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Home My WebLink About9.1 Motion to accept lowest cost, responsive bid for the 2024 Maple Berkshire Relief Station Rehabilitation Project for an amount not to exceed $588,655.M+awn �'xyt�lts=e Item Cover Page Subject Motion to accept lowest cost, responsive bid for the 2024 Maple Berkshire Relief Station Rehabilitation Project for an amount not to exceed $588,655. Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information February 6, 2024 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Y $588,655.00 Water/Sewer Enterprise Fund VILLAGE MANAGER'S REPORT Presentation In the current budget, funds are available to continue the rehabilitation of the Village's sanitary relief stations. The relief stations are used to provide hydraulic relief for the Village - owned sanitary sewer system in the event interceptor sewers of the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) become surcharged. During rain events, relief stations pump wastewater into surcharged MWRDGC interceptors to prevent basement backups and sanitary sewer overflows in the Village's local collection system. The Village owns and maintains eight (8) sanitary relief stations and two (2) sewage lift stations. To date, eight (8) sewer pump stations have been rehabilitated as part of this ongoing program, including Lincoln Street, Cottonwood, Lincoln We -Go, William Street, both George Street North and South, Louis Street and the Huntington sewer pumping stations. This year, the Maple Berkshire relief station, situated between 203 and 205 Berkshire Lane, is scheduled for rehabilitation. This facility services the area incorporating North of Berkshire Lane, East of Emerson St, South of Council Trail and West of School Street. The attached map depicts the station's location. The Maple Berkshire station will be the 9th sewer pumping station rehabilitated. The 10th and last station, Fairview Gardens, will be eliminated and replaced with a new gravity outfall sewer later this year. The Maple Berkshire Relief Station Rehabilitation project includes the rehabilitation of the existing wet well, valve structure and sluice gate structure by means of cleaning and epoxy lining. It also includes removal of the two existing pumps, floats, controllers, electrical and control wiring. A new flat top slab and access hatch will also be constructed and two (2) new submersible pumps with rail systems that allow maintenance crews to raise the motors and pumps for repairs will be installed. In addition, the scope of work will include replacement of the sluice gate, sluice gate operator, and level -sensing floats in the sluice gate structure. Planned work also includes reconnection of the relief sewer and force main as well as directional drilling of new communication cabling and installation of a new station control panel. To secure a qualified contractor for this work, staff hired Burns & McDonnell of Downers Grove, Illinois to prepare plans, specifications, and bid documents necessary to secure competitive bids. Copies of these bid documents and plans are attached. Bid Results The bid documents were sent to three (3) area firms who have experience in sewer relief station projects and to all firms that previously bid on the last eight (8) relief and lift station projects for the Village. In addition, the bid was publicly advertised on the Village's website utilizing Demandstar bid services. A copy of the bid documents and plans are attached. On Wednesday, January 24th, 2024, a non -mandatory pre-bid meeting was held with two (2) contractors attending along with representatives from the Village and Burns & McDonnell. Based on inquires at this meeting, one (1) addendum was issued for the project. The addendum was sent to all plan holders. On Monday, January 29, 2024, the bids were publicly opened and read as required by Village Code. The following two (2) firms submitted bids. The results are detailed below. Firm Cost Martam $458,425 Construction, Inc., Elgin, IL Marc $529,855 Kresmery Construction LLC., Elgin, IL Engineers Estimate - $642,600 Discussion All bids were reviewed to ensure that the document had all appropriate signatures, bid security and the addendum was signed. All bids were submitted with requisite documents, security and signed addendums. A copy of the addendum is attached. The bid also included an alternate bid item for concrete structure epoxy lining. The alternate bid item is within budget and staff recommends including it in the projects scope of work. Martam Construction, Inc., Elgin, IL (Martam) submitted the lowest cost, responsive bid. A copy of the firm's bid submittal is attached. Martam has performed work for the Village in the past. The projects completed include the Cottonwood relief station rehabilitation project in 2021, Huntington Lift Station Rehabilitation project in 2018, the George Street North relief station rehabilitation project in 2013, a sanitary sewer and combined sewer spot repair project in 2015 and a storm sewer replacement project in 2016. Martam performed that work in a satisfactory and timely manner without incident and within budget. In addition, reference checks indicated that Martam Construction has satisfactorily completed similar work in other communities such as the City of Chicago Ridge, Lake in the Hills Sanitary District, and the Village of Itasca. It is the opinion of staff that Martam is qualified to successfully complete this proposed project. During the last three (3) relief station rehabilitation projects that the Village has completed, only two (2) bids were received for each of these projects. These projects included the rehabilitation of the Lincoln Street relief station, Cottonwood relief station and Lincoln We -Go Relief Station. The firms that bid on these projects were Martam Construction and Marc Kresemery Construction. The reasons cited by contractors for not submitting a bid are the complexity and specialized nature of each of these projects. Consequently, staff has determined there is no advantage to rebidding the work for the purpose of garnering greater contractor interest. Since the project includes underground work, there is a possibility of unforeseen repairs. Staff is requesting a 10% contingency of $53,515 to address any of these unforeseen issues should they arise. A 10% contingency would bring the project award total to $588,665 ($458,725 base bid plus the $76,425 alternate bid item and the $53,515 contingency). Alternatives 1. Accept the lowest cost, Rehabilitation Project. 