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HomeMy WebLinkAboutPR 20091: NORTH PEDESTRIAN BRIDGE REPAIR PROJECT Project at the Babe Zaharis Golf Course at a cost of $27,107.00. The City will furnish the building material separately at an estimated cost of$25,000.00 for a total project budgetary impact of$52,701.00. "Remember,we are here to serve the Citizens of Port Arthur" P.O.Box 1089 x Port Arthur,Texas 77641-1089 s 409.983.8182 * FAX 409.983.8294 P.R. 20091 03.13.18 rtb RESOLUTION NO. A RESOLUTION AWARDING A BID AND AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT WITH SKR CONSTRUCTION OF PORT ARTHUR, TEXAS FOR THE NORTH PEDESTRIAN BRIDGE REPAIR PROJECT AT THE BABE ZAHARIS GOLF COURSE, WITH A PROJECTED BUDGETARY IMPACT OF $27,107.00 FUNDING AVAILABLE IN GOLF COURSE FUND ACCOUNT NO. 103-2001- 601.87-00. WHEREAS, the City is obligated to meet the federal standards of the American Disabilities Act, (ADA) and structural integrity of pedestrian bridges; and, WHEREAS, the north pedestrian bridge surface is in desperate need of repair; and, WHEREAS, quotes for labor were solicited for the North Pedestrian Bridge Repair at the Babe Zaharis Golf Course Project on March 8, 2018; and, WHEREAS, materials will be purchased by the City of Port Arthur at an estimated cost of $25,000.00; and, WHEREAS, two (2) quotes were received and opened on March 12, 2018 for the above referenced Contract (see Exhibit "A") with SKR Construction having the lowest most responsible quote in the amount of $27,107.00 and have been evaluated by the Public Works staff and Purchasing Manager; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR: THAT, the facts and opinions in the preamble are true and correct; and, THAT, the City Council of the City of Port Arthur hereby awards the quote for the North Pedestrian Bridge Repair Project at the Babe Zaharis Golf Course to SKR P.R. 20091 Page 2 Construction of Port Arthur, Texas for the amount of $27,107.00 as shown on Exhibit "B" attached hereto and made a part hereof; and, THAT, the City Manager of the City of Port Arthur is hereby authorized and directed to execute on behalf of the City, a contract between the City of Port Arthur and SKR Construction of Port Arthur, Texas at a cost of $27,107.00 for the North Pedestrian Bridge Repair Project; in substantially the same form attached hereto as Exhibit "B"; and, THAT, the City will furnish the building material separately which will not be part of the vendor's cost or a part of this contract; and, THAT, a copy of the caption of this Resolution be spread upon the Minutes of the City Council. READ, ADOPTED AND APPROVED this the day of , A.D. 2018 at a meeting of the City of Port Arthur, Texas by the following vote: Ayes: Mayor: Councilmembers: Noes: Mayor Derrick Freeman Attest: City Secretary Sherri Bellard P.R. 20091 Page 3 APPROVED AS TO FORM: APPROVED FOR ADMINISTRATION: We Ti-n ,�oHarvey Robinson City Attorney / Interim City Manager APPROVED AS FOR AVAILABILITY OF FUNDS, X.4,J.-erzt. Andrew Vasques, CPA Director of Finance Armando Gutierrez, Jr., P.E. Director of Public Works LU J.iken:,,. Clifto: Williams, CPPB Purchasing Manager V II9IHX3 at CITY OF PORT ARTHUR TEXAS Bid Tabulation rrher North Pedestrian Bridge Repair at the Babe Zaharis Golf Course March 12, 2018 SKR Construction Norman Hwy. Construction, Inc. Description 'Total Cost Total Cost Base Bid $27,107.00 $60,368.00 Alternative 2a NA $57,248.00 Alternative 3a NA $62,448;00 Alternative 2a & 3a NA $59,320.00 Location Port Arthur, TX Orange, TX Page 1 of 1 9 II9IHX3 CONSTRUCTION SERVICES AGREEMENT North Pedestrian Bridge Repair Project at the