTION UNTIL CERTIFICATES OF INSURANCE INDEMNIFYING AS ADDITIONAL INSURED PARTIES THE VILLAGE OF MOUNT PROSPECT AND THE CONSULTING ENGINEER, CIORBA GROUP, INC., 8725, SUITE 600, W. HIGGIN; ROAD, CHICAGO, ILLINOIS 60631, HAVE BEEN DELIVERED TO AND APPROVED BY CIORBA GROUP, INC. 00 00 00 00 0 00 0 00 :.:: � m 40 00 i nn, GREGORY STREET LIGH VILLAGE Of MOUNT PROSPECT,11 LOCATION MAP (NOT TO SCALE) Acr.Ess THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN INGRESS AND EGRESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PERIOD. DURING CONSTRUCTION, GARBAGE TRUCKS MUST BE PERMITTED ACCESS TO THE WORK ZONE IN ORDER TO PICK UP COMMERCIAL GARBAGE FOR THOSE PROPERTIES IMPACTED BY CONSTRUCTION. IF GARBAGE TRUCKS ACCESS IS NOT PROVIDED, THE CONTRACTOR WILL BE REQUIRED TO MOVE TRASH CONTAINERS TO AN ACCESSIBLE LOCATION. UNDERGROUND UTILITIES THE LOCATIONS OF THE UNDERGROUND UTILITIES AS SHOWN ON THE PLANS HAVE BEEN OBTAINED BY FIELD SURVEYS AND SEARCHES OF AVAILABLE RECORDS. IT IS BELIEVED THAT THE DATA IS ESSENTIALLY CORRECT, BUT THE VILLAGE OF MOUNT PROSPECT, AND/OR OTHER OFFICES AND AGENCIES ASSOCIATED WITH THE DEVELOPMENT OF THESE PLANS DO NOT GUARANTEE THEIR ACCURACY OR COMPLETENESS. THE CONTRACTOR WILL BE REQUIRED TO VERIFY THE LOCATION OF EACH FACILITY WITH THE UTILITY COMPANY, AND SHALL TAKE DUE CARE IN ALL PHASES OF THE CONSTRUCTION TO PROTECT ANY SUCH FACILITIES WHICH MAY BE AFFECTED BY THE WORK. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ARTICLE LR 105. ADJUSTMENTS REQUIRED BY UTILITY COMPANIES WILL BE PERFORMED BY THE COMPANY INVOLVED OR ITS CONTRACTOR, BUT WILL BE COORDINATED BY THE GENERAL CONTRACTOR. COORDINATION OF ALL UTILITY WORK INVOLVED IN THE CONSTRUCTION AREA WILL BE DISCUSSED AT A PRE -CONSTRUCTION CONFERENCE. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE REMOVAL OF ABANDONED EXISTING GAS LINES SINCE RESIDUAL MATERIALS CONTAINED THEREIN ARE HIGHLY EXPLOSIVE, FLAMMABLE, AND TOXIC. ONCE THE MAINS ARE ABANDONED BY THE OWNER, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DAMAGE AND/OR INJURY OCCURRING ON THE PROJECT DUE TO HIS OPERATIONS NEXT TO THE MAINS AND/OR THE METHOD OF REMOVAL OF THE ABANDONED MAINS. OPEN EXCAVATION THE CONTRACTOR WILL NOT BE ALLOWED TO LEAVE EXCAVATIONS OPEN OVERNIGHT. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETELY BACKFILLING OR PLATING OVER ALL EXCAVATIONS AT THE END OF EACH DAY. IF THE EXCAVATIONS ARE BACKFILLED THEY SHALL BE FILLED WITH AN AGGREGATE MEETING THE GRADATION OF CA-6. THE MATERIAL WILL BE COMPACTED SUFFICIENTLY TO PREVENT RUTTING OR SETTLEMENT OF MATERIALS UNDER TRAFFIC LOADS. IF PLATES ARE USED THEY SHALL BE OF SUFFICIENT THICKNESS TO SUPPORT VEHICULAR LOADS. ADDITIONALLY THEY SHALL EXTEND A MINIMUM OF NINE INCHES (9") BEYOND THE LIMITS OF THE EXCAVATION ON ALL SIDES. IF THE PLATES ARE TO BE LEFT OVER THE WEEKEND, THE EDGES OF THE PLATES SHALL BE CUSHIONED WITH A BITUMINOUS MIXTURE IN AREAS WHERE VEHICULAR TRAFFIC WILL CROSS THE PLATES. THE COST FOR PROVIDING THE AGGREGATE, PLATES AND BITUMINOUS MIXTURE WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE INCLUDED IN THE VARIOUS CONTRACT ITEMS. TREE PROTECTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH AND COMPLYING WITH ALL ASPECTS OF THE VILLAGE OF MOUNT PROSPECT TREE PROTECTION ORDINANCES AND ARBORICULTURAL STANDARDS MANUAL. STREET SIGNS