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HomeMy WebLinkAbout04/15/1997, C-9 - JENNIFER STREET BICYCLE AND PEDESTRIAN BRIDGE SPECIFICATION NO. 94-03B (400.9093) council "'"'�pnl 15, 1997 j acEnaa REpoat h®N". r C I T Y OF SAN L U IS O B I S P 0 FROM: Michael McCluskey,Public Works Director Prepared By: Bridget Fraser,Engineering Assistant 411 K SUBJECT: Jennifer Street Bicycle and Pedestrian Bridge Specification No.94-03B (400.9093) CAO RECOMMENDATION Award a contract to Nick E. Pokrajac, Inc. of Templeton in the amount of$1,067,216.76 (Base Bid plus Alternates) for "Jennifer Street Bicycle and Pedestrian Bridge,SpecificationNo. 94-03B". DISCUSSION On July 16 1996 Council approved the plans and specifications and authorized staff to advertise the project as soon as an agreement was reached with the Railroad. After spending six months working with Southern Pacific Railroad to resolve the relocation of their signal wires,the project was advertised on February 22, 1997. Bids were opened on March 27, 1997 with the low bidder being Nick Pokrajac, Inc. of Templeton, with a base bid of$1,016,791.80. This is within 10%of the Engineers Estimate of$925,000. See attached bid summary. Per recommendations by the Cultural Heritage Committee and the Architectural Review Commission, the bid documents included bid alternates to provide stairways on each end of the bridge in addition to the ramps required for disabled and bicycle accessibility. Staff recommends that a contract be awarded including the alternate stairways. Due to the length of ramps required to gain access to the bridge (over 400' on Osos Street side and 170' on Jennifer Street side), it would be more convenient for non-handicapped pedestrians to use the stairs. During the bid period, Nick Pokrajac submitted a request for change to the specifications to allow a local steel fabricator and design engineer to design and fabricate the bridge as opposed to a pre-fab bridge manufacturer such as Continental or Steadfast Bridges. After reviewing his request with the City's bridge consultant,the City determined that it would not be in our best interest to allow a change in the specifications.This decision was based primarily on the fact that from the time this project was conceived it was assumed that it would be an "off-the-shelf" prefabricated bridge. Changing the specifications would cause delays, increase consultant fees and staff time. Based on this, the request was denied. CONCURRENCES In August 1994 a neighborhood meeting was conducted to gather comments about the project and preferences for the bridge location. Based on a survey conducted as part of this meeting, a majority of the participants concurred with staffs recommendation for the bridge location at Jennifer Street as opposed to Swazey, Henry or Penny Lane. Council Agenda Report-Jennifer Street Bicycle and Pedestrian Bridge;No.94-03B Page 2 On December 13, 1994,the City Council supported a staff and Bicycle Committee recommendation to establish the Bicycle Committee bridge alignment that directly connects Jennifer Street with Osos Street. Following this Council action, conceptual plans were prepared and reviewed by the Cultural Heritage Committee on March 27, 1995. The Architectural Review Commission granted final approval to the conceptual plans on May 15, 1995. Community Development Department has determined that this project will not cause significant harm to the environment and has filed a mitigated negative declaration of environmental impact. The California Public Utilities Commission approved the City's application for this project on June 6, 1996. The City Attorney's Office concurs with award to the low bidder. FISCAL IMPACT This project was approved in the 1993/95 Financial Plan (see pages E-7 and E-19)and the 1995/97 Financial Plan(see page E-8 and Appendix B, pages 91-92). Project Revenues: Amount Year Appropriated Study and Design: State Proposition 116 Grant $20,000 1993/94 General Fund 