HomeMy WebLinkAboutItem 4.12 Award of Bid 92-2 CITY OF DUBLIN
AGENDA STATEMENT
City Council Meeting Date: March 9, 1992
SUBJECT:
Award of Bid - Contract 92-02
Annual Street Overlay, Dougherty Road Bike Path Phase
III, and Street Subdrains
Report by Public Works Director Lee Thompson
EXHIBITS ATTACHED:
l)
2)
Resolution of Award
Summary of Bids
~ECOMMENDATION:
1)
Adopt resolution awarding bid to Les McDonald
Construction.
Authorize Mayor to execute agreement.
Authorize a change in funding sources for the
Annual Overlay as indicated below.
FINANCIAL STATEMENT:
BID RESULTS
Engineer's
Estimate
$427,905.50
[ 74,975.00]
95,979.00
21,405.00
~545,289.50
Low Bid
Received
Construction
Budget
$441,200.00
56,000.00
* 22,000.00
$519,200.00
Overlay/Repair
Bike Path
Alternate 1
Alternate 2
Street Subdrains
TOTAL (not including
Alternate #1)
$413,415.74
[ 50,592.00]
66,685.00
15,697.00
$495,797.74
* The budget is $146,000 including, engineering and inspection. The mid-year
review indicated that the savings could be made by reducing this project to
$22,000 construction plus $8,000 engineering and inspection.
Street Overlay Project:
Budgeted
Expenditures
BUDGETS
Budget By
Fund Source
*Fund Source
Revised
(add'l SB140)
Legal $ 300 General Fund (CIP) $ 30,500 0
Survey 5,000 Measure B 120,000 $ 58,298
Design 3,500 SB 140 49,500 141,702
Inspection 20,000. General Fund 270,000 270,000
Const. Overlay 171,200 (Op. Budget)
Const. Repair 250,000
Striping 20,000
TOTAL $470,000 $470,000 $470,000
* (NOTE: Revision is due to a much higher SB140 match available
OITY CLERK
Dou~herty Road Bike Path Phase III
Budgeted
Expenditures
Budget By
Fund Source
Preliminary Engineering
Design
Inspection
Improvements
$ 7,000
7,000
5,000
56,000
TDA (Article 3) $75,000
TOTAL $75,000 $75,000
Street Subdrains
Budgeted Budget By * Fund
Expenditures Fund Source Revised
General Fund $146,000 $30,000
Gas Tax 128,000 0
Design $ 12,000
Inspection 12,000
Improvements .250,000
TOTAL $274,000 $274,000 $30,000
* This project was scaled back as a result of the City Council's mid-year budget
review. The only subdrains that are proposed to be installed will be in Stagecoach
Road, which is proposed to be overlaid. No budget revisions are recommended until
the City actually awards the bids.
DESCRIPTION: At its meeting of January 27, 1992, the City Council
authorized Staff to advertise for bids for Contract 92-02, the Annual Street
Overlay, Dougherty Road Bike Path Phase III, and Street Subdrains. The annual
overlay program consists of placing at least a 1 1/2" asphalt overlay on streets
that are in a deteriorated condition. A special pavement fabric will also be placed
over the travelway prior to the asphalt overlay. This fabric helps bridge the
existing minor pavement cracks and prevents the reflection of cracks through the new
asphalt. Before installing the overlay, the pavement failures are dug out to the
base rock and replaced with a new section of asphalt. Repair is also done to the
streets scheduled for the spring slurry seal program.
The overlay program will receive funds from the State-Local Transportation
Partnership Program (SB140 Gas Tax). Included in this annual project is the
installation of subdrains in the medians on Stagecoach Road. The subdrains project
was reduced this year during the mid-year budget review to provide drains in the
street overlay area only. The other subdrains will be deferred to future year
projects.
The third and final phase of the Dougherty Road Bike Path is also included in the
overlay Project because of the cost savings generated by doing two asphalt-related
programs together. This phase will complete the bike path from opposite Willow
Creek Road to the City limits. The bike path is funded by a grant from the
Transportation Development Act (TDA).
Streets to be overlaid are:
Bandon Drive (between Kimball Avenue and Davona Drive)
Lucania Street (between Davona Drive and Brighton Drive)
Bristol Road (between Brighton Drive and Tamarack Drive)
Amador Plaza Road (between Amador Valley Blvd. and Dublin Blvd.)
Golden Gate Drive (Dublin Blvd. to end)
Stagecoach Road (Turquoise Street to Amador Valley Blvd.)
Dublin Blvd. (south side, Alamo Canal to Dougherty Road)
Dublin Court (Dublin Blvd. to end)
Notices will be sent out prior to the beginning of work in order to advise the
residents and businesses that construction will take place on their street.
The City received a total of eleven (11) bids (see attached summary) for this
project. The low bidder was Les McDonald Construction with a bid of $495,797.74.
In preparing the engineer's estimate for the Bike Path, Staff was concerned that the
bids would come in over budget, so a scaled back alternate was included (Alternate
#1) which reduced some of the related storm drain work. Because of the low bid on
Alternate #2 of the Bike Path and the fact that engineering and inspection costs are
projected to be much lower than budgeted, Staff recommends awarding the bid on the
basis of Alternate #2. Alternate #2 includes the construction of the storm drain
and headwalls necessary for the future widening of Dougherty Road. Award based on
Alternate #2 will still allow the overall project cost to be below the $75,000 TDA
grant.
Staff