IF ANY STREET SIGNS ARE DAMAGED DURING CONSTRUCTION THEY SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PAY ITEM *=NOMIN MAINTENANCE OF EXISTING DRAINAGE STRUCTURES LEGEN LOOSE MATERIAL THAT IS DEPOSITED IN THE FLOW LINE OF GUTTERS OR DRAINAGE STRUCTURES THAT INHIBITS THE NATURAL FLOW OF WATER SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE CONCLUSION OF THE CONSTRUCTION OPERATIONS, ALL DRAINAGE FACILITIES SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS. THE COST OF THIS WORK SHALL BE INCLUDED IN THE VARIOUS CONTRACT ITEMS. �O SAW CUTTING THE CONTRACTOR SHALL SAW CUT ASPHALT PAVEMENT AND CONCRETE PAVEMENT AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, TO SEPARATE THE EXISTING PAVEMENT TO BE REMOVED BY MEANS OF AN APPROVED CONCRETE SAW TO A DEPTH AS DIRECTED BY THE ENGINEER. SUITABLE GUIDELINES OR DEVICES SHALL BE USED TO ASSURE CUTTING A NEAT, STRAIGHT LINE AS SHOWN ON THE PLANS. CARE SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO DAMAGE THE REMAINING PAVEMENT DIRECTLY ADJACENT TO THE PAVEMENT TO BE REMOVED. ANY DAMAGE TO THE EXISTING PAVEMENT RESULTING FROM PAVEMENT REMOVAL OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE PRICE OF SAW CUTTING, AS NOTED ABOVE, SHALL BE INCLUDED IN THE PARTICULAR PAY ITEMS. TRAFFIC PROTECTION WHEN WORK COMMENCES, THE CONTRACTOR SHALL ASSUME THE MAINTENANCE OF ALL PAVEMENT, SHOULDERS, DRAINAGE FACILITIES, TRAFFIC CONTROL SIGNS, PAVEMENT MARKING, AND OTHER APPURTENANCES ON ROADWAYS WITHIN THE LIMITS OF THE CONTRACT WHICH ARE TO BE USED BY THE PUBLIC DURING CONSTRUCTION AND TO RETAIN THIS MAINTENANCE RESPONSIBILITY UNTIL PROJECT COMPLETION. NEED FOR SNOW AND ICE Wire cloth wrapped around couplings between foundatie and pole base. Provide 6 minimum overlap and wire-t matching wire at three local at each end of overlap. Wire cloth wrapped around couplings between foundatior and pole base. Provide 6 1 minimum overlap and wire-tii matching wire at three locati at each end of overlap. BREAKAWAY COUPLINGS ON CONCRETE provide pale base skirt around wire cloth when required.) Ise. Concrete foundation. Hex nut with washer. Light pole base. rith er, Seal all gaps between transformer base and concrete foundation. Access � door. Transformer base. BREAKAWAY COUPLINGS ON METAL Wm^ l I R I N% A NI`.1"t R I Fn n ^NrIP FI W%^ § F Three stainless steel wire ties: top, middle, and bottom of overlap. Overlap wire cloth 6 (150) min. and tie together with stainless steel wire. Three stainless steel wire ties: top, middle, and bottom of overlap. aluminum base, depending on the manufacturer. VIEW B-B ,iinum nut cover. VIEW A -A. tpole base. ! cloth wrapped around ikaway couplings. Breakaway )ling installation same as Aeel pole. :rete or metal foundation crete shown). When encountered, cui wire cloth to conform to depressions in bottc of pole base. RPFAKAWAYrni m imr,-q rnp ASCERTAIN A ASSURE CLEARAN FROM UTIL SECONDARY SPAT AS APPLICAB APPROXIMATELY 10'-6" (3.2 m) APPROX. GRADE 6" (150 mm) EXOTHERMIC WELD CONNECTION UTILITY POLE, PRIMARY CUT-OUTS TRANSFORMER(S) (AS APPLICABLE) BY THE ELECTRIC UTILITY. THE CONTRACTOR SHALL COORDINATE AS REQUIRED. PROVIDE ADEQUATE SLACK FOR DRIP LOOP AND CONNECTION BY THE UTILITY NON-METALLIC "U" GUARD. FURNISH FOR INSTALLATION BY ELECTRIC UTILITY. LENGTH AS REQUIRED CONDUIT/CONDUCTOR SEALING BUSHING, SIZE