2. Action at the discretion Staff Recommendation responsive bid for the 2024 Maple Berkshire Relief Station of the Village Board. Staff recommends that the Village Board award the contract to Martam Construction, Inc. of Elgin, Illinois to construct the 2024 Maple Berkshire Relief Station Rehabilitation Project for an amount not to exceed $588,665. Attachments 1. VOMP_Maple Berkshire_Plans_IFB 2. VOMP_MapleBerkshire_Addendum No. 1 3. Bid Tabulation - Maple Berkshire 4. Location Map 5. Martam Construction Bid Submittal VILLA MAPLE RKS 1 2 3 4 GENERAL NOTES 1. THE VILLAGE OF MOUNT PROSPECT SHALL BE NOTIFIED AT LEAST SEVEN (7) WORKING DAYS PRIO COMMENCEMENT OF CONSTRUCTION AND 72 HOURS PRIOR TO DEMOLITION WORK. 2. ALL UTILITY OWNERS INCLUDING THE VILLAGE, SHALL BE CONTACTED AND THEIR FACILITIES SHAL LOCATED PRIOR TO THE COMMENCEMENT OF ANY SUBSURFACE WORK. UTILITY LOCATIONS SHOV HEREIN ARE FOR GRAPHIC ILLUSTRATION ONLY AND ARE NOT TO BE RELIED UPON. REPAIR OF AN DAMAGE TO EXISTING FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, ARE SHOWN ON THE DRAWINGS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION I FIELD OF THESE UTILITY LINES AND THE PROTECTION OF THEM FROM DAMAGE DUE TO CONSTRUI OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH CONFLICT V CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY THE CONFLICT MAY BE RESOLVED. 3. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING, SHORING AND OTHI REQUIRED PROTECTION OF ALL UTILITIES BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND ASSOCIATED STRUCTURES AND SHALL Mi REPAIRS AS NECESSARY TO THE SATISFACTION OF THE UTILITY OWNER. 4. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK PROPOSED HEREIN SHALL ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS, WHICH ARE HEREBY MADE A PART HEREO (A) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS," AS PREP) IDOT, LATEST EDITION. (B) "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS," LA EDITION. (C) "ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS," AS PUBLISHED BY THE IEPA, L EDITION. 5. THE STANDARD SPECIFICATIONS LISTED ON THESE CONSTRUCTION DRAWINGS AND SUBSEQUEN- ARE ALL TO BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARI 2 3 4 A. REFERENCED SPECIFICATIONS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING, EXCEPT AS MODIFIED HEREIN OR ON THE PLANS: * STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY SEWER AND WATER MAIN CONSTRUCTION; * STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION (SSWS) FOR SANITARY SEWER AND WATER MAIN CONSTRUCTION; * VILLAGE OF MUNICIPAL CODE; * THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED MANAGEMENT ORDINANCE AND TECHNICAL GUIDANCE MANUAL; * IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE PRECEDENCE AND SHALL CONTROL ALL CONSTRUCTION. B. NOTIFICATIONS 1. THE MWRD LOCAL SEWER SYSTEMS SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK (CALL 708-588-4055 OR SEND EMAIL NOTIFICATION WITH PROJECT NAME, LOCATION AND PERMIT NUMBER TO WMOJOBSTART@MWRD.ORG). 2. THE VILLAGE OF ENGINEERING DEPARTMENT AND PUBLIC MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK. CONTRACTOR SHALL DETERMINE ITEMS REQUIRING INSPECTION PRIOR TO START OF CONSTRUCTION OR EACH WORK PHASE. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR THE EXACT LOCATIONS OF UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING UTILITIES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. CALL J.U.L.I.E. AT 1-800-892-0123. C. GENERAL NOTES 1. ALL ELEVATIONS SHOWN ON PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSION FACTOR IS FT. 2. MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER'S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO INSPECT, APPROVE, AND REJECT THE CONSTRUCTION IMPROVEMENTS. 3. THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS, ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK ON THE PROJECT. 4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS APPROVED BY MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE MUNICIPALITY, OR AUTHORIZED AGENT. THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST BE FOLLOWED. PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED ON THE IMPROVEMENTS INDICATED ON THE PLANS. 5. THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND ELEVATIONS PRIOR TO BEGINNING THE CONSTRUCTION OPERATIONS. PIPE MATERIAL VITRIFIED CLAY PIPE REINFORCED CONCRETE SI CAST IRON SOIL PIPE DUCTILE IRON PIPE POLYVINYL CHLORIDE (PV( 6 -INCH TO 15 -INCH DIAME 18 -INCH TO 27 -INCH DIAM HIGH DENSITY POLYETHYL WATER MAIN QUALITY PV( 4 -INCH TO 36 -INCH 4 -INCH TO 12 -INCH 14 -INCH TO 48 -INCH THE FOLLOWING MATERIAL APPROVAL PRIOR TO PERM THE PIPE MATERIAL BELOVI PIPE MATERIAL POLYPROPYLENE (PP) PIPE 12 -INCH TO 24 -INCH DOUBI 30 -INCH TO 60 -INCH TRIPLI 8. ALL SANITARY SEWER G REQUIRES STONE BEDD TO 1/4 THE OUTSIDE DIP THAN EIGHT (8) INCHES ABOVE THE TOP OF THE 9. NON -SHEAR FLEXIBLE -T OF DISSIMILAR PIPE MAS 10. ALL MANHOLES SHALL I CONSTRUCTED WITH A CAST INTO THE LID. 2 3 4 1 2 3 4 REMOVE t , t REMOVE 4" DIP VENT PIPE --- LOCATED AT PROPERTY - I SU13MERSSLE SEWAGE LINE WITH STAINLESSt GRINDER PUMP STEEL SCREEN--------�------ _ (SEE DETAILS) REMOVE I "* I ACCESS COVER ,r' I BY PUMP MFG 31' DUCTILE IRON . DISCHARGE PIPE (TYP.) ( f ( t , _.. — ————— — — — — --— — — — — —— — t ------ �-- -- e — , � t � 2" DUCTILE IRON I t DISCHARGE PIPE (TYP.) f REMOVE PORTABLE HOIST SOCKET VERIFY LOCATION W/PUMP MFG , I I I I 12" DIA INFLUENT PIPE 5 L.F. DUCTILE IRON, CL 52 PUMP STATIN" TOP PLAN NTS 1 2 3 4 NEENAH.R-1818-D FRAME 8 LID OR EQUAL REMOVE TOP GROUND - � � REMOVE VENT PIPE 4 DIP FLG./P.E. �W,AL, PIPE AND CONNECTING MAl YLE STEP (7Y 12 O.C. REMOVE REM GUIDES AS OVIDED AND REQUIRED BI MANUFACTURER REMOVE STAINL SS STEEL CLAMP ASTENERS REMOVE 12' RED VALVE SERIES TF -2 TIDE-FL&X CHECK REMOVE SLUICE GATE VALVE R EQUAL. FLEXIBLE FTYR } FX1STlN 10' NFLUEN ITYP.) V�FOWL . n t 1 CONNECT TO EXISTING 3" FORCE MAIN 3" DUCTILE IROI DISCHARGE PIPI CONNECT TO EXISTING 2" FORCE MAIN 2" PVC SCH 8 DISCHARGE PIPI PORTABLE HOIS- VERIFY LOCATION W/ PvIVII N 3 2 4" DIP VENT PIPE WITH STAINLESS STEEL BIRD SCREEN -- SUBN GRIN HOOK FOR ATTACHMENT LIFTING CABLE OR CHAIN f- CABLE SUPPORT AND K, 12" RED VALVE SERIES TF -2 TIDE -FLEX CHECK VALVE OR EQUAL B 3 PLAN ELEVATION 654.0 2 CABLE I SLUICE GA - MA 1 2 3 4 1" 6" SLOPE¢"IFT PAVEMENT 12"6„ PAVEMENT 12" 7" t a T 4 .` 2 T .4" 10" MIN. .a .3 41 r 4,,. #4 REBAR CONTINUOUS t #4 REBAR CONTINUOUS BETWEEN EXPANSION BETWEEN EXPANSION JOINTS JOINTS DEPRESSED CURB BARRIER CURB TYPE B-6.12 SLOPE" 1 FT 1 „ 6„ 12" 7„ PAVEMENT 1 PAVEMENT . • 4" PAVEMENT 12 7„ •i: 4„ T �. t 3, to 3" T I 12" MIN. #4 REBAR C #4 REBAR CONTINUOUS �. T BETWEEN EXPANSION 3" BETWEEN E JOINTS JOINTS 3 ROLL CURB #4 REBAR CONTINUOUS BETWEEN EXPANSION 3" JOINTS PINCHED CA 1¢" DIA. SMOOTH 18" FOR 1" EXPA DEPRESSED CURB (TYPE B) BARRIER CURB (TYPE B) BAR LUBRICATED NOTES: 1. T= PAVEMENT THICKNESS. 2. ALL CURB AND GUTTER TO BE INSTALLED ON 4" COMPACTED STONE BEDDING. 