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Home My WebLink About14 - BA-071 - Jamboree-Eastbluff Intersection ImprovementsMay 24, 1999 CITY COUNCIL AGENDA ITEM NO. 14 TO: Mayor and Members of the City Council FROM: Public Works Department SUBJECT: JAMBOREE ROAD /EASTBLUFF DRIVE INTERSECTION IMPROVEMENTS - AWARD OF CONTRACT NO. 3202 B RECOMMENDATIONS: 1. Approve the Plans and Specifications. 2. Award Contract No. 3202B to Peterson -Chase General Engineering Construction, Inc. for the Total Bid Price of $1,013,906.00, and authorize the Mayor and the City Clerk to execute the contract. 3. Establish an amount of $101,000.00 to cover the cost of unforeseen work. 4. Approve a budget amendment appropriating $614,906.00 to Account No. 7261 - 05200473 from the unappropriated Circulation and Transportation Fund Reserves. 5. Approve a budget amendment appropriating $50,000.00 to Contributions Fund, Account No. 7251- C5200473. DISCUSSION: At 11:00 A.M on May 13, 1999, the City Clerk opened and read the following bids for this project: BIDDER Low MJ Contractor 2 Peterson -Chase 3 Beador Construction Company 4 GCI Construction Company 5 Griffith Company 6 KEC Engineering 7 Shawnan TOTAL BID AMOUNT $817,770.00 $1,014,206.00 $1,059,799.00 $1,060,364.90 $1,134,738.50 $1,191,644.00 $1,259,801.00 "Corrected Bid Amount is $ 1,013,906.00 The low bidder, MJ Contractor, submitted written notice on May 14, 1999, asking the City to withdraw their bid proposal because of a bid mistake. The contractor specified in the notice in detail how the mistake occurred, and the mistake made the bid materially different than they intended it to be. The mistake was made in filling out the bid and not due to error in judgment or to carelessness in inspecting the site of the work, or in reading the plans or SUBJECT: Jamboree Road/Eastbluff Drive Intersection Improvements -Award Of Contract No. 3202 B May 24, 1999 Page: 2 specifications. With the bid from MJ Contractor withdrawn, the low bidder becomes Peterson - Chase. Peterson -Chase possesses a General Engineering Contractor "A" license as required by the project specifications. Peterson -Chase has satisfactorily completed similar projects. The Jamboree Road /Eastbluff Drive intersection improvements include the construction of a free right -turn lane from eastbound Eastbluff Drive to southbound Jamboree Road. A free right -turn lane allows traffic to complete a right turn without stopping. The intersection of Jamboree Road and Eastbluff Drive /Ford Road is one of the busiest in the City, especially in the morning peak hour when commuter traffic and school traffic from Corona del Mar High School coincide. At peak hours, traffic backs up along eastbound Eastbluff Drive, in part, because cars are restricted from turning right on a red light. The construction of the free right turn lane will improve the level of service and the operation of the intersection. Construction of the project improvements will affect two adjacent properties, the St. Mark Presbyterian Church and the apartments located just south of the church. During the design process, numerous meetings were held with representatives of both the St. Mark Presbyterian Church and the apartment owners to address their questions and concerns. The church and apartment properties are situated approximately 10 to 15 feet higher than Jamboree Road. The existing slope adjacent to Jamboree Road is steep, has eroded, and shows signs of instability. Because of the slope height, and in an effort to minimize extensive slope excavation, a