AND CONDUCTOR CONFIGURATION TO MATCH 'SERVICE. OZ GEDNEY TYPE CSBG OR APPROVED EQUAL, COMPLETE WITH LOCKING COLLAR (SEE DETAIL) 2-HOLE STRAP FOR RIGID CONDUIT, ZINC PLATED STEEL O.Z. GEDNEY TYPE TH-1800 OR APPROVED EQUAL. ATTACHED WITH LAG SCREWS. (TYPICAL) RIGID STEEL CONDUIT RISER (CONTINUOUS 10' (3 m) LENGTH). HEAVY DUTY GROUND CLAMP, UNIVERSAL U-CLAMP TYPE, BY O.Z. GEDNEY, TB OR APPROVED EQUAL. RIGID GALVANIZED THREADED COUPLING. PVC -COATED RIGID CONDUIT NIPPLE OR CONDUIT EXTENSION, LENGTH AS REQUIRED j PVC COATED RIGID CONDUIT ELBOW 24" (689.6 mm) RADIUS (MIN.) l SEE NOTE 3. THREADED TRANSITION COUPLING, AS APPLICABLE (SEE NOTE 6) 30" MIN - 36" MAX (762.0 mm MIN. - 914.0 mm MAX.) TO TOP OF CONDUIT EXTENSION TO SERVICE EQUIPMENT HORIZONTIAL ELECTRIC SERVICE CONDUCTOR RACEWAY (SEE NOTE 6) 4-1" (25.4) DIA. X 7" (177.8) L STUD WITH JAM NU - BASE PLATE 2" (50.8) MAX. CLEAR] HELIX FOUNDATION SIZE POLE MOUNTING HEIGHT BOLT CIRCLE SHAFT DIAMETER SHAFT LENGTH BASEPLATE 3 0 FT. 11 V211 8%11 6 T. 12"x12"x1" 31 FT.-35 FT. 1 !Y2 8%11 6 FT. 12llx12"x1" 36 FT.-40FT. 1511 8%11 6 FT. 15llx15"x1Y4" 41 FT.-45 FT. 1511 8%11 6 FT. 15llx15"x1Y4" 46 FT.-50 T. 1511 1011 8 FT. 15llx15"xIY4" METAL HELIX FOUNDATION MATERIALS ITEM MATERIAL REQUIREMENT BASEPLATE AASHTO M 270M, GRADE 36 (M270M, GRADE 250) ASTM A 252, GRADE 2 SHAFT (PHOSPHOROUS 0.04% MAXIMUM, SULFUR 0.05% MAXIMUM) HELIX SCREW AASHTO M 183 (ASTM A 635) PILOT POINT AASHTO M 270 (ASTM A 575) F=10910Kkno-w- I " (2 5.4) MIN. CLEARANCE 1L, MIN. IY4" (31.75) DIA. i A . ROPE CLIP SIDE VIEW (TRUSS I.T.S. 30" (760) MAX MALT A C] RA'... tm STAINLESS STEEL COMMONWEALTH EDISON METER AIR VENT - SEAL ENDS OF CONDUIT AGAINST ENTRANCE OF MOISTURE GRADE 2 GALVANIZED STEEL CONDIUT TO COMMONWEALTH EDISON SERVICE 2-"" PVC CONDUITS DOOR FACING AWAY FROM STREET PLATE WITH "STREET LIGHTING VILLAGE OF MOUNT PROSPECT ENCLOSURE (SEE SPECIFICATIONS) � 1V DIAMETER X 12" ANCHOR BOLTS P.C.C. SIDEWALK, 5" PAD BETWEEN SIDEWALK AND CONTROLLER EXOTHERMIC WELD I I I I I I fi 1� 4 #6 GROUND WIRE IIII GROUND - STRAP 3" X 10' COPPERCLAD GROUND ROD CONCRETE FOUNDATION ELEVATION' LIGHTING CONTROLLER & FOUNDATION I I I I I L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTES: 1. ALL 1 K r A 0 Arm LPRo hp-mr. Aim mum its €25' Wal Thi :; sue_ � s ems. 24113 a'F I e Awn hmbwu E rude imnwvn .'-off ° &' db Q�i MjC Sho s E_ Elm! 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Type'21 r SY GW UZ51 FOC FiVed Output Code HV 3 47 -4 8. 0 V K 27 K K -00 3111 TVpe 3 D8 Dark 030 LPCR Less Pholocontrol" 30K 3000K r 035, c-) n ze Recep a-le 40K 4000K 13K I a c 040 PCRTI AT451 7-errs Photo- contirol Receptacle IMidbloci OSO PR7-CR5 Control Re ady 7�,,,v_ re PC 055 Receptac e 060 WIL U -,y Wattag-8'Label IntersecUson 4B 4-Bolt Mounting Bracket 075 RWG Rubber Willd"I Guard 080 SWTI3 ht M re Te rr i Stra-io n nal i B, 11,0C k Bubble Level . . . .......... . ....... . Uti C asrtal Paint P'n'sh Notes - I Grayz Black, and Dark Bronze ,5tandard., Consult factori for other finislles. cup- code * *hebcp�e* m--rmartce.Fia-1J, a-0jubndard, via an eight®position output selector- rReferto) aut-our, data table, on, RIP($ Sp�_C_ shenetAn -to ry J Illu-si.rabon, of tbe outpt selil�'Cto ir a n, d ts II ab e, I i q 2-ConsuAN.