3. EXPANSION JOINTS SHALL BE DOWELED AND SPACED 60' ON CENTER, AT ALL TANGENT POINTS OF RADIUS, 5" EITHER SIDE OF ALL UTILITY STRUCTURES AND BETWEEN NEW AND EXISTING CURB. 4. EXPANSION JOINT MATERIAL SHALL BE PLACED BEHIND ALL CURB ABUTTING CONCRETE PAVEMENT OR SIDEWALK. 5. CONTROL JOINTS SHALL BE SAW CUT A MINIMUM OF 1 Y" AT 15' ON CENTER. T #4 REBAR CONTINUOUS BETWEEN EXPANSION JOINT Village of Mount Prospe Public Works Department 1700 W. Central Rd. CURB AND GUTTER DETAIL Last Revised: 8-09 H:\Engineering\Reference\Details\VillageStandards\CURB AND GUT- 1 2 3 4 SEE PLANS AND SPECIFICATIONS FOR SURFACE RESTORATION EXISTING SURFACE MINIMUM COVER 12" FOR PIPE UP TO 48" 18" FOR PIPE GREATER THAN 48" TRAFFICKED AREAS MEASURED TO TOP OF SUBGRADE GREEN AREAS MEASURED TO TOP OF GROUND WIDTH OF PERMANENT PAVEMENT REMOVAL AND REPLACEMENT FOR PAYMENT 1� 1 TOP OF SUBGRADE INSIDE WALL OF TRENCH OR BRACING "- RIGID PIPE SEE PLANS AND SPECIFICATIONS FOR SURFACE RESTORATION EXISTING SURFACE FINAL BACKFILL MINIMUM COVER 12" FOR PIPE UP TO 48" 18" FOR PIPE GREATER THAN 48" TRAFFICKED AREAS VARIES MEASURED TO TOP OF SUBGRADE GREEN AREAS MEASURED TO TOP OF GROUND WIDTH OF PERMANENT PAVEMENT REMOVAL AND REPLACEMENT FOR PAYMENT llll•- • Wlirt• INSIDE WALL OF TRENCH OR BRACING FLEXIBLE PIPE - INITIAL BACKFILL {CA -7, CA -11, OR CA -13} ^� 1/2 O.D. ,' 1/2 0 INIT. BACKFILL ONLY TO TOP HAUNCHING OF PIPE FOR RIGID PIPE. tj2 O.D. {CA -7, CA -11, OR CA -13} 7j2 0 1" IA_ IN.} BEDDING {CA-7,CA-11 OR CA -13} OR L °'... i FOUNDATION \\\\\\ WHERE SOIL CONDITIONS WARRANT \\\\\\\ WH SPECIFIED TRENCH WIDTH; SPECIFIED TRENCH WIDTH; RIGID PIPE INSTALLATION DETAIL FLEXIBLE PIPE INSTALLATION DI NOTES: 1. FOR QUALIFIED SEWER CONSTRUCTION ONLY. 2. SHORING, OR EQUIVALENT PROTECTIVE SYSTEM, REQUIRED FOR TRENCHES OF 5' DEPTH OR GREATER, OR AS REQUIRED BY MUNICIPALITY. 1 2 3 5' RADIUS FROM VENT (DIV. 2) - 4 3' RADIUS FROM VENT (DIV. 1) HATCH 3'-0" 3'-0" zi WET WELL TYPICAL BELOW GRADE WET WELL OR BASIN CLASSIFIED ENVELOPE NOT TO SCALE 1'-6" WASTEWATE LEVEL FINISI G RAC ADDENDUM NO. 1 VILLAGE OF MOUNT PROSPECT, ILLINOIS MAPLE BERKSHIRE RELIEF STATION REHABILITATION DATE: January 25, 2024 BID OPENING: January 29, 2024 at 1:00 pm To: All Prospective Bidders. All BIDDERS for the above contract shall carefully read the enclosed addendum and consider its impact in the preparation of their bid. Project Manual: I. BID SHEET a. Concrete repairs and bypass pumping in box structures have been removed from base bid and are to be bid on as Alternate #1 II. 0120 00 MEASUREMENT AND PAYMENT a. Updates to scope of Pay Items 11 to eliminate epoxy topcoat from base bid. b. Addition of Alternate Bid Pay Item — Pay Item 14. III. 33 32 00 LIFT STATION, VALVE VAULT, AND JUNCTION STRUCTURE a. Replace Section 2.09.F with the following: F. Control Descriptions 1. Design the control system so that only one pump at a time shall run. At no point shall two pumps run. 2. Sluice Gate: Primary control is via a submersible pressure transducer that measures the water level in the junction structure. Two.foats shall be utilitzed for backup control 3. Pump Operation: Three floats shall be utilized for pump control (float mode): a. EL. 626.20 — Pump off b. EL. 628.20 —Pump on c. EL. 646.50 — High water level alarm i. High water alarm float shall activate float mode. Float mode shall latch in and operate until reset button on front of control panel is pressed. 4. Sluice gate status shall dictate operation of pumps as described in sequence of operation. b. Add Section 2.09.G: G. Sequence of Operation 1. Junction Structure: a. Primary Control (Transducer) i. From the floor of the junction structure (elevation 644.29) to elevation 645.12 the sluice gate is to be in the open position. ii. Above elevation 645.12 the sluice gate is to be closed. b. Back Up Control (Floats) L When both the floats are in the down position the sluice gate is to be in the open position. ii. ff either or both of the floats are in the up position the sluice gate is to be closed. 2. Pump Operation: Page 1 of 3 a. When the sluice gate is open, Pump 92 (Flygt NP 3069 SH 3— Adaptive 276) shall operate. b. When the sluice gate is closed, Pump #1 (Pentair Hydromatic — HPG -A) shall operate. c. Add text to Section 2.12.A: "spare pufnp shall he the Flygt NP 3069 SH 3— Adaptive 276. " IV. 33 32 22 SUBMERSIBLE PUMPS a. Add text to Section 2.02.A: "spare puinp shall he the Flygt NP 3069 SH 3— Adaptive 276. " Plans: I. PLAN SHEET D002 a. Update removal area at junction structure to better indicate extent of existing top slab removal required. II. PLAN SHEET C001 a. Update internal piping from 2 -inch PVC to 3 -inch DIP. b. Add callout to clarify scope of epoxy topcoat. c. Update Note 1 to indicate root removal from within structure. d. Update Note 3 to include confirmation of dimensions of structures. e. Update Note 5 to indicate piping connection to existing force main should be made outside the structure. III. PLAN SHEET C002 a. Add callout to clarify scope of epoxy topcoat. b. Add linework to better indicate location of top slab. c. Update Note 3 to indicate piping connection to existing force main should be made outside the structure. IV. PLAN SHEET E001 a. Remove 4th float from wet well. Attachments: I. Bid Sheet II. 01 200 00 Measurement and Payment III. Plan Sheet D002 IV. Plan Sheet C001 V. Plan Sheet C002 VI. Plan Sheet E001 VII. Pre -Bid Meeting Minutes VIII. Pre -Bid Meeting Sign -in Page 2 of 3 BIDDER'S ACKNOWLEDGMENT OF RECEIPT ADDENDUM NO. 1 VILLAGE OF MOUNT PROSPECT, ILLINOIS MAPLE BERKSHIRE RELIEF STATION REHABILITATION BIDDER hereby acknowledges receipt of Addendum No. 1 Company Name......... By.............................. Print Name ................ : Position/Title ............. : Date........................... : Note: This Addendum shall be included with and is considered part of the bid documents. Failure to return this form may result in disqualification of the BIDDER. Include this original in your bid. Page 3 of 3 BID SHEET Maple Berkshire Relief Station Rehabilitation UNIT PRICES: For providing, performing, and completing all work, the sum of the products resulting from multiplying the number of acceptable units by price per Unit. COMPLETE TABLE AS INDICATED Base Bid Item Concrete Structure Epoxy Lining Sump Approx. No. Description Unit Qty. of Price Per Unit Extension Units 1 Mobilization Sump 1 Demolition of Existing Pump 2 Station/Valve Vault/Junction Structure Sump 1 Components 3 Demolition Electrical/Control Lump 1 Panels/Conduit/Wiring/Concrete Pad Sum Provide/Install Equipment Appurtenances 4 & Ductile Iron Pipe for Pump Sump 1 Station/Valve Vault/Junction Structure Provide/Install Electrical/SCADA/Control Lump 1 5 Panels/Conduit/Wiring/Concrete