complex retaining wall system including cantilever and tieback walls was chosen as the preferred retaining wall design. The finished face of the new retaining wall adjacent to the sidewalk will be architecturally treated in a 'random river rock" pattern. The river rock color will be a mix of bronze, amber, green, and terracotta. Extensive landscaping and irrigation improvements are also planned for the project. In exchange for the slope repair, retaining wall, and landscaping improvements, St. Mark Presbyterian Church and the apartment owners have both agreed to dedicate the needed right -of -way for the project to the City. The total bid amount is 51% above the Engineer's Estimate of $670,580.00. The reasons for the higher than expected bids on this project are varied. The construction of the complex retaining wall system requires specialized subcontractors to construct the structural tiebacks and the soldier pile wall. A review of the bid summary would show that the costs involved in the construction of these specialized items were the primary difference between the engineers estimate and the bid amount. Also, the costs associated with the 'river rock" facing of the wall were also higher than projected. This type of architecturally treated wall is unique and certainly atypical of the majority of retaining walls constructed. With so few of this type of wall constructed, it is difficult to estimate the construction cost in today's fluid competitive bid environment. Excluding the bid that was withdrawn, the next 5 bids came in within 15% of each other. This indicates that the prices bid for the project are very competitive and that rebidding will not change the price significantly. Funding for the project will come primarily from the Circulation and Transportation Fund Account No. 7261- C5200473. An Agreement also exists between the City, The Irvine Company, and Barry Eaton, President of the Eastbluff Homeowners Association, with regards to funding for this project. The Irvine Company will contribute to the City an amount of SUBJECT: Jamboree Road/Eastbluff Drive Intersection Improvements -Award Of Contract No. 3202 B May 24, 1999 Page: 3 • between $50,000 and $100,000.00 for the design and construction of this project. This is based on a Fair Share contribution for the Bonita Canyon development. The fair share has not been determined and their contribution will be adjusted if necessary. 0 In the current budget, $450,000.00 remains for the construction of this project. With the estimated contribution of $50,000.00 from The Irvine Company, a budget amendment will be needed to appropriate $614,906.00 to Account No. 7261- C5200473 from the unappropriated Circulation and Transportation Fund Reserves and $50,000.00 to the Contributions Fund, Account No. 7251- C5200473. It is recommended that this project be awarded. This is one of the busiest intersections in the community during peak hours. The addition of the right turn lane will help ease the congestion and has a high priority for improving the flow of traffic leaving the high school area. Because of the right -of -way and hillside constraints this is a very expensive project and there are no improvements that can be made easily. This project has a high priority among intersection improvements that can be made at this time. Respectfully submitted, PUBLIC WORKS DEPARTMENT Don Webb, Director Antony Brine, .E`.' Senior Civil Engineer Attachments: Project Location Map Bid Summary Letter dated May 17, 1999 F:\Users\PBW\ Shared\ COUNCIL\FY98- 991May- 