-I. Special output settring is required- Nort-tel'al adjustable, �rxedf rumen outpull, Spedfy required output Code, N, ot av3J1ab4_- with PUTOR opbon, 4 indudes autput selectrz)r that enables acliustabillry of light of inducles Con nectom to] 10a,euPe07' wI tales PC-�Wrr i io d, e, 16-y ot h e rs.,_ Omn t' ro 1 re ad y w ill, e d a t f 4 ct o r y for w rele_ss node dim rei I n g n, o d e- by o t h e r s), 0 urt sellector notnduded in the fixture- Not able, to adiust --bove -Webrified dnvqpl curre'r-Is"_ 5 SpecIN'the CF Option for cod installation See warranty for 7 P _a imolu'rited Cull-de-Sacl SKe- I ' -�uts light off �t I times the mounitngheifight behind the, � -1 %y 1 u m n a, 1 re . 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ELECTRIC CABLE LUMINAIRE (SIZE NOTED ELSEIIHE IN THESE PLAN COMPRESSION TYPE COPPER SLEEVE. (SIZED FOR ACTUAL NUMBER OF CABLES AND MFR. SUGGESTED CRIMP TOOL USED) SEALANT TAPE OR INSERT. (ARROUND AND THROUGH CROTCH OF SPLICE). THAT NUMBER OF CABLES _SCE MAY VARY TYPICAL SPLICE DETAIL 3-1!C #10 AWG, 600 V TYPE XLP-USE, SOLID COLOR CODED CABLES PHASE CONDUCTORS, '-USE, SOLID COLOR, SIZE AS SPE SPLICE GROUND WIRE AND PIGTAIL SAME SIB EXTENSION TO POLE GROUNDING LL, INSULATED GROUND WIRE, 600 V TYPE XL SOLID COLOR GREEN, SIZE AS SP€ STANDARD -TYPE SMALL DIMENSION DOUBLI FUS€HOLDER WITH INSULATED BOOTS, FUS SOLID NEUTRAL SLUG. (SEE SPECS) NEUTRAL CONDUCTOR, 600V TYPE XLP-USI SOLID COLOR WHITE, SIZE AS SPECIFIED 50� E GREGORY ST W �, O wIM `\ uj Q cc, ` w Q uq Lo O w O A 1-10 STA 56+67 ,. V/ - W Z J V ,o w 100 s` 60'-3" GALVANIZED CONDUIT; ,. o171 011 \ k1m 0110 PARKING LOT All \ \ 62 _ _ Q 1112 \. \it \_,.. \\.\ \ . ` o \cc� a w \_ NORMA ow _ - , o \ \. \ � \ \ \ \ \ \\ \ \ \ \\ \ \\ \ \ \ _ \ \ - \ o \ 01 \\\ Ns EXISTING WOOD POLE, �ksa O MAST ARM AND LUMINAIRE ts", sh \ \ TO BE REMOVED BY COMED \�\ \� \IF _ E � \. X ROW \, EX R W \ O \ \ \ NOTE 2 \. \ \\ \ow \ \ \ \.. _ \_ \ \ \\ \ \ \\ \ \ \\am hNill, N Agme —31 , � A 14 72+30 - STA , ._ L71_ NOTE 1 - — — W E GREGORY ST Z ks \ c V I� 1 o � � ,. 0-1 \. _. 169 E GREGORY - o \ \ 00 \ ti 802 mc _ , 1 � yL llill-�"\� \ l r \ \ W \ \ -\ \. EXIS IG 00POLE, N T W D „EXISTING WOOD POLE, TO BE REMOVED BY COMED _ \\\ MAST ARM AND LUMINAIRE... - \ \ ,. EX R W \. O T BE REMOVED BY MED O O CO 1� 1 47 NOTE 2 f r \ \ .. \ \ \ �� \ \ \ t � \. \_ \ \ \ \ \ \ \ \ \ 74 STA 74+33 75+00 7 \ \\\\ IN\ yv\ �A . \ , \ \ EX ROW ��„ ....... . . ................ NEW �w Lu M, wo Lu > AW" ORM �J CD ME a A 177 x J!M' I Lf) �j MR BF M Mill MiL, im M v V' Rl Will 0 k6l w"y # k�"jffiq\ L A N4 4A —J INIM "M I wil K M'111� Lu j JIM M Al M w CD Al -g, CD EX ROW M-aim. 7— < P! -15- V 5 m A 2-3 mom Memo — — — — — — — — — — — — — — — — M 0 gff 77 + a 0' STA 89+95— A co T�A Z usla 0111\11 - - - - - - - - - - - - - - - - - STA 86+66 (NOTE 187 185+ 0 186 88 39 77, 90+0c LU E GREGORY ST 40 �MRMM io� A ZIS", SUNNI- - A h Fo FO 7MIMM7 J\"'� X R 0 \/V -3" GALVANIZED CONDUIT 5 3' EXISTING WOOD POLE. 51 JG WOOD % A EXISTING I S T I POLE, Q OIL . _., \ � \... - \\ >_. \\... �_ \. - \\ o \ \ EXISTINGWOOD P LE z o 4-17-4441 T� \\ MAST ARM, AND LUMINAIRE ,� _ \.. `\ TO BE REMOVED BY COMED 29 3 GALVANIZED CONDUIT o (NOTE 2 � EX ROW o _� : _�� �` - _ EX ROW 4 O\moo" \\.\. \\�, Kill'��?�. — - A 2-6 Q LL _ �99 STA 99+85100+00 W E GREGORY ST Z\ J \\ \ \, 1= E GREGORY ST' v :. 