Pad Sum 6 Pump Station/Valve Vault/Junction Lump 1 Structure Top Slab and Hatch Sum 7 Remove and Replace PCC Sidewalk, 5" SF 260 8 Remove and Replace Asphalt Road SF 240 9 Remove and Replace Curb and Gutter LF 50 10 Sodding, Salt Tolerant SY 105 11 Concrete Repairs in Pump Station/Valve Lump 1 Vault/Junction Structure Sum 12 Bypass Pumping — Pump Station/Valve Lump 1 Vault/Junction Structure Sum 13 Storm Water Pollution Prevention Plan Sump 1 Total Base Bid= 14 Concrete Structure Epoxy Lining Sump 1 Total Alternate Bid= VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 39 SUMMARY OF PRICES: BASE BID TOTAL BASE BID PRICE (the sum of extensions of the Base Bid Sheet): Cents (In writing) ALTERNATE BID Dollars and (In writing) TOTAL ALTERNATE BID PRICE (the sum of extensions of the Alternate Bid Sheet): Cents (In writing) Dollars and (In writing) VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 40 01 20 00 — MEASUREMENT AND PAYMENT PART 1 - GENERAL INFORMATION 1.01 MEASUREMENT AND PAYMENT: A. This Section describes the measurement and payment for the Work to be done under the items included in this Contract. B. Each unit or lump -sum price stated in the Bid shall constitute full compensation as herein specified for each item of work completed in accordance with the Contract Documents. The price shall be full compensation for furnishing all materials and for all labor, equipment, fees, tools and incidentals necessary to complete the item as included in the Contract Documents. C. No separate measurement and payment shall be made for Work not specifically listed in this Section. It shall be understood that all Work necessary to complete the Contract as included in the Contract Documents shall be included in cost of the unit and lump sum items included in the Contract. 1.02 BASE BID PAY ITEMS: A. Mobilization — Pay Item No. 1 a. Mobilization will be paid for at the contract lump sum price for the mobilization of all equipment to and from the site in accordance with Article 671 of the IDOT Standard Specifications for Road and Bridge Construction. The lump sum price for this item shall constitute full compensation for all equipment, materials, labor, fees, tools and incidentals necessary to complete this item. No additional compensation will be given for re -mobilization to and from the site due to any reason. B. Demolition of Existing Pump Station/Valve Vault/Junction Structure Components — Pay Item No. 2 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include removal of all existing equipment and appurtenances in the pump station, valve vault, and junction structure. b. This work shall be paid for at the contract lump sum price for Demolition of Existing Pump Station/Valve Vault/Junction Structure Components. C. Demolition Electrical/Control Panels/Conduit/Wiring/Concrete Pad — Pay Item No. 3 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include disconnection of power, communication and SCADA cables, removal of existing panels and conduit, and demolition of existing concrete pad. b. This work shall be paid for at the contract lump sum price for Demolition Electrical/Control Panels/Conduit/Wiring/Concrete Pad. D. Provide/Install Equipment, Appurtenances & Ductile Iron Force Main (2 -inch & 3 -inch) for Pump Station/Valve Vault/Junction Structure— Pay Item No. 4 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include delivery and installation of all equipment and appurtenances for the pump station, valve vault, and junction structure including but not limited to pumps, valves, sluice gate, and actuator. In addition, this work shall include provision and installation of ductile iron force main piping and includes reconnection of the installed relief station and valve vault to the existing 2 -inch and 3 -inch force mains. b. Equipment and Appurtenances work shall be paid for at the contract lump sum price for Provide/Install Equipment, Appurtenances, & Ductile Iron Force Main (2 -inch, 3 -inch) for Pump Station/Valve Vault/Junction Structure. VILLAGE OF MOUNT PROSPECT 012000-1 AUGUST 2023 MAPLE BERKSHIRE RELIEF STATION REHABILITATION 01 20 00 —MEASUREMENT AND PAYMENT: continued E. Provide/Install Electrical/SCADA/Control Panels/Conduit/Wiring/Concrete Pad — Pay Item No. 5 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include delivery, installation, wiring, reconnection to existing conduits and wiring connections. This work also installation of concrete slab for electrical equipment. b. This work shall be paid for at the contract lump sum price for Provide/Install Electrical/Control Panels/Conduit/Wiring. F. Pump Station/Valve Vault/Junction Structure Top Slab and Hatch— Pay Item No. 6 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include removal of existing top slab and hatch and installation of the proposed concrete top slab and hatches for the pump station, valve vault, and junction structure. b. This work shall be paid for at the contract lump sum price for Pump Station/Valve Vault/Junction Structure Top Slab and Hatch G. Remove and Replace PCC Sidewalk, 5" — Pay Item No. 7 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include removal of existing sidewalk, placement of the 2 -inch aggregate stone base, concrete and finishing work. b. This work shall be paid for at the contract unit price per square foot for Remove and Replace PCC Sidewalk, 5". No additional square footage will be paid for without prior approval by the Engineer or Owner. H. Remove and Replace Asphalt Road — Pay Item No. 8 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include removal of existing asphalt, placement of the 2 -inch aggregate stone base, asphalt and finishing work. b. This work shall be paid for at the contract unit price per square foot for Remove and Replace Asphalt Road. No additional square footage will be paid for without prior approval by the Engineer or Owner. I. Remove and Replace Curb and Gutter — Pay Item No. 9 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include removal of existing curb and gutter, placement of the 2 -inch aggregate stone base, concrete and finishing work. b. This work shall be paid for at the contract unit price per linear foot for Remove and Replace Curb and Gutter. No additional square footage will be paid for without prior approval by the Engineer or Owner. J. Sodding, Salt Tolerant — Pay Item No. 10 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include all topsoil, preparation of lawn areas, sodding, turf renovation and turf maintenance as required. b. This work will be paid for at the unit price per square yard of Sodding, Salt Tolerant. K. Concrete Repairs in Pump Station/Valve Vault/Junction Structure — Pay Item No. 11 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include preparation