46,000 1995/96 General Fund 34,000 1995/96 $100,000 Construction: State Proposition 116 Grant $380,000 1993/94 General Fund 182,000 1996/97 Transportation Impact Fund 278,000 1996/97 State Proposition 116 Grant 89,538 NEW Regional SHA/STP Grant 248,500 NEW $1,178,038 Total Sources Available $1,278,038 Project Outlays: Study and Design Engineering Design(actual) $80,316 Archaeological Survey(actual) 425 PUC Application Review(actual) 1,193 Blueprinting (actual) 538 Miscellaneous (actual) 48 $82,520 Construction Base Bid(actual) $1,016,792 Bid Alternate -Osos St. Stairway 33,220 Bid Alternate -Jennifer St. Stairway 17,205 Contingencies at 6% 64,901 SPRR Signal Wire Undergrounding(estimated)13,000 1,145,118 Council Agenda Report-Jennifer Street Bicycle and Pedestrian Bridge;No.94-03B Page 3 Construction Management Bid Assistance (estimated) $1,900 Engineering Consultation(estimated) 8,700 Construction Staking (estimated) 3,000 SPRR Inspection& Flagging (estimated) 30,000 Archaeological Monitoring(estimated) 800 Special Inspection and Testing (estimated) 6,000 50,400 Total estimated outlays 1,278,038 ALTERNATIVES 1. Construct the project with no stairs on either side of the bridge. Compared to staffs recommendation, this option would reduce the project's cost by $50,425. This would then be available,if needed,for additional contingencies. 2. Construct the project with stairs on just the Osos Street side of the bridge. Compared to staff's recommendation,this option would decrease the project's cost by $17,205 and increase available construction contingencies to $82,106(7.9%). Attachments 1. Bid Summary 2. Bridge Elevations Original Construction Agreement available in Council Reading file. g:\bridges\jennifeA9403b award construction-cc report.doc April 7, 1997 C'-9.3 I u z� n Ei�>• i a� u� � e�JJISJ 2 YY J y w Z Z O u O 0 ffl �F w fA O mI �44 U 8 � Nxw : l E U o^ U w = 4 q 00 W Z< e 1' U ❑ QC a - LI) Nm CO LU C.5 2 a Ix H i LuX. g J U Z W I V I r a � � LTi I - M1 q8 w1 _� I u -I: .e-,C I o :T1.11 I i a k� I z -I1� II1iIP i R a i 6 11. 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Pokraiac,Inc, hereinafter called the Contractor. WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1,SCOPE OF WORK: The Contractor shall perform everything required to be performed,shall provide and furnish all of the labor,materials,necessary tools,expendable equipment,and all utility and transportation services required to complete all the work of construction of Jennifer Street Bicycle And Pedestrian Bridge,Specification Number 94-03B in strict accordance with the plans and specifications therefor,including any and all Addenda,adopted by the Owner,in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor,materials,tools,equipment,and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item Item Unit of Estimate Item Price Total No. Measure d (in figures) (in figures) Quantity 1 Demolition L.S. 1 11770.00 $11,770.00 2 Earthwork L.S. 1 21793.00 $21,793.00 31 Mobilization L.S. 1 39428.00 $39,428.00 4 Class 3 Aggregate Base Tons 25 18.28 $457.00 5 . Asphalt Concrete Tons 275 45.80 $12,595.00 6 Slurry Seal S.F. 15,500 0.07 $1,085.00 7 Decomposed Granite C.Y. 35 47.20 $1,652.00 8 Redwood Header L.F. 270 4.00 $1,080.00 91 Striping and Pavement Markings L.S. 1 1 622.00 $622.00 10 Wheel Stops Each 26 —30.00 $780.00 11 Signs Each 4 214.50 $858.00 12 Sidewalk S.F. 2200 1.89 $4,158.00 13 Cut Off Wall(walkway @ west edge L.F. 60 25.30 $1,518.00 parking lot) 141 Curb L.F. 1 720 19.60 $14,112.00 15 Curb and Gutter L.F. 135 19.00 $2,565.00 16 Concrete Curb Ramps-Handicap S.F. 162 12.00 $1,944.00 17 Underdrain for Asphalt Handicap L.S. 1 1236.00 $1,236.00 Parking Ramp - 1 - aI" 1 18 Driveway Ramp-Extension S.F. 57 7.00 $399.00 19 Driveway Slab S.F. 288 5.00 $1,44 20 Bollards Each 3 436.00 $1,308.