7' ft \ \ \\ \\\\\ 0 a w Q f io� z' 13 _ A 2-7 STA 102+42 f v X w STA 96+55 197 31, ,, L , w l a l I LU Q I I Q z z I I I I w w I I z I I z l Q I I o l I C U' I I Ln l I I I � � 1 l / � i�---------------------------———————————————————— — — — — —— GREGORY ST \ - ------------------------ - A Al-12 Al-11 I Q I I Q I Al-10 10' ARM 10' ARM I I I w I 10' ARM I I o 0 I I I I Q I I o I I I LU l � w ---- — z GREGORY ST U I Al-8 in, AR U Al-7 1-)' ARM 0 m Q u ---------� �------- - - - - - - - - � D-it I Al-6 I I IT ARM I i U Al-5 1')' ARM m W z J 2 U Q Z W a � I I Q I I o n Q I I I I Q cn I I W o f I Q I I yj r W l a l I Ln J I I Ln Ln cc I I Q I I W = 1 I D W I I z l I z l I I I �-------------------------�-------------------------- GREGORY ST — — — — — — — — — — — — — — — — — — — — — — — — — --- , — — — — — — — — — — — — — — — — — — — — — — — — — — A A I I A2-3 A2-4 in, ARM I lin, ARM I A2-5 in, AR Year Street Location Bidders 2026 Gregory Street Waterman to IL 83 1 2025 Burning Bush Lane Kensington to Euclid 3 2024 Burning Bush Lane Euclid to Camp McDonald 2 2023 Schoenbeck Road Rand to Camp McDonald 1 2022 Lonnquist Boulevard Meier to Busse 2 2022 Seminole Lane River Road to Andoa Lane 1 2020 Randview Highlands Elmhurst, Russel, Pine and Witte 2 2019 Randview Highlands Forest, Fairview, Prospect Manor and Eastwood 3 g, , gz; AN MINE - B0 Form Page I rr BID FORM r-e-alo Street Lighti-02 Village of Mount Prospect Utility Dynamics Corporation FROM: I I 23 Commerce Drive,, Oswego, IL 60543 TO: Office of the Village Manager, 3 d Floor 50 South Emerson Street Mount Prospect, Ililinoi,s 600,56 (hereinafter called "Village" or "Village of Mount Prospect") RTNIUM The bidders have familiarized themselves with the work and, probable work conditions required under this Biid affect,ing, the cost of the work and with the Bid Documents which includie- 0 Notice to Bidders Table of Contents Instructions for, Bidders 0 General, Conditions and Special Provisions Specifications 0 Bid Form 0 Affidavit — Bid Certification Form Bid Security 0 Bid Sheet t 0 Other materials or standards provided o�r noted by the Village Contract cur" en 0 Performance Bond Form, 0 Labor and Materials Payment Bond Form Therefore, the Bidder hereby proposes to furnish alil supervision, technical personnel, labor, materials, tools appurtenances) equipment, and services (including all utility and transportation services) required to construct and, complete the Work, all in accordance with the above listed documents,. Bidder agrees to, perform all, of the Work and provide the equipment and, materials described in the Bid Documents, as follows'. Bidder has bid on all items and has, provided a price for all "Items. The Bidder acknowledges that it is responsible for verification of all, pipe sizes and depths prior to the ordering of materials,. The Bidder will complete and provide all labor, equipment) materials, and mobilization (if applicable) to perform, the Work as incidental to the fixed item price for each item proposed. M IJ Bid Form Page 2 In submitting this bid, the Bidder understands that the Village, of Mount Prospect resery esthe rig ht to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract, (if at all) for the items, bid If del,i,to the Bidder at any written notice of award of th,is bid is m,ailed, emailed or otherwise vered time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within tin (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of'the Contract understands and, agrees to the folilowing : A* 4% dO' 0 10 411W — — ------ — ----- Date ent by AddBidder or endum Addendum A,ckniowledgem .4 Noi. 1� Date Authorized R�presentative Acknowl-edged I Failure to acknowledge receipt, as provided above, may be considered sufficlent grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of'all Addenda and Copies of same will be available to all qualified bidders from the Village of Mount, Prospect Public Works Department, 1700 West Central Road, Mount, Prospect, Illinois two (2) days prior, It . o the dd a prioIr letting. It shall be the bidder's responsibility to become fully advised of all A end to submitting, its bid. 40 40 40 40 AIN 49�ftb db 'Aftla Aga w W 40 M oe1N ecuri,ty in the sum of ten (1 O�%) percent of the amount bid in form of (check one).. V Bid Bond Certified Check Bank Cashiier's Check is i attached hereto in! accordance with the "Instructions for Bidders'I . This Bid Submittal contains the fulling: 1) Bid, Form 2) Affidavit — Bid Certification Form 3) Bid Security 4) Bid Sheet(s) Respectfully submitted - Name of Firm/Bidder: Utility Dynamics Corporation e014) By': Kevin Spencer (Signature) Title: Vice President Date: 07/27/2026 Contact Information: Official Address: 23 Commerce Drive Oswegol IL 60543 Telephone: (630)554-1722 !!Alililllllolllwllllloi Email: contact@utiIitydyna,micscorp.com M AFFIDAVIT BID CERTIFICATION FORM V "Ilage of Mount Prospect dft do oft sk dot AN. Ak Ak or Aft 40 40 400 fift •AV I jP W 1w 40 40 a w w 1P Apt As ow go The undersigned further statesthat Utility Dynamics Cioirporation (Name of Company) i provides a drug free workpl�ace pursuant to the Drug Free Workplace Act 30 1 LCS 580/1, et seq. , and hasi, to the exteint not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention In Public Works Projects Act, 820 lLCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. Section IV Tax EaMmew 40 dF ,JW AV 40 Ado the contract in civil action. F M MITI, Page 2 - AFFIDAVIT — BID CERTIFICATION FORM Section V SexUal HaLaj§me,13j P,.Qlicv, Pursuant to Section 2,-105(A) of the Illinois Human Rights Act, 775 ILLS 5/2-105 (A , every party to a public contract must: 40 W Ap 4W Ak 40 40 dip W dr OF W Ab, Am AU S .0 A "pulic contract" includes,, ...every, contract to which the S�tate, any of its, political subdivisions o,r any municipal corporation is, a party.," 775 ILLS 5/1-103 (M) (2002), til,Dynamics Corporation ' has The undersigned, further states that Uity (Name of Company) a written sexual harassment policy in pilace in full compliance with 77'5 I,LCS 5/2-105 (A) (4). It is ex sly understood the foregoing statements and, representations and promises are made as, a condition to the righ,t of the bidder to receive aymen,t under any award, made under the terms and provisions, of this bid. The undersigned, certifies that all information contained in this Affidavit is true and correct. Signed bTitle-., Vice President y: M1(i,101,1211 1W/ Signature Name Printed: Kevin, Spencer SiQned and sworn to before me this, 27th day of July .1 2C�.6M�y com,mis,s,iioin expires: 08/22/2028 'low, OFFICIAL SEAL CHF11STIE M MADAY missiion No, 839310, com NOTARY PUBLIC, STATE OF ILLINOIS sjonExp,res 08/22/20281 my COMMIS M ri o 3- IN I'll I W 5 iinpi� 111� qqqnpq V M F