Babe Zarharis Golf Course in Port Arthur, Texas THIS AGREEMENT, made this day of , 2018, by and between the City of Port Arthur, a municipal corporation organized under the laws of the State of Texas, hereinafter called "OWNER" or "CITY", and SKR Construction hereinafter called "CONTRACTOR". WITNESSED: That, for and in consideration of, the payment terms, conditions, and agreements set forth herein, OWNER and CONTRACTOR agree as follows: 1. The CONTRACTOR will commence the work required by the Contract Documents upon Receipt of a Notice to Proceed. The work to be performed under this Contract will be completed within 30 days of commencement. 2. The CONTRACTOR will perform the work as delineated in the Scope of Work and Specifications attached hereto. 3. During the term of this Contract, the Contractor will furnish at this own expense all of the supplies, tools, equipment, labor and other services necessary to connection therewith, excepting those supplies specifically not required of Contractor in the Specifications and Scope of Work. 4. The City of Port Arthur agrees to provide the contractor materials needed for the project with an estimated cost of $25,000.00. 5. The CONTRACTOR agrees to perform all the work described in the specifications and contract documents and to comply with the terms therein. The amount of this contract is $27,107.00. 6. The term "Contract Documents" means and includes the following" a. Agreement b. Specifications c. Addenda d. Bid e. Notice to Proceed 7. This Agreement shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors and assigns. 8. IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in (2 copies) each of which shall be deemed an original on the date first above written. Signed on the day of April 2018 OWNER: BY: Harvey Robinson Interim City Manager Signed on the day of April 2018 CONTRACTOR: SKR Construction BY: Gloria Sanchez Owner } CITY OF PORT ARTHUR, TEXAS BID SCHEDULE BID "B" FOR: BRIDGE 1 AT HOLE 1 NORTH PEDESTRIAN BRIDGE REPAIR AT THE BABE ZAHARIS GOLF COURSE Description Unit Quantity Unit Price Extended Cost 61) Item 1: Deck/Subdeck Rem. SF 2080.0 $ s I 1 $ 1 ' 54U Item 2: Subdeck, 4"x6" Laminate (8'8" Wide) (Labor& Equipment Only) SF 1040.0 $ 3, 7,_) $ ;3 j 00 Item 3: Surface Deck, 2"x6" (Long.) (Labor& Equipment Only) SF 1040.0 $ 3. $ (� Item 4: Handrail (Comp in Pl) (Labor &Equipment Only) LF 240.0 $ $ I )(, Item 5: 4"x4"x 70" Deck Post (Labor& Equipment Only) EA 52 $ 3 u), ? $ Item 6: 2"x6"Railing Top & Side Boards (Labor & Equipment Only) SF 480.0 $ � 7 $ ,)t Item 7: 2"x8" Flashing Board (Labor& Equipment c yC t U Only) SF 160.0 $ g , $ / / ' SUB TOTAL "B" BASE BID (Turn Key) $ O 7 Alternative Bid "B": Item 2a: Subdeck, 4"x6" (8'8"wide) @ 8" CC Spacing SF 520.0 $ $ Item 3a: Trex Board or its Equiv. Material 2"x6" Longitudinally SF 1040.0 $ $ 1h TOTAL DAYS TO COMPLETE (calendar): 3O • Jaz /l 3G --_,) LOX( rto, ri COMPANY AME S T ADD SS SIGNATURE OF BIDDER P.O. BOX AO e. OP I 4 jk --13 (13 PRINT OR TYPE NAME CITY S ATE ZIP Ui / z. -c) if' i‘3 TITLE AkEA CODE TELEPHONE NO d llJ� ,Sa,�cJ +b Q ry ' I _- Cf z' C EMAIL FAX NO. NOTE: THIS BID IS FOR THE NORTH PEDESTRIAN BRIDGE REPAIR ONLY. (120 LINEAR FEET IN LENGTH AND TWELVE (12) FEET AND THREE (3) INCHES IN WIDTH) THE UNIT BID COST AND EXTENDED COST IS FOR LABOR, EQIPMENT AND ALL INCIDENTALS TOOLS NEEDED TO COMPLETE THE WORK ONLY. ALL MATERIALS, HARDWARES AND INCIDENTALS NEEDED TO COMPLETE THE WORK WILL BE SUPPLIED BY THE OWNER AT NO COST TO THE CONTRACTOR. L= 120' / PROP. 2'x 8' PRESSURE TREATED WOOD FLASHING ON BOTH SIDES OF THE BRIDGE OF 0,60 SATURATION, 0 0 0 O 0 O 2 n 1 0 1 n I N .