and repairs necessary to existing concrete in the pump station, valve vault, and junction structure. This work excludes epoxy lining. VILLAGE OF MOUNT PROSPECT 012000-2 AUGUST 2023 MAPLE BERKSHIRE RELIEF STATION REHABILITATION 01 20 00 —MEASUREMENT AND PAYMENT: continued b. This work will be paid for at the contract lump sum price for Concrete Repairs in Pump Station/Valve Vault/Junction Structure/Box Structures. L. Bypass Pumping — Pump Station/Valve/Vault/Junction Structure — Pay Item No. 12 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. The contractor shall provide bypass pumping as required for construction. The pumps and bypass lines shall be of adequate capacity and size to handle all flows. All cost for bypass pumping required during the duration of construction shall be included in the cost of the contract. b. This work will be paid for at the contract lump sum price for Bypass Pumping. M. Storm Water Pollution Prevention Plan (SWPPP) — Pay item No. 13 a. The Storm Water Pollution Prevention Plan will be paid for at the contract lump sum price for full completion of this item as specified. The lump sum price for this item shall constitute full compensation for all equipment, materials, labor, fees, tools and incidentals necessary to complete this item. 1.03 ALTERNATE BID PAY ITEMS: A. Concrete Structure Epoxy Lining — Pay Item No. 14 a. This work shall include all labor, materials and equipment required for full completion of this item as specified. This work shall include preparation and application of epoxy lining to interior existing concrete in the pump station, valve vault, and junction structure. b. This work will be paid for at the contract lump sum price for Concrete Repairs in Pump Station/Valve Vault/Junction Structure/Box Structures. END OF 0120 00 VILLAGE OF MOUNT PROSPECT 012000-3 AUGUST 2023 MAPLE BERKSHIRE RELIEF STATION REHABILITATION 1 2 3 4 NEENAH.R-1818-D FRAME 8 LID OR EQUAL REMOVE TOP GROUND - � � REMOVE VENT PIPE 4 DIP FLG./P.E. �W,AL, PIPE AND CONNECTING MAl YLE STEP (7Y 12 O.C. REMOVE REM GUIDES AS OVIDED AND REQUIRED BI MANUFACTURER REMOVE STAINL SS STEEL CLAMP ASTENERS REMOVE 12' RED VALVE SERIES TF -2 TIDE-FL&X CHECK REMOVE SLUICE GATE VALVE R EQUAL. FLEXIBLE FTYR } FX1STlN 10' NFLUEN ITYP.) V�FOWL . n t 1 2 3 4 CONNECT TO EXISTING 3" FORCE MAIN 3" DUCTILE IRON DISCHARGE PIPE CONNECT TO EXISTING Al 2" FORCE MAIN W/REDUCER 2" PVG SGH 80 3" DUCTILE IRON 0 DISCHARGE PIPE PORTABLE HOIST SOCKET VERIFY LOCATION W/ PUMP MFG 4" DIP VENT PIPE WITH STAINLESS STEEL BIRD SCREEN SUBN GRIN HOOK FOR ATTACHMENT LIFTING CABLE OR CHAIN f- CABLE SUPPORT AND K, 12" RED VALVE SERIES TF -2 TIDE -FLEX CHECK VALVE OR EQUAL B 3 PLAN ELEVATION 654.0 2 CABLE I SLUICE GA - MA IIIIIIYl e et iii ilii g IIIIII l Meeting Subject: Optional Pre -Bid Meeting Meeting Date: January 24, 2024 Start Time: 10:00 AM End Time: 11:00 AM Location: Mount Prospect Public Works BURNS`M�DONNELL Project Name: Maple Berkshire Relief Station Rehabilitation Project No.: 156625 Attendees Organization Title See sign -in sheet Notes Prepared By: Caleb Apker Date Notes Issued: January 25, 2024 Meeting Notes: Bids Due: Monday, January 29th, 2024 at 1:00 pm Project Contacts 1. Village of Mount Prospect: Casey Botterman — Primary Contact. Phone No: 847-870-5640 2. Burns & McDonnell: Caleb Apker — Primary Design Contact and Construction Contact. Phone No: 630-809-5309 Bidding Documents 1. Bidder's Qualification Statement 2. Bid Form 3. Bid Sheet 4. Bid Security 5. Certification Requirements 6. Affidavit — Bid Certification 7. References Project Duration 1. Bid Opening: January 29'1' , 2024 2. Contract Award by City Council: February 13th, 2024 3. Substantial Completion: 120 days from NTP 4. Final Completion: 135 days from NTP Insurance 1. See General Conditions for insurance requirements 11111 IIIIIIISloltes January 25, 2024 Page 2 BURNSMEDONNELL Clean Construction Demolition Debris 1. There is no reason to believe that the project site contains contaminated soils. 2. LPC -662/663 not provided in bidding documents. 3. Contractor may temporarily store excavated soils at Public Work facility. Project Components 1. Station function and purpose 2. Residential street and yards 3. Access to driveways must be maintained at all times. 4. Construction activity permitted between 7:OOam and 7:OOpm. Prior approval required for work outside of these times. 5. Water Use — Must have a hydrant meter from Village 6. Housekeeping — Close up structures. Mind debris. Keep streets clean and clear 7. SWPPP 8. Tree protection Questions received to date: 1. SCADA and instrumentation 2. Lining scope 3. Hoist socket 4. Piping 5. Spare pump 6. Pumping sequence Open Meeting to Questions Attachment: Sign -in sheet Maple Berkshire Relief Station Rehabiliation Project Pre -Bid Meeting Sign In Sheet Name Company Email Casey Botterman VOMP Cbotterman@mountprospect.org Caleb Apker Burns & McDonnell dapk_er@burnsmcd.com Ca , s." C,O 1A11f_4J_X?m_ �S , "(, � �u � �. COM &0 (2 c— (Z e'3 A< no ! L C b c C GUI ✓f 2 c .0- BID SHEET Maple Berkshire Relief Station Rehabilitation Martam Construction Base Bid Item Concrete Structure Epoxy Lining Sump Approx. No. Description Unit Qty. of Price Per Unit Extension Total Alternate Bid= $76,425 Units 1 Mobilization Sump 1 $94,975 $94,975 Demolition of Existing Pump 2 Station/Valve Vault/Junction Structure Sump 1 Components $17,000 $17,000 3 Demolition Electrical/Control Lump 1 Panels/Conduit/Wiring/Concrete Pad Sum $10,320 $10,320 Provide/Install Equipment Appurtenances 4 & Ductile Iron Pipe for Pump Sump 1 Station/Valve Vault/Junction Structure $113,250 $113,250 5 Provide/Install Electrical/SCADA/Control Lump 1 Panels/Conduit/Wiring/Concrete Pad Sum $176,900 $176,900 6 Pump Station/Valve Vault/Junction Lump 1 Structure Top Slab and Hatch Sum $15,000 $15,000 7 Remove and Replace PCC Sidewalk, 5" SF 260 $25 $6,500 8 Remove and Replace Asphalt Road SF 240 $35 $8,400 9 Remove and Replace Curb and Gutter LF 50 $100 $5,000 10 Sodding, Salt Tolerant SY 105 $56 $5,880 11 Concrete Repairs in Pump Station/Valve Lump 1 Vault/Junction Structure Sum $2,500 $2,500 12 Bypass Pumping — Pump Station/Valve Lump 1 Vault/Junction Structure Sum $1,000 $1,000 13 Storm Water Pollution Prevention Plan Sump 1 $2,000 $2,000 Total Base Bid= $458,725 14 Concrete Structure Epoxy Lining Sump 1 $76,425 $76,425 Total Alternate Bid= $76,425 VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION BID SHEET Maple Berkshire Relief Station Rehabilitation Marc Kresmery Construction Base Bid Item Concrete Structure Epoxy Lining Sump Approx. No. Description Unit Qty. of Price Per Unit Extension Total Alternate Bid= $48,000 Units 1 Mobilization Sump 1 $8,500 $8,500 Demolition of Existing Pump 2 Station/Valve Vault/Junction