-,,, 21 Pipe Handrail (along walkway at west L.F. 40 49.00 $1,960.00 edge of parking lot) 221 Bridge, Ramps, Support Towers L.S. 1 719640.00 $719,640.00 23 Concrete Pile Caps/Spread Footings C.Y. 128 375.00 $48,000.00 24 Concrete Approach Ramp C.Y. 38 334.00 $12,692.00 25 16" Cast-in-Drilled-Hole Concrete L.F. 300 66.90 $20,070.00 Piling 26 Light Weight Concrete Bridge and C.Y. 137 138.00 $18,906.00 Ramp Deck 27 Electrical Service/Meter Pedestal L.S. 1 2187.00 $2,187.00 28 Bridge&Ramp Lights Each 29 616.00 $17,864.00 29 Walkway Light Each 1 1634.00 $1,634.00 30 Street Light Relocation L.S. 1 1257.00 $1,257.00 31 Adjust Ex. Sewer Manhole to Grade Each 1 1 525.00 $525.00 321 Install New Sewer Manhole Each 1 3192.00 $3,192.00 33 8" PVC Sewer Line L.F. 64 39.50 $2,528.00 34 Tie-in to Existing Sewer MH/Modify L.S. 1 845.00 $845.00 Base/Inverts 35 Catch Basin- 7' Each 3 3117.00 $9,351.00 36 Catch Basin- 3.5' Each 1 1 2783.00 $2,783.00 37 I8" HDPE Storm Drain L.F. 112 40.00 $4,480 fnil 38 18" RCP Storm Drain L.F. 2 115.00 $21 39 Tie in 18" RCP to Ex. 18" RCP L.S. 1 196.00 $196.00 40 Tie in 18" HDPE to Ex.Junction Box L.S. 1 368.00 $368.00 41 Drainage Inlet w/grate Each 2 224.50 $449.00 42 6"PVC Storm Drain L.F. 20 54.05 $1,081.00 431 Tie-in 6"PVC to Ex. 24" Storm Drain L.S. 2 207.00 $414.00 44 Raise Ex. Water Valve to Grade Each 1 115.00 $115.00 45 New Water Service/Meter/Tie-in L.S. 1 805.00 $805.00 46 3/4" Backflow Device/Enclosure Each 1 1063.00 $1,063.00 47 3/4" Pressure Regulator Each 1 85.00 $85.00 48 3/4" Plastic Filter Each 1 44.00 $44.00 491 Relocate Existing Control Valve Each 3 115.00 $345.00 50 Install New Battery-Operated Control Each 1 114.00 $114.00 Valve 51 Mainline(all sizes) L.F. 170 2.20 $374.00 52 Lateral line(all sizes) L.F. 350 1.42 $497.00 53 Sleeving(all sizes) L.F. 85 3.00 $255.00 541 Relocate Existing Spray Heads Each 16 15.00 $240.00 55 Quick coupler Each 4 106.75 $427.00 56 Drip Irrigation . SF 15,260 0.08 $1,220.80 57 Palms Each 4 632.50 $2,530.00 58 Trees- 15 gallon Each 19 116.00 $2,204.00 59 Shrubs/Vines- 5 gallon Each 41 19.00 $77' 601 Shrubs- 1 Gallon Each 1981 6.00 $1,188.„ 611 Ground cover- 4" Pots Each 3021 3.00 $906.0011 -2- 62 Soil Conditioning&Finish Grading SF 17,200 0.20 $3,440.00 63 2" Bark Mulch C.Y. 125 46.20 $5,775.00 64 Import Top Soil C.Y. 106 23.00 $2,438.00 65 Maintenance Period-3 Months. Monthl 3 165.00 $495.00 V TOTAL BASE BID: $1,016,791.80 Alternate 1(Additive) Osos Stairs 11 A1.11 Stairs and Stair Supports. L.S. 11 24,790.00 $24,790.00 11 A1.21 Concrete Foundations for Stairs C.Y. 231 366.52 $8,429.96 TOTAL ALTERNATE 1: $33,219.96 Alternate 2(Additive)Jennifer Stairs A2.11 Stairs and Stair Supports. L.S. 1 13,545.00 $13,545.00 A2.21 Concrete Foundations for Stairs C.Y. 12 305.001 $3.660.0011 TOTAL ALTERNATE 2: $17,205.00 TOTAL BID S 1.067.167.00 Payments are to be made to the Contractor in accordance with and subject to the provisions embodied in the documents made a part of this Contract: Should any dispute arise respecting the true value of any work omitted,or of any extra work which the Contractor may be required to do,or respecting the size of any payment to the Contractor,during the performance of this Contract,said dispute shall be decided by the Owner and its decision shall be final,and conclusive. ARTICLE in,COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereofas if herein set out in full,if not attached,as if hereto attached: 1. Notice to Contractors and information for bidders. 2. Contract General Conditions and Technical Specifications. 3. Accepted Proposal. 4. Public Contract code Section 10285.1 Statement and 10162 Questionnaire. 5. Noncollusion Declaration. 6. Plans. 7. List of Subcontractors. 8. Agreement and Bonds. 9. Insurance Requirements and Forms. -3 - ARTICLE IV. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid or proposal of said Contractor,then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. IN WITNESS WHEREOF,the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO, A Municipal Corporation City Administrative Officer APPROVED AS TO FORM: CONTRACTOR City Attorney Nick E.Pokrajac,Inc. -4-