- CO 0 ,0 0 II H n n n PROPOSED HOT DIP GALVANIZED ° ° °( CLIP EVERY FIVE BOARDS STAGGERED ON EACH SIDE OF _i L o o; 0 STRINGER FLANGE. (SUBSIDIARY 0 o n n .n TO ITEM 3, SUB DECKING.) (SUBMIT SHOP DRAWINGS) 1 © ® 0 0 0 LLI (. n. n: n. t 0 p iiR n. STRINGER (TYPICAL) EXISTINGo' X 0 \r‘ o ° PROPOSED 4'x6' PRESSURE ►� T. 1 o'� TREATED WOOD ❑F o 0 2.50 SATURATION I. { PROPOSED 2i'ox 3i' HOT DIPPED GALVANIZED i 4'x4, PRESSURE SCREWS @ 2 EACH PER PLANK @ 36' O.C. (TYP.) TREATED WOOD POST PROPOSED 2'x6' PRESSURE TREATED OF 0.60 SATURATION SURFACE DECKING OF 0.60 SATURATION (BUTTED TO EACH OTHER) SURFACE DECKING AND SUBDECKIUG FLOOR CLIP LAYOUT N.T.S. i NOTE: 1 . ALL BOARDS SCREWS SHALL BE HOT DIPPED GALVANIZED. ' 2. ALTERNATE SURFACE DECK WILL BE OF TREX BOARD OR EQUIVALENT MATERIAL & WILL I BE BUTTED TO EACH OTHER. 3. ALTERNATE SUB DECK WILL BE SPACED @ 8" CC. CLIPS WILL BE INSTALLED 2 EACH STAGGERED PER SUB-DECK BOARD. 4. PAYMENT FOR ALL WOOD DECKING AND FLASHING SHALL BE IN SQUARE jFOOT UNITS MEASURE OF BOARD REV. DATE DESCRIPTION DWG. APPR. I MATERIALS INSTALLED IN PLACE, REPAIR 2 BRIDGES AT BABE ZAHARIAS INCLUDING ALL HARDWARE AS SHOWN GOLF COURSE IN THE DRAWINGS. SURFACE DECKING SUBDECKING CLIP DETAIL CITY OF PORT ARTHUR, TEXAS ENQNEERING DRAWN DRAWN A.ALFRED SCALE NOT TO SCALE CHEMED A GUTIERREZ APPROVED A.GUTIERREZ DATE 2/20/2017 OWE. I OF 3 011111111111 i C . 1 i k c� CARRIAGE BOLTS 111111111111111 1, 1111111 s"fix 811 HOT DIPPED ,' PROPOSED 4"x6" PRESSURED GALVANIZED WOOD 1s1,11"iii TREATED WOOD @ SCREWS (TYP.) 2,50 SATURATION I SU3IEC'KI \G FLOOR \AILI \G DETAIL N.T.S. 4 1/2" / j I -- PROPOSED 4"x6" PRESSURE TREATED W❑❑D @ I 2.50 SATURATI❑N I O + X O + X =i } X 0 + X 0 w o INDICATES NAILS IN FIRST LAMINATION x INDICATES NAILS IN SECOND LAMINATION + INDICATES NAILS IN THIRD LAMINATION a r n- < - Zn- Z �- s - w S-CTIO\ A- A 0 -, zz Zz o 0 - 0 — Q w 4 Q Z- try -J1I J —1 REV. DATE DESCRIPTION DWG. APPR. REPAIR 2 BRIDGES AT BABE ZAHARIAS GOLF COURSE SUBDECKING NAILING DETAIL CITY OF PORT ARTHUR, TEXAS ENGINEERING DI.151CN DRAWN A. ALFRED cem NOT TO SCALE (]IECJED A. GUTIERREZ APPROVED A.GUTIERREZ DATE 2/20/2017 DWG. 2 OF 3 HAND RAIL POST INSTALLATION DETAIL N.T.S. 2'x6' PRESSURE TREATED WOOD , @ 0.60 SATURATION • i HANDRAIL (CAP ENDS) l I —1 h' SCH. 40 GALVANIZED CIRCULAR PIPE. 111•1111F RILL # ��.P7 7•� GAL VAN D BRACKET 4111P" I` 1. ' (SUBMIT SHOP DRAWINGS) N I`, ' GALVANIZED cf- STEEL SELF i TAPING SCREWS ro cO 2'x6 ' PRESSURE TREATED i 'x 3 ' WOOD @ 0,60 SATURATION GALVANIZED SCREWS 1 ri HAND RAIL BRACKET DETAIL FOR i F lY i � N.T.S r' .1 AND BRIDGE 2 0 HOLE 9 4'x4' PRESSURE TREATED WOOD @ 0.60 SATURATION @ 4' O.C. (.L — — 2'x 6' SURFACE DECK i 1 xi 3 l _ ' . � ''""�- 4'x4' SUB DECKING FLOORING . I 1 (LAMINATE) rNj 3-1/2'ø x 10' HOT DIPPED GALVANIZED BOLTS, NUTS AND WASHERS. (BOTH ENDS) •t-i-,,-- r,, ..., (UTILIZE EXISTING BOLT HOLES) r- -1 EXISTING STRINGERS r r j (3 'x 22') I 2'x6' TOP I, SIDE BOARDS ;'ox 3 h' GALVANIZED SCREWS '-) 4'x 4' PRESSURE prillpil0 0 Pw.IIII TREATED WOOD POST IELJ s 2 0 _J A\ .1 :.llllll,..... 0 _ to X 3 k GALVANIZED n i I SCREWS III 1 i s .I r1 JIi U 2-}'Ax 3-h' GALVANIZED Zi . r SCREWS 0 C%— "I' 1 6'0 SCH. 40 DIP Q IlkGALVANIZED In 0._ ■ CIRCULAR PIPE (i) 4'x4' PRESSURE TREATED y' WOOD POST REV. DATE DESCRIPTION DWG. APPR. REPAIR 2 BRIDGES AT BABE ZAHARIAS NOTE: GOLF COURSE EXPANSION JOINT OR SPLICE JOINT WILL BE HAND RAIL POST INSTALLATION SITUATED 10" TO 12" MAX CENTERLINE OF DETAIL POST SPACING. CITY OF PORT ARTHUR, TEXAS ENGINEERING DIVISION DRAWN A. ALFRED SCALE NOT TO SCALE CHECKED A.GUTIERREZ APPROVED 0.GUTIERREZ -_ DATE 2/20/2017 DWG. 3 OF 3