Structure Sump 1 Components $60,000 $60,000 3 Demolition Electrical/Control Lump 1 Panels/Conduit/Wiring/Concrete Pad Sum $16,000 $16,000 Provide/Install Equipment Appurtenances 4 & Ductile Iron Pipe for Pump Sump 1 Station/Valve Vault/Junction Structure $340,000 $340,000 5 Provide/Install Electrical/SCADA/Control Lump 1 Panels/Conduit/Wiring/Concrete Pad Sum $65,000 $65,000 6 Pump Station/Valve Vault/Junction Lump 1 Structure Top Slab and Hatch Sum $30,000 $30,000 7 Remove and Replace PCC Sidewalk, 5" SF 260 $1 $260 8 Remove and Replace Asphalt Road SF 240 $1 $240 9 Remove and Replace Curb and Gutter LF 50 $1 $50 10 Sodding, Salt Tolerant SY 105 $1 $105 11 Concrete Repairs in Pump Station/Valve Lump 1 Vault/Junction Structure Sum $5,000 $5,000 12 Bypass Pumping — Pump Station/Valve Lump 1 Vault/Junction Structure Sum $3,200 $3,200 13 Storm Water Pollution Prevention Plan Sump 1 $1,500 $1,500 Total Base Bid= $529,855 14 Concrete Structure Epoxy Lining Sump 1 $48,000 $48,000 Total Alternate Bid= $48,000 VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION Vi//age of Mount Prospect GIS 144 18S43 rig gat tru r' CS r ernain 44 11, 1 MV'' R D 2 IV Control nell 9 W laS44 21 �_ 1OZ45 iixisting it SZ20 1:564 This map is a user generated static output from an Internet mapping site is for reference only. Data layers that appear on this map may or may nc S_1984_Web—Mercator _ Auxiliary_ Sphere accurate, current, or otherwise relit illage of Mount Prospect, IL THIS MAP IS NOT TO BE USED FOR NAVIGATI Legend Notes This map was automatically generated using Geocortex Essentials 12/21/2022 Bid Bond CONTRACTOR: (Xinne, legal malm rind addrag) Martam Construction, Inc. 1200 Gasket Dr. Elgin, IL 60120 OWNER: (Maine, legal status mrd address) Village of Mount Prospect 50 S. Emerson Street Mount Prospect, IL 60056 Document A31 - 2010 Conforms with The American Institute of Architects AIA Document 310 SURETY: (Maine, legalmatirr(ntdprnrcipalplace rjbtabress) Travelers Casualty and Surety Company of America One Tower Square Hartford, CT 06183 Mailing Address for Notices 1411 Opus Pl, Ste 450 Downers Grove, Illinois 60515 BOND AMOUNT: $ 10% Ten Percent of Amount Bid PROJECT: (,Vatne, location or address andl'rvjectnumber.. tJmnj Maple Berkshire Relief Station Rehabilitation This document has Important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. The Contractor and Surety are bound to the t wncr in the amount set forth above, for the payment of which the Contraetor and Surety bind themselves, their lieirs, executors, administrators, successors and assigns, jointly and sew=orally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the tirnc specified in the bid documents. or within such tints period as ntay be agreed to by the Owner and Contractor, and the Contractor either (I ) cotters into a contract with the Owner in accordance with the torous of such bid., and gives such bond or bonds as may be specified in the bidding, or Contract Documents, with a surety admitted in the jurisdiction of tile Project and otherwise acceptable to the Ow~ttcr, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in tloe prosecution thereof; or () pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner ratly in good faith contract with another party to pertawrnt the %°lark cowered by -said bid,, then this obligation shall be null and void, otherwisc to remain in Iitll torce and effect. The Surety hereby waives any notice ol" an ugreentent between the Owner acrd Co nlructtar to extend the time in which the Owner may accept the bid. Waiver ol`notice by the Surety Aall not apply ks uny extension exceeding sixty (fall) days in tho uggregarte beyond the time 1br acceptance of bids specified in the laid docutncnts, and the Owner and Contractor skull obtain the Surctt'"s consent for all exlensiun boyond sixty (60) days. If this Bond is issued in connection wwith a subcontractor's bid to n Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the terra Owner shall be deemed to be Contractor. When this cloud has been Ilumishcd to comply with a statulory or other legul requirement it) the locution of ltre Project any provision in this: Bland coul"lictirtg with :raid stututory or legal rcquirement shall be deemed deleted herefrom and provisions sontorming to such stutotory or Wicr legul rcquirensont shall be dconed inc orptanrted herein. Wheri sea burn -shed, the intent is that tlri% Bond shall be con -'trued Le; a statutory bond and not us a cornnton law bond. Signed and scaled this 29tt day, '�Ianuary, 2024 Martam Construction, Inc. (Principal) (Seat) (11'itrress) ��°�"msµ By. �7 �Vvq]�Oe eor- �_ va��taarark°� Travelers Casualty and Surety Gorrtgany of America (Sure ,tib (,Seal) �� N9l�01i, a (lt'rnrass) aria A. G za (l"i#te�me`i 1. it re ttomey.tn- ,act�,, aa�wta S-0054/AS 8110 State of Illinois County of DuPa e SURETY ACKNOWLEDGEMENT (ATTORNEY-IN-FACT) I, Maria A. Gonzalez Notary Public of DuPage County, in the State of Illinois do hereby certify that James I. Moore Attorney -in -Fact, of the Travelers Casualty and f Surety Company of America who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that he signed, sealed and delivered said instrument, for and on behalf of the Travelers Casualty and Surety Company of America for the uses and purposes therein set forth. Given under my hand and notarial seal at my office in the City of Downers Grove in said County, this 29th day of January , 2024 OFFIC44 SEAL MARIA A GONZAE EZ NOTARY Pi a STAT F fLL WILL COUIqTy V G()MMISt a CXPIAESOW�(rZ6 Notary Public Maria A. Gonzalez My Commission expires: September 25, 2026 __www Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company A V� St. Paul Fire and Marine Insurance Company ITwI�i Farmtn9ton CasualtatmmComny „w uwmm _................ww... .... _.wvwv_. „ _ .. _ _,. .. POWER 0... F ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, St. Paul Fire and Marine Insurance Company, and Farmington Casualty Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint James I. Moore ofDowners Grove , IL their true and lawful Attomey(s)-i n- Fact to sign, execute, seal and acknowledge the following bond: Surety Bond No.: Bid Bond Principal: Martam Construction, Inc. OR Obligee: Village of Mount Prospect Project Description: Maple Berkshire Relief Station Rehabilitation IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. .X(HARTFORD i �� CONN. 6 .. « sk9 2 wn State of Connecticut By. _dx, Robert0Z Raney, Senior Vice President City of Hartford ss_ On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 N07A1N �, �' ,u�o _ Anna P. Nowik, Notary Public ______ This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seat bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLV'E'D, that the Chairman, the President„ any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman„ any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seat by a Secretary or Assistant Secretary, or (b) duty executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authorityu and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seat of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shalt be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 29th day of January , 2024, o RARTF CONNRD 6+Z 9 H 0 im Kevin E. Hug, es, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above-named Attorney(s)-in-Fact and the details of the bond to which this Power of Attorney is attached. BIDDER'S ACKNOWLEDGMENT OF RECEIPT ADDENDUM NO.1 VILLAGE OF MOUNT PROSPECT, ILLINOIS MAPLE BERKSHIRE RELIEF STATION REHABILITATION BIDDER hereby acknowledges receipt of Addendum No. 1 Company Name......... By.............................. Print Name ................ Position/Title ............. Date.. ... -- ..... - .......... . Note: This Addendum shall be included with and is considered part of the bid documents. Failure to return this form may result in disqualification of the BIDDER. Include this original in your bid. Page 3 of 3 BIDDER'S QUALIFICATION STATEMENT Project Name: Maple Berkshire Relief Station Rehabilitation SUBMITTED TO. Village of Mount Prospect Village Manager's Office, Third Floor 50 S. Emerson Mount Prospect, IL 60056-2229 SUBMITTED Comnanxi 1(uttavat-7- Address 1200 62=i iM PrincipalOffice Corporation, partnership, individual, joint venture, other Contractor license number and state 1. Bidder has been engaged as a General Contractor in construction for - .1gr) years and has performed work of the nature and magnitude of this Contract for years. Bidder has been in business under its present name for years. 2. Bidder now has the following bonded projects under contract: On a separate sheet, list project name, owner, engineer/architect, amount of contract, surety, and estimated completion date. 3. Bidder has completed the following three (3) contracts consisting of work similar to that proposed by this Contract: On a separate sheet, list project name, owner, engineer/architect, amount of contract, surety, and date of completion and percentage of the cost of the Work performed with Bidder's own forces. 4. Has Bidder ever failed to complete any project? If so, state when, where, and why. 5. Bidder normally performs the following work with his own forces: 6. Construction experience of key individuals in the organization is as follows (continued on attached sheets if needed): 7. In the event the Contract is awarded to Bidder, the required surety Bonds will be furnished by the following surety company including name and address of agent: VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION FINANCIAL STATEMENT Bidder possesses adequate financial resources as indicated by the following: a. Assets and Liabilities: Attach a financial statement, audited if available, including Bidder's latest balance sheet and income statements showing the following items: (1) Current assets (cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory, and prepaid expenses). (2) Net fixed assets. (3) Other assets. (4) Current liabilities (accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries, and accrued payroll taxes). (5) Other liabilities (capital, capital stock, authorized and outstanding shares par values, earned surplus, and retained earnings). (6) Name of firm preparing financial statement and date thereof: If financial statement is not for identical organization named herein, explain relationship and financial responsibility of the organization furnished. 8. Current Judgments: The following judgments are outstanding against Bidder: Judgment Creditors Where Docketed and Date Amount a. $- b, Bidder hereby represents and warrants that all statements set forth herein are true and correct. Date �TAj%,a(X 261h , 20.f (OFFICIAL SEAL) Name of Organization: (If Bidder is a partnership, the partnership name shall be signed, followed by the signature of at least one of the partners. If Bidder is a corporation, the corporate name shall be signed, followed by the signature of a duly authorized officer and with the corporate seal affixed). VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION BID FORM Maple Berkshire Relief Station Rehabilitation Village of Mount Prospect Department of Public Works (hereinafter called 'Bidder") TO: Office of the Village Manager, V Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect') ,Bid For. Maple Berkshire Relief Station Rehabilitation The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions and Special Provisions Specifications Bid Form Affidavit — Bid Certification Form Bid Security Bid Sheet — Maple Berkshire Relief Station Rehabilitation Contract Document Labor and Materials Payment bond form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all 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 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. VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 36 In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right 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 written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any 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 ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces provided below: Addendum No. Addendum Date Acknowledgement by Bidder or Authorized Re resentative Date Acknowled ed Failure to acknowledge receipt, as provided above, may be considered sufficient 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 to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed which starts the performance period. The contractor shall reach substantial completion by 120 consecutive calendar days after the date of the Notice to Proceed with final completion within 15 consecutive calendar days thereafter. Substantial completion shall be defined as the completion of all work except VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 37 for site restoration. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): _/ Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit —Bid Certification Form 3) Bid Security 4) Bid Sheet(s) Respectfully submitted: Name of Firm/Bidder: Contact Information: Official Address: 120,0 Gafiai a Telephone: L� 6 yos- Email: d ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS ALONG WITH THE AFFIDAVIT — BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE. VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 38 BID SHEET Ma le Berkshire Relief Station Rehabilitation UNIT PRICES: For providing, performing, and completing all work, the sum of the products resulting from multiplying the number of acceptable units by price per Unit. COMPLETE TABLE AS INDICATED Base Bid 6 Pump Station/Valve Vault/Junction Lump Sum Approx. is 000.00 i'S 000.00 Item Description Unit Qty. of Price Per Unit Extension No. Remove and Replace Curb and Gutter LF Units L70. 