SUBMITTED THIS 27, DAY OF... Jul I y 20126 I! I t 114t C 4ete 0 0 0,0,0 000, StAL 000 0000' 7 1 0 *40M N I t:e:=, �[ 7 1 1 A- I C 0 1 TR; 4z;;, 1 1 L al Midweist Martin Moss. Pre,sjqent Note.: If bidder is a partnership, the bid must be signed by at Ileast two of the pairtners. toin Note,: If bidder is, a corporation, the bid must be s,igned by an authorized officer of the corporati att,ested and sealed by the secretary or other authorized officer'. If a corporation, note here the state of incorporation'.', Incorporated under the laws of' the S;tate of Illinois M 11, f f, AID SHEET GreagEy Liabbag ,.�t[eet Village of Mou'int Prospect (TO BE FILLED OUT BY THE CONTRACTOR/BIDDER) 0 111 ng for all 'items (#1-18) to provide all 11abor,I equ�ipment, f materials are mobilization applicable) e t perform this work. The ixe item rice ver�l iIs to b2,I,,ALi0cju V ITEMNO. DESCRIPTION NIT QUANTITY UNIT MCI TOTAL 1 UNDERGROUND CONDUIT, GALVANIZED U'ND RGROUND CONDUIT, GALVANIZED FOOT 873 1 TEFL, 3 3 GROUND,, XL _T' E USE), 111 DIA. FOOT 5152 8 -001 POLYETHYLENE I - Mr/ 4 ELECTRIC CABLE IN CONDUIT, OV FOOT 21 1,6801.00 (XLP-TYPE USE)f 1/C NO. 2 LIGHT STANDARD, ALUMINUM, 25 FT.. 5 M.H., 10 FT. • CLAMP -ON MAST ARM, U, LEI EACH 1 �iu Af 4.+«VT I$ 581 , 1 1 11110111/11/m UMINAIRE .. 1 SIGHT STANDARD, ALUMINUM, 25 FT. 61 « 12F CLAMP - IN LIBMINAIRE Rlwlun LIGHT STANDARD, ALUMINUM, 25 FT. «"J// j 7 M.H.., 11 5 T, CLAMP -ON MAST ARM, LE I 1 ,�y0-00 $ 4,600,010 I. UMIN IR fCONNECTION ELECTRIC UTILITY SERVICE EACH 1 $ 510001,00 (COMED) 9 EAC1 ELECTRIC SERVICE INSTALLATIONH 1 10 1 LIGHTING CONTROLLERI 11 BREAKAWAY DEVICE WITH ALUMINIUM AC 19 $ 1100 0.00 $ 19W000-00 Oil SKIRT 12 ru I , FOUNDATION, M�E,T' I,�., 1 �I EACH 9 LT CIRCLE, 8-5 X 6 j 13, TREE PROTECTION!, FENCE FOOT 14 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT 15 TRAFFIIC CONTROL AND PROTECTION III L SUM, ,may 0 0 0 0 0 16 ELECTRICAL HANDHOLE EACH 1 $ 11300-001 1,300.00 M 's ITEM No. DESCRIPTION 17' CLASS D PATCHES, SPECIAL 18 MAINTENANCE BOND (24-MONTH) ;A UNIT J PRICE N� Ilan6,000-001 Ou Ou $ 21500-001 TOTAL FOR ITEMS (1-18)1:1 11111/11. If/ Utility Dynamics Corporalitiloin Bidder Qualifications . .... .. . ..... Permanent Pliace of Business: 23 Commerce Drive ... .......... . *swegol, IL 60543 . ...... . ..... . (630)554-1722 Illinois Tollwaly RR-25-913iO4 Viill,age of Hanover Park Collelctoir Sit'. Liglhltin-gl City of Giene a FY20126-27 UG Electric \ \ \ \ \ AWN Mt. Prospect Job ID Job Flame 2358 WILLOW, CYPRESS & FROST LTG. Customer Name Village of fit.. Prospect S. Emerson St. Prospect, IL 60056 5 mt. Location MT- PROSPECT, IL Project Type Lighting Contact/Phone # Jeff Melndl 847-870-S 4 Contract mate 5/18/2018 Contract 'Value $117,077F0 Village of Mount Prospect 5 South Emerson St. Mount Donna Brown 498 I andview Highlands St. Lt . Prospect, IL 6005 Mt, Prospect, IL Lighting 847-875-547 7/8/2019 $131,380-67 Village of Mount Prospect 5 S. Emerson St Mount Casey Botterman 2802.lonnquist Blvd st It improvements Prospect., IL 60056 Mt_ Prospect, IL Street Lighting 847-87 -5 A 8/ 4/2471 $109,495.00 Village of Mount Prospect 5' S. Emerson St Fount Donna Brown 2916 Seminole Ln. Street Lighting Prospect, IL 60056 Mt. Prospect, IL Street Lighting 847-875-547 7/ 1/7Q 7 $243,009.00 Village of Mount Prospect 5o S. Emerson St Mount Donna Brown 3319 