24\Jamboree- Eastbluff C-3202B.doc JAMBOREE ROAD /EASTBLUFF DRIVE INTERSECTION IMPROVEMENT TITLE: Jamboree ENGINEER'S ESTIMATE: PROJECT MANAGER: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Drive Intersection Improvement BID LOCATION: City Clerk's Office 32o2 (B) DATE: 5113199 TIME: 11:00 $670,580.00 BY: Mary Locey CHECKED: Tony Brine f ' %user6lpbMsharedlcontract%81Bid Summary C -3202 B.As En ineer's Estimate MJ Contractor ITEM DESCRIPTION QUANTITY UNIT AMOUNT UNIT AMOUNT 1 Mobilzation 1 LS $15,000.00 $15,000.00 $50,000.00 $50,000.00 2 Traffic Handling (Stages 1 8 2) 1 LS $15,000.001 $15,000.00 $50,000.001 $50,000.00 3 Clearing R Grubbing 1 LS $3,000.001 $3,000.00 $10.000.00 $10,000.00 4 Remove Retaining Curb 490 LF $3.00 $1,470.00 $10.00 $4,900.00 5 Remove Retaining Wall 110 LF $30.00 $3,300.00 $35.00 $3,850.00 6 Remove Bus Stop/Bench 1 LS $600.00 $600.001 $300.00 $300.00 7 Remove Trees 21 EA $400.00 $8,400.00 $350.00 $7,350.00 8 Unclassified Excavation 730 CY $25.00 $18,250.00 $35.00 $25,550.00 9 Raw Slope Excavation 800 CY $5.00 $4,000.00 $35.00 $28,000.00 10 Raw Slope Fill 400 CY $2.00 $800.00 $50.00 $20,000.00 11 Construct Crushed Miscellaneous Base 333 CY $25.00 $8,325.00 $35.00 $11,655.00 12 Construct Asphalt Concrete Base Course 300 TN $40.00 $12,000.00 $60.00 $18,000.00 13 Construct 2" Asphalt Concrete Finish Course/Overlay 115 TN $42.00 $4,830.00 $85.00 $9,775.00 14 Cold Plane AC Pavement (2" Nominal) 2,200 SF $2.00 $4,400.00 $5.00 $11,000.00 15 Construct 8' PCC Curb 8 Gutter Type A 590 LF $15.00 $8,850.00 $25.00 $14,750.00 16 Construct 6" PCC Curb Type B 115 LF $10.00 $1,150.00 $22.00 $2,530.00 " PCC Sidewalk 5,620 SF $3.75 $21,075.00 $3.50 $19, 670.00 " Pattern Stamped Concrete 160 SF $7.00 $1,120.00 $5.00 $800.00 PCC Curb Access Ramp nConsstNcctttt 460 SF $6.00 $2,760.00 $5.50 $2,530.00 PCC Wall Gutter 520 LF $2.00 $1,040.00 $20.00 $10,400.00 11111[ PCC Rat Wall (H =6' 311 LF $144.00 $44,784.00 $90.00 $27,990.00 22 Construct PCC Rat Wall (H= 6'.2:1) 205 LF $150.00 $30,750.00 $90.00 $18,450.00 23 Construct PCC Rat Wall (H =8') 4 LF $280.00 $1.120.00 $90.00 $360.00 24 Construct PCC Ret Wall (H =10') 75 LF $300.00 $22,500.00 $90.00 $6,750.00 25 Fumish /Insiali W14x82 Soldier Piles 540 LF $70.00 $37,800.00 $75.00 $40,500.00 26 Fumish /Install W74x615oldier Piles 81 LF $51.00 $4,131.00 $75.00 $6,075.00 27 Fumish8nstall W12x50 Soldier Piles 352 $42.00 $14,754.00 $60.00 $21,120.00 28 Construct Tieback/Anchor System 34 $1,800.00 $61,200.00 $2,000.00 $68,000.00 29 Construct Concrete Encasement for Soldier Piles 74 $50.00 $3,700.00 $275.00 $20.350.00 30 Construct Cement Slurry For Soldier Piles 103 ILAF $50.00 $5,150.00 $275.00 $28,325.00 31 Fumish /Install Wood Lagging 3,500 $10.00 $35,000.00 $10.00 $35,000.00 32 Construct Structural Concrete Facing 95 $350.00 $33,250.00 $350.00 $33,250.00 33 Construct Cable Railing w /Black Vinyl Coating 798 $15.00 $11,970.00 $15.00 $11,970.00 34 Construct 5' CL Fence w/Black Vinyl Coating 270 $20.00 $5,400.00 $25.00 $6,750.00 35 1 Construct Anodized Aluminum Railing 98 LF $50.00 $4,900.00 $200.00 $19,600.00 36 Construct Gravel B Redwood Header Improvement 116 LF $10.00 $1,160.00 $20.00 $2,320.00 37 Construct Drainage System Improvement 1 LS $2,100.00 $2,100.00 $15,000.00 $15,000.00 38 Relocate Air/Vacuum Release Assembly i FA $2,500.00 $2,500.00 $3,000.00 $3,000.00 39 Relocate Fire Hydrant 1 FA $2,500.00 $2,500.001 $5,000.00 $5.000.00 40 Relocate Signal and St Lighting Pull Boxes 7 FA $500.00 $3,500.001 $200.00 $1,400.00 41 Relocate Cathodic Protection