00 5,000.0Q 1 Mobilization Sump 1 qy, 97s.OD qy, 97S00 11 Demolition of Existing Pump Lump Sum 1 00.00 2 Station/Valve Vault/Junction Structure Sump 1 17, 000.00 17, 000.0'p 12 Bypass Pumping — Pump Station/Valve Lump Vault/Junction Structure Sum 1 I, 00 0.00 Components .�_�......__....wwwwww.... 13 Storm Water Pollution Prevention Plan Sum 1 oZ, 000.00 eC, 000.00 .............. ____.......www..._. .... __�.. ... ...... Total Base Bid= 115 7.?5 00 3 Demolition Electrical/Control Lump Sum 1 io,3a0.00 lo,3a0.00 Panels/Conduit/Wiring/Concrete Pad Provide/Install Equipment Appurtenances Lump 4 & Ductile Iron Pipe for Pump Sum 1 113125a.00 113,250.00 Station/Valve Vault/Junction Structure 5 Provide/Install Electrical/SCADA/Control Lump 1 )7b,900.00 176, cj00.Ofl Panels/Conduit/Wirinq/Concrete Pad Sum 6 Pump Station/Valve Vault/Junction Lump Sum 1 is 000.00 i'S 000.00 ;_L__ Structure Top Slab and Hatch SF 240 .3.5 Do 9"J00.00 7 Remove and Replace PCC Sidewalk, 5" SF 260 '25.00 6,500.00 8 Remove and Replace Asphalt Road SF 240 .3.5 Do 9"J00.00 9 Remove and Replace Curb and Gutter LF 50 L70. 00 5,000.0Q 10 Sodding, Salt Tolerant SY 105 56.00 11 Concrete Repairs in Pump Station/Valve Lump Sum 1 00.00 Vault/Junction Structure ,$00.00 12 Bypass Pumping — Pump Station/Valve Lump Vault/Junction Structure Sum 1 I, 00 0.00 1, 000, M 13 Storm Water Pollution Prevention Plan Sum 1 oZ, 000.00 eC, 000.00 .............. ____.......www..._. .... __�.. ... ...... Total Base Bid= 115 7.?5 00 14 Concrete Structure Epoxy Lining Sump 1 76, 425.Oa 76, qa, S.00 Total Alternate Bid= VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 39 BASE BID TOTAL BASE BID PRICE (the sum of extensions of the Base Bid Sheet): .5ev t& I.NCok f-oe Dollars and Cents (In writing) ALTERNATE BID Zero (In writing) TOTAL ALTERNATE BID PRICE (the sum of extensions of the Alternate Bid Sheet), Dollars and Zc^ Cents (In writing) VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION (In writing) 40 BASIS FOR DETERMINING PRICES It is expressly understood and agreed that: 1. The approximate quantities set forth in this Bid Sheet for each Unit Price Item are Owner's estimate only, that Owner reserves the right to increase or decrease such quantities, and that payment for each Unit Price Item shall be made only on the actual number of acceptable units of such Unit Price Item installed complete in place, measured on the basis defined in the Contract. 2. Owner is not subject to state or local sales, use and excise taxes and no such taxes are included in this Bid Sheet. Specific cash allowances, if any, are included in the price set forth above and have been computed in accordance with paragraph 11.02 of the General Conditions. BIDDER agrees that the Work will be Substantially Completed in 120 consecutive calendar days from the date of "Notice to Proceed" and Finally Completed in 15 calendar days thereafter. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. The following documents are attached to and made a condition of this Bid: (a) Required bid security in the amount of ten percent (10%) of the Bid in the form of a bid bond, cash, certified check, cashiers check or bank money order as stipulated in the Advertisement for Bids. (b) A tabulation of subcontractors, suppliers and other persons and organizations required to be identified in this Bid. (c) Required BIDDER's Qualification Statement with supporting data. Written communications concerning this Bid shall be addressed to: The terms used in this Bid which are defined in the General and Supplementary Conditions of the Construction Contract, included as part of the Contract Documents, have the meanings assigned to them in the General and Supplementary Conditions. Submitted on JMWV th 2024. State Contractor License Number (if any) Contractor Contact Information: VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 41 ..-.ti Gark1/.l Telephone: (Ed 6 6 900 E-mail: cgh VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 42 Bid Certification Form Page 1 AFFIDAVIT — BID CERTIFICATION FORM Bidder: Company/Firm Name: 0 Address: 1200 G 0 As a condition of entering into a contract with the Village of Mount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, being first duly sworn on oath, deposes and states that he or she is (sole owner, partner, joint ventured, President, Secretary, etc.) ofVia. and has the (Name of Company) authority to make all certifications required by this affidavit. Section I Non Collusion The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. The undersigned further states that (Name of Company) is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4. Section III Drug Free Workplace The undersigned further states that Mariam (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. VILLAGE OF MOUNT PROSPECT MAPLE BERKSHIRE RELIEF STATION REHABILITATION 43 Bid Certification Form Page 2 AFFIDAVIT — BID CERTIFICATION FORM Section IV Tax Payment The undersigned further states that Ma(fain 62nrilrurfion,ut. (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Sexual Harassment Porlic Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (II) the definition of sexual harassment under State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that C0_#1ff(IAChb10Ifit has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned certifies that all information contain ed in this Affidavit is true and correct. Y� Signed b Title: Loa S'eaefaa 9 LA ature Name ri Signed and sworn to before me this _Aay of ,,,_ lam......„ 20_. My commission expires: lq?9_1 V"6w Notary Public OFFWAALWAL KAREN LINKEVICH NOTARY PUBLIC, STATE OF ILLINOIS VILLAGE OF MOUNT PROSPECT MyCOMi="OF iDDanbW22.2027 MAPLE BERKSHIRE RELIEF STATION REHABILITATION 44 General Contractors and Engineers Phone: (847) 608-6800 Fax: (847) 608-6804 Martam Construction, Inc. Lift/Pump Station Construction Projects Since 2018 1) Harlem Ave. Lift Station Improvements (2021) $954,224.00 City of Chicago Ridge Contact Person: John Caruso (847) 417-4215 2) Cottonwood Relief Station Rehabilitation (2021) $361,505.00 Village of Mount Prospect Contact Person: Casey Botterman (847) 870-5640 3) Hagele Beach Lift Station (2019) $530,676.32 Lake In The Hills Sanitary District Contact Person: Bob Doeringsfeld (608) 712-7778 4) Holiday Inn Lift Station Replacement (2018) $830,000.00 Village of Itasca Contact Person: Jon Flowers (224) 388-1420 5) Huntington Lift Station Reconstruction (2018) $783,848.00 Village of Mount Prospect Contact Person: Casey Botterman (847) 870-5640 1200 Gasket Drive Elgin, IL 60120