Burning Bush Ln. Street Lighting Prospect, IL 60056 milt. Prospect, IL Street Lighting 847-875-5478 9/ / 0 4 $18 ,43 .00 Village of Mount Prospect 50 S. Emerson St Mount Matt Lawrie 3458 Burning Bush Ln. Street Lighting ng Prospect, IL 60056 1 Mt. Prospect, IL I Street Lighting 847-875-5478 1 11/6/ 025 $200,006.50 23 COMMERCE DRIVE OGWEG0, ILLINOIS 60543 9-mall: contact @utilityynamics,corp,,.colm PHONE- (630) 554-1722 FAX (630) 554-1 1195 ELECTRICAL CONTRACTORS N OVERHEAD LINE CONSTRUCTION UNDERGROUND DISTRIBUTIOSiYSTEMS P 1 11 111 111111i Chriis Rossi Merrill, Lynch I 10 N. Wacker Drive Chicago, IL 60606 (312)696-7587 M It V 1Ke 0 1 ornaszewski Byline Bank 820 Church St. Evanston, IL (847)i733-7400 Don Burke HUB, International 55 East Jackson, Blvd. 1, 41" Floor Chicago, IL 6iO6O4 (6301)468-5618 T4 V,V" % 16 12 X, NAY', 23 COMMERCE DRIVE 010"'WEGO, ILLINOIS 60543 e-mail: contact@ u,tilitydynamicscorp.com PHONE, (630) 554-1722 FAX (630), 554-1195 ELECTRICAL CONTRACTORS OVERHEAD L,INE CONSTRUCTION UNDERGROUND DISTRIBUTION SYSTEMS QUALIFICATION REFERENCES FOR UTILITY DYNAMICS CORPORATION Gerry Hennelly, , Christopher B. Burke Engineering 91575 W. Higgins Suite #600 Rosemont, IL 600 18, (847)823-05001 Joe Schag III City of Aurora 44 East Downer Pilace Aurora, IL 60507 (630)7'68-6577 Matt Lawrie Village of Mount Prospect 50 S.'Emerson Sit. Mount Prospect,,R, 60056 (847)392-6000 Gregory Street Street Lighting Project BID OPNEING: July 27, 2026 ENGINEER ESTIMATE I UTILITY DYNAMICS S/N Item Unit Quantity Unit Price Total Cost Unit Price Total Cost 1 UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" FOOT 42 $45.00 $1,890.00 $45.00 $1,890.00 2 UNDERGROUND CONDUIT, GALVANIZED STEEL, 3" FOOT 873 $50.00 $43,650.00 $49.00 $42,777.00 3 UNIT DUCT, 600V, 2-1C NO.6, 1/C NO.8 GROUND, (XLP-TYPE USE), 1" DIA. POLYETHYLENE FOOT 5,529 $25.00 $138,225.00 $32.00 $176,928.00 4 ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE), 1/C NO. 2 FOOT 210 $7.00 $1,470.00 $8.00 $1,680.00 5 LIGHT STANDARD, ALUMINUM, 25' M.H., 10 FT. CLAMP -ON MAST ARM, LED LUMINAIRE EACH 14 $5,000.00 $70,000.00 $4,200.00 $58,800.00 6 LIGHT STANDARD, ALUMINUM, 25' M.H., 12 FT. CLAMP -ON MAST ARM, LED LUMINAIRE EACH 4 $5,100.00 $20,400.00 $4,400.00 $17,600.00 7 LIGHT STANDARD, ALUMINUM, 25' M.H., 15 FT. CLAMP -ON MAST ARM, LED LUMINAIRE EACH 1 $5,200.00 $5,200.00 $4,600.00 $4,600.00 8 ELECTRIC UTILITY SERVICE CONNECTION (COMED) LSUM 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 9 ELECTRIC SERVICE INSTALLATION EACH 1 $3,000.00 $3,000.00 $2,000.00 $2,000.00 10 LIGHTING CONTROLLER EACH 1 $18,500.00 $18,500.00 $18,000.00 $18,000.00 11 BREAKAWAY DEVICE WITH ALUMINUM SKIRT EACH 19 $1,500.00 $28,500.00 $1,000.00 $19,000.00 12 LIGHT POLE FOUNDATION, METAL, 11" BOLT CIRCLE, 8 5/8" X 6' EACH 19 $1,250.00 $23,750.00 $1,400.00 $26,600.00 13 TREE PROTECTION FENCE FOOT 500 $15.00 $7,500.00 $15.00 $7,500.00 14 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 10 $150.00 $1,500.00 $150.00 $1,500.00 15 TRAFFIC CONTROL AND PROTECTION LSUM 1 $5,000.00 $5,000.00 $10,000.00 $10,000.00 16 ELECTRICAL HANDHOLE EACH 1 $1,200.00 $1,200.00 $1,300.00 $1,300.00 17 CLASS D PATCHES, SPECIAL SQ YD 10 $1,000.00 $10,000.00 $600.00 $6,000.00 18 MAINTENANCE BOND (24-MONTH) LSUM 1 $2,000.00 $2,000.00 $2,500.00 $2,500.00 TOTAL $386,785.00 $403,675.00 Page 1 of 1