Test Station 3 FA $350.00 $1,050.00 $2,000.00 $6,000.00 42 Adjust Water Valve to Grade 1 FA $500.00 $500.00 $500.001 $500.00 43 Relocate Interfering Sewer Lateral and Reconnect 1 FA $1,500.00 $1,500.00 $7,000.001 $7,000.00 44 Install Stage 1 Terre Traffic Signal System 1 LS $2,500.00 $2,500.00 $18,000.00 $18,000.00 45 Install Stage 2 Temp Traffic Signal System 1 LS $2,500.00 $2,500.00 $34,000.00 $34,000.00 46 Install Permanent Traffic Signal Modifications 1 LS $50,000.00 $50,000.00 $25,000.00 $25,000.00 Aift 47 Install Signing and Striping 1 LS $5,000.00 $5.000.00 $10,000100 $10,000.00 48 Landscaping and Irrigation 1 LS $82,000.001 $82,000.00 $40,000.00 $40,000.00 49 60 Day Plant Estabishment 1 1 LS $1,000.00 $1,000,001 $5.1100.00 $5,000.00 [Contingency 60.961.00 `Corrected Bid AmoUnt EE 1 670,580.00 LOW 817,770.00 f ' %user6lpbMsharedlcontract%81Bid Summary C -3202 B.As TITLE: Jamboree Road /Eastbluff Drive Intersection Improvement CONTRACT NO.: 3202 (B) ENGINEER'S ESTIMATE: $670,580.00 PROJECT MANAGER: Tony Brine f :\umm\pbw%hared\contract \98\Bid Summary C -3202 B.xls 0 Peterson -Chase Beador Construction Company ITEM DESCRIPTION IQUANTITY UNIT AMOUNT UNIT AMOUNT 1 Mobilzation 1 LS $97,000.00 $97,000.00 $19,723.00 $19,723.00 2 Traffic Handling (Stages 1 & 2) 1 LS $34,000.001 $34,000.00 $50,000.00 $50,000.00 3 Clearing & Grubbing 1 LS $10,000.00 $10,000.00 $10,000.00 $10,000.00 4 Remove Retaining Curb 490 LF $8.00 $3,920.00 $10.00 $4,900.00 5 Remove Retaining Wall 110 LF $30.001 $3,300.00 $15.00 $1,650.00 6 Remove Bus Stop/Bench 1 LS $200.00 $200.001 $250.00 $250.00 7 Remcwe Trees 21 FA $300.00 $6,300.00 $200.00 $4,200.00 8 Unclassified Excavation 730 CY $30.00 $21,900.00 $20.001 $14,600.00 9 Raw Slope Excavation 800 CY $20.00 $16,000.00 $45.00 $36,000.00 10 Raw Slope Fill 400 CY $50.00 $20,000.00 $50.00 $20,000.00 11 Construct Crushed Miscellaneous Base 333 CY $40.00 $13,320.00 $62.00 $20,646.00 12 Construct Asphalt Concrete Base Course 300 IN $50.00 $15,000.00 $50.00 $15,000.00 13 Construct 2" Asphalt Concrete Finish Course/Overlay 115 TN $50.00 $5,750.00 $55.00 $6,325.00 14 Cold Plane AC Pavement IT Nominal) 2,200 1 SF $2.001 $4,400.00 $2.00 $4,400.00 15 Construct 8" PCC Curb & Gutter Type A 590 LF $20.00 $11,800.00 $20.00 $11,800.00 16 Construct 6" PCC Curb Type B 115 LF $18.00 $2,070.00 $50.00 $5,750.00 17 Construct 4" PCC Sidewalk 5,620 SF $4.00 $22,480.00 $1.50 $8,430.00 18 Construct 4' Pattern Stamped Concrete 160 SF $20.00 $3,200.00 $20.00 $3,200.00 19 Construct PCC Curb Access Ramp 460 SF $8.00 $3,680.00 $7.00 $3,220.00 20 Construct PCC Wall Gutter 520 1 162!20 $6,240.00 $14.00 $7,280.00 21 Construct PCC Rat Wall (H =6') 311 LF $280.00 $87,080.00 $350.00 $108,850.00 22 Construct PCC Rat Wall (H= 6',2:1) 205 LF $280.00 $57,400.00 $350.00 $71,750.00 23 Construct PCC Rat Wall (H =8') 4 LF $300.00 $1,200.00 $650.00 $2,600.00 24 lConstruct PCC Rat Wall (H =10') 75 LF $300.00 $22,500.00 $650.00 $48,750.00 25 Fumistuinstall W 14x82 Soldier Piles 540 LF $82.00 $44,280.00 $90.00 $48,600.00 26 Fumish /Install W14x61 Soldier Piles 81 LF $90.00 $7,290.00 $90.00 $7,290.00 27 Fumish/ install W 12x50 Soldier Piles 352 LF $86.00 $30,272.00 $90.00 $31,680.00 28 Construct Tieback/Anchor System 34 FA $1,800.00 $61,200.00 $11500.00 $51,000.00 29 Construct Concrete Encasement for Soldier Piles 74 CY $140.00 $10,360.00 $425.00 $31,450.00 30 Construct Cement Slurry For Soldier Piles 103 CY $120.00 $12,360.00 $360.00 $37,080.00 31 Fumish/Install Wood Lagging 3,500 SF $20.00 $70,000.00 $17.501 $61,250.00 32 Construct Structural Concrete Facing 95 CY $770.00 $73,150.00 $800.001 $76,000.00 33 Construct Cable Railing w/Black Vinyl Coating 798 CY $9.00 $7,182.00 $7.50 $5,985.00 34 Construct 5' CL Fence w/Black Vinyl Coating 270 LF $18.50 $4,995.00 $26.00 $7,020.00 35 Construct Anodized Aluminum Railing 98 LF $160.00 $15,680.00 $150.00 $14,700.00 36 Construct Gravel & Redwood Header Improvement 116 LF $17.00 $1,972.00 $20.00 $2,320.00 37 Construct Drainage System Improvement 1 LS $5,000.00 $5,000.00 $17,500.00 $17,500.00 38 Relocate AirfVacuum Release Assembly 1 FA $3,000.00 $3,000.00 $2,500.00 $2,500.00 39 Relocate Fire Hydrant 1 FA $2,500.00 $2,500.00 $3,500.00 $3,500.00 40 Relocate Signal and St Lighting Pull Boxes 7 FA $275.00 $1,925.00 $300.00 $2,100.00 41 lRelocate Cathodic Protection Test Station 3 FA $2,500.00 $7,500.00 $4,000.00 $12,000.00 42 Adjust Water Valve to Grade 1 FA $2,500.00 $2,500.00 $500.00 $500.00 43 Relocate Interfering Sewer Lateral and Reconnect 1 FA $3,000.00 $3,000.00 $3,500.00 $3,500.00 44 Install Stage 1 Temp Traffic Signal System 1 LS $21,000.00 $21,000.00 $20,000.001 $20,000.00 45 Install Stage 2 Temp Traffic Signal System 1 LS $30,000.00 $30,000.00 $33,500.001 $33,500.00 46 Install Permanent Traffic Signal Modifications 1 LS $41, 000.00 $41,000.00 $40,000,001 $40,000.00 47 Install Signing and Striping 1 LS $8,500.00 $8,500.00 $6,000.00 $6,000.00 48 Landscaping and Irrigation 1 LS $78,000.00 $78,000.00 $50,000.00 $50.000.00 49 60 Day Plant Estabishment 1 LS $2,500.00 $2,500.00 $15,000.00 $15,0110.00 Contngen Corrected Bid Amount 2ND*- 1,013,906.00 3RD 1,059,799.00 f :\umm\pbw%hared\contract \98\Bid Summary C -3202 B.xls 0 0 0 TITLE: Jamboree Road /Eastbluff Drive Intersection Improvement CONTRACT NO.: 3202 (B) ENGINEER'S ESTIMATE: 5670,580.00 PROJECT MANAGER: Tony Brine f: \us m\pbvAshared\Contmct\98\Bid Summary 0-3202 B.xls GCI Construction Company Griffith Compan ITEM DESCRIPTION QUANTITY I UNIT I AMOUNT UNIT I AMOUNT 1 IMobilzation 1 1 LS 1 $40,000.001 $40,000.00 $95,000.001 $95,000.00 2 1 Traffic Handling (Stages 1 & 2) 1 LS 1 $30,000.001 $30,000.00 $6,500.001 $6,500.00 3 Cleann9 &Grubbing 1 LS 1 $20,000.001 $20,000.00 $10,000.00 $10.000.00 4 Remove Retaining Curb 490 LF $7.001 $3,430.00 $14.00 $6,660.00 5 Remove Retaining Wall 110 LF $14.00 $1,540.00 $100.00 $11,000.00 6 Remove Bus Stop /Bench 1 LS $400.00 $400.00 $500.00 $500.00 7 Remove Trees 21 EA $500.00 $10,500.00 $200.00 $4,200.00 8 Unclassified Excavation 730 CY $28.001 $20,440.00 $43.00 $31,390.00 9 Raw Slope Excavation 800 CY $25.00 $20,000.00 $5.00 $4,000.00 10 Raw Slope Fill 400 CY $30.00 $12,000.00 $90.00 $36,000.00 11 Construct Crushed Miscellaneous Base 333 CY $31.30 $10,422.90 $44.00 $14,652.00 12 Construct Asphalt Concrete Base Course 300 TN $48.00 $14,400.00 $43.00 $12,900.00 13 Construct 2" Asphalt Concrete Finish Course /Overlay 115 TN $69.00 $7,935.00 $43.00 $4,945.00 14 Cold Plane AC Pavement (2" Nominal) 2,200 SF $0.70 $1,540.00 $2.00 $4,400.00 15 Construct 8" PCC Curb & Gutter Type A 590 LF $16.60 $9,794.00 $17.00 $10,030.00 16 Construct 6" PCC Curb Type B 115 LF $12.40 $1,426.00 $20.00 $2,300.00 17 Construct 4" PCC Sidewalk 5,620 SF $2.75 $15,455.00 $2.65 $14,893.00 18 Construct 4' Pattern Stamped Concrete 160 SF $8.50 $1.360.001 $12.00 $1,920.00 19 Construct PCC Curb Access Ramp 460 SF $1.75 $805.00 $5.00 $2,300.00 20 Construct PCC Wall Gutter 520 LF $17.30 $8,996.00 $15.00 $7,800.00 21 lConstruct PCC Ret Wall (H =6') 311 LF $400.00 $124,400.00 $500.00 $155,500.00 22 Construct PCC Ret Wall (H= 6',2:1) 205 LF $400.00 $82,000.00 $515.00 $105,575.00 23 Construct PCC Ret Wall (H =8') 4 LF $1,040.00 $4,160.00 $1,000.00 $4,000.00 24 Construct PCC Ret Wall (H =10') 75 LF $1,000.00 $75,000.00 $950.00 $71,250.0 ) 25 Furnish/Install W 14x82 Soldier Piles 540 LF $120.00 $64,800.00 $69.00 $37,260.00 26 Fumish/Install W1 4x61 Soldier Piles 81 LF $125.00 $10,125.00 $50.00 $4,050.00 27 Fumish /Install W1 WO Soldier Piles 352 LF $120.00 $42,240.001 $41.00 $14,432A0 28 Construct Tieback/Anchor System 34 EA $1,500.00 $51,000.00 $2,125.00 $72,250.00 29 Construct Concrete Encasement for Soldier Piles 74 CY WOW $29,600.00 $270.00 $19,980.00 30 Construct Cement Slurry For Soldier Piles 103 CY $350.00 $36,050.00 $270.00 $27,810.00 31 Fumish/Install Wood Lagging 3,500 SF $13.00 $45,500.00 $14.00 $49,000.00 32 Construct Structural Concrete Facing 95 CY $700.00 $66,500.00 $750.00 $71,250.00 33 Construct Cable Railing wBlack Vinyl Coating 798 CY $7.00 $5,586.00 $7.25 $5,785.50 34 Construct 5' CL Fence wBlack Vinyl Coating 270 LF $18.00 $4,860.00 $18.00 $4,860.00 35 Construct Anodized Aluminum Railing 98 LF $170.00 $16,660.00 $170.00 $16,660.00 36 Construct Gravel & Redwood Header Improvement 116 LF $10.00 $1,160.00 $21.00 $2,436.00 37 Construct Drainage System Improvement 1 LS $3,000.00 $3,000.00 $9.000.00 $9,000.00 38 Relocate AirfVacuum Release Assembly 1 EA $1,500.00 $1.500.00 $2,700.00 $2,700.00 39 Relocate Fire Hydrant 1 EA $1,500.00 $1,500.00 $2,700.001 $2,700.00 40 Relocate Signal and St Lighting Pull Boxes 7 EA $100.00 $700.00 $100.00 $700.00 41 Relocate Cathodic Protection Test Station 3 EA $210.00 $630.00 $1,100.00 $3,300.00 42 Adjust Water Valve to Grade 1 EA $350.00 $350.00 $550.00 $550.00 43 Relocate Interfering Sewer Lateral and Reconnect 1 EA $1,ODD.00 $1,000.00 $5,500.00 $; 50D.00 44 Install Stage 1 Temp Traffic Signal System 1 LS $18,000.00 $18,000.00 $20,000.00 $20,000.00 45 Install Stage 2 Temp Traffic Signal System 1 LS $35,000.00 $35,000.00 $32,000.00 $32,000.00 46 Install Permanent Traffic Signal Modifications 1 LS $25,000.00 $25,OD0.00 $30,000.00 $30.000.00 47 Install Signing and Striping 1 LS $9,600.00 $9,600.00 $6.ODD.00 $6,ODD.00 48 Landscaping and Irrigation 1 LS $73,000.00 $73,000.00 $75,000.00 $75.000.00 49 60 Day Plant Estabishment 1 LS $1,000.00 $1,000.00 $3,600.00 $3.600.00 [Contingency Corrected Bid Amount 4TH 1,060,364.901 5TH 1,134,738.50 f: \us m\pbvAshared\Contmct\98\Bid Summary 0-3202 B.xls TITLE: Jamboree Road /Eastbluff Drive Intersection Improvement CONTRACT NO.: 3202 (B) ENGINEER'S ESTIMATE: $670,560.00 PROJECT MANAGER: Tony Brine f: \usem\pbwlshared\contracn98 \Bid Summary C -3202 B.xls 0 0 KEC En ineeri . ng Shawnan ITEM DESCRIPTION QUANTITY UNIT AMOUNT UNIT AMOUNT 1 Mobilzation 1 LS $90,000.00 $90,000.00 $326A00.00 $326,000.00 2 Traffic Handling (Stages 1 & 2) 1 LS $25,000.00 $25,000.00 $48,000.00 $48,000.00 3 Clearing & Grubbing 1 LS $10,000.00 $10,000.00 $120,000.00 $120,000.00 4 Remove Retaining Curb 490 LF $20.00 $9,800.00 $5.00 $2,450.00 5 lRemove Retaining Wall 110 LF $95.001 $10,450.001 $35.00 $3,850.00 6 Remove Bus Sic Bench 1 LS $2,800.00 $2,800.00 $100.00 $100.00 7 Remove Trees 21 EA $250.00 $5,250.00 $200.00 $4,200.00 8 Unclassified Excavation 730 CY $63.00 $45,990.00 $65.001 $47,450.00 9 Raw Slope Excavation 800 CY $57.00 $45,600.00 $24.001 $19,200.00 10 Raw Slope Fill 400 CY $60.00 $24,000.00 $50.00 $20,000.00 11 JConstruct Crushed Miscellaneous Base 333 CY $60.00 $19,980.00 $20.001 $6,660.00 12 Construct Asphalt Concrete Base Course 300 TN $55.00 $16,500.00 $30.00 $9,000.00 13 Construct 2' Asphalt Concrete Finish Course/Overlay 115 TN $56.00 $6,440.00 $40.00 $4,600.00 14 Cold Plane AC Pavement (2" Nontinal) 2,200 SF $1.30 $2.860.00 $1.00 $2,200.00 15 Construct 8" PCC Curb & Gutter Type A 590 LF $17.00 $10,030.00 $14.00 $8,260.00 16 Construct 6" PCC Curb Type B 115 LF $15.00 $1,725.00 $14.00 $1,610.00 17 Construct 4" PCC Sidewalk 5,620 SF $4.00 $22,480.00 $2.00 $11,240.00 18 Construct 4" Pattern Stamped Concrete 160 SF $15.00 $2,400.00 $6.00 $960.00 19 Construct PCC Curb Access Ramp 460 SF $5.00 $2,300.00 $4.00 $1,840.00 20 Construct PCC Wall Gutter 520 LF $25.00 $13,000.00 $18.00 $9,360.00 21 Construct PCC Rat Wall (H =6') 311 LF $400.00 $124,400.00 $300.00 $93,300.00 22 Construct PCC Rat Wall (H= 6',2:1) 205 LF $300.00 $61,500.00 $300.00 $61,500.00 23 Construct PCC Ret Wall (H =8') 4 LF $2,100.00 $8,400.00 $650.00 $2,600.00 24 Construct PCC Rat Wall (H =10') 75 LF $475.00 $35,625.00 $450.00 $33,750.00 25 FumiW11n all W 14x82 Soldier Piles 540 LF $85.00 $45,900.00 $70.00 $37,800.00 26 Fumish/Install W14x61 Soldier Piles 81 LF $60.00 $4,860.00 $80.00 $6,480.00 27 Fumish/install W 12x50 Soldier Piles 352 LF $50.00 $17,600.00 $68.00 $23,936.00 28 Construct Tieback/Anchor System 34 EA $2,500.00 $85,000.00 $2,000.00 $68,000.00 29 Construct Concrete Encasement for Soldier Piles 74 CY $330.00 $24,420.00 $265.00 $19,610.00 30 Construct Cement Slurry For Soldier Piles 103 CY $330.00 $33,990.00 $265.00 $27,295.00 31 Fumish/Install Wood Lagging 3,500 SF $13.00 $45,500.00 $11.00 $38,500.00 32 Construct Structural Concrete Facing 95 CY $690.00 $65,550.00 $450.00 $42,750.00 33 lConstruct Cable Railing w/Black Vinyl Coating 798 CY $8.00 $6,384.00 $15.00 $11,970.00 34 lConstruct T CL Fence w/Black Vinyl Coating 270 LF $22.00 $5,940.00 $18.00 $4,860.00 35 Construct Anodized Aluminum Railing 98 LF $175.00 $17,150.00 $80.00 $7,840.00 36 Construct Gravel & Redwood Header Improvement 116 LF $30.00 $3,480.00 $30.00 $3,480.00 37 Construct Drainage System Improvement 1 LS $13,000.00 $13,000.00 $18,000.00 $18,000.00 38 Relocate AidVacuum Release Assembly 1 EA $4,500.00 $4,500.00 $3,000.00 $3,000.00 39 Relocate Fire Hydrant 1 EA $5,800.00 $5,800.00 $3,000.00 $3,000.00 40 Relocate Signal and St Lighting Pull Boxes 7 EA $120.00 $840.00 $200.00 $1,400.00 41 Relocate Cathodic Protection Test Station 3 EA $2,600.00 $7,800.00 $3,500.00 $10,500.00 42 Adjust Water Valve to Grade 1 EA $1,700.00 $1,700.00 $250.001 $250.00 43 Relocate Interfering Sewer Lateral and Reconnect 1 EA $8,800.00 $8,800.00 $2,500.00 $2,500.00 44 Install Stage 1 Temp Traffic Signal System 1 LS $21,000.00 $21,000.00 $7,000.00 $7,000.00 45 Install Stage 2 Temp Traffic Signal System 1 LS $42,000.00 $42,000.00 $7,000.00 $7,000.00 46 Instail Permanent Traffic Signal Modifications 1 LS $30,000.00 $30,000.00 $25,000.00 $25,000.00 47 Install Signing and Striping 1 LS $10,000.00 $10,000.00 $91000.00 $9,000.00 48 Landscaping and Irrigation 1 LS $91,000.00 $91,000.00 $40.000.00 $40,000.00 49 60 Day Plant Estabishment 1 LS $2,900.00 $2,900.00 $2,500.00 $2,500.00 Contingency ' Corrected Bid Amount 6TH 1,191,644.00 7TH 1,259,801.00 f: \usem\pbwlshared\contracn98 \Bid Summary C -3202 B.xls 0 0 • E • From EATON RESIDENCE/OCESR May 17, 1999 Honorable City Councilmembers City of Newporl Beach 3300 Newport Blvd Newport Beach, CA 02658 Dear Councilmembers: 714 - 760 -1691 Ihlay.16.1999 12:18 PM Pei At your May 24th meeting, you will have before you the recommended awarding of the contract for the improvement at Jamboree Road and Ford Road /Eastblull Drive South. We understand that the bids for the project have come in considerably higher than the engineers eslimale, due primarily to the robust economy in the construction Industry. We would urge you to award the contract In spite of that fact. As we understand II, the additional lurids are available In other englneering and capital accounts; and the project Is vital to the greater East blu If/BI ulls community and especially to Corona Del Mar High School and Queen of Angels Church and School. It also facilitates the approval of traffic studies for other projects on the east side of the bay. Your approval would be greatly appreciated. Respectfully submitted, C.ACor'" Lev inson President, The Bluffs HQA 2n' r,71. Barry D. Ea President, Eastblull HQA City of Newport Beach BUDGET AMENDMENT 1998 -99 ECT ON BUDGETARY FUND BALANCE: rXl Increase Revenue Estimates X Increase Budget Appropriations AND Transfer Budget Appropriations from existing budget appropriations X from additional estimated revenues X from unappropriated fund balance EXPLANATION: NO. BA- 071 AMOUNT: $ssa,sos.00 Increase in Budgetary Fund Balance • �X Decrease in Budgetary Fund Balance No effect on Budgetary Fund Balance This budget amendment is requested to provide for the following: To appropriate $614,906 from the Circulation and Transportation Fund to be added to $50,000 from the Irvine Company and the current budget of $450,000 to improve the Jamboree /Eastbluff intersection creating a free right -turn lane. There have been no prior budget amendments to this project. ACCOUNTING ENTRY: Amount BUDGETARY FUND BALANCE Debit Credit Fund Account Description Circulation &Transp 260 3605 Unappropriated Fund Balance $614,906.00 REVENUE APPROPRIATIONS (3601) Fund /Division Account Description 250 5901 Private Donations /Contributions $50,000.00 EXPENDITURE APPROPRIATIONS (3603) Description Division 7261 Trans and Circulation Account C5200473 Jamboree Rd /Eastbluff Dr Improvements $614,906.00 Division 7251 Contribution Account C5200473 Jamboree Rd /Eastbluff Dr Improvements $50,000.00 Division Account Division Account Division Account Signed: � 15- ' /9 -i 9 �c.ia4lproval: mance it or Date Signed: Ad instrative Approvyf. City Manager Zate S'-ned: City Council Approval: City Clerk Date • J. Soukup 949 723 4746 75 , Our Lady Queen Of Angels School Over 35 Years of Quality Catholic Education • Accredited by W.A.S. C. • Certified by WCEA. s., <.. May 21, 1999 BY VAX 949 644 3039 Ilonorable Denis O'Neil Mayor City of Newport Reach 3300 Newport Blvd Newport Beach, CA 92658 Dear Mr, O'Neil, On behalf of the Our Lady Queen of Angels School Board, I ask that you vote in favor of awardiug the wnuack for the improvement of Jamboree Road at Ford Road and Eastbulff Drive South. We understand this matter will be before you at your May 24, 1999 meeting. Members of our School Board, representatives of Corona Del Mar High School, the police department and representatives of the City of Newport Beach have held periodic meetings over the iast 2 years to review the traffic situation around oui schools and to wurk ful w[nnw❑ solutions to the traffic problems in the area. We believe that the project before you will improve the traffic flow in and around Corona Del Mar High School and Our Lady Queen of Angels School which will reduce congestion and result in safer streets for our children. Please award this contract, Very t y yours, John F. Sou p School Board Member cc. Msgr. Williwn McLaughlin, Pastor Sister Joanne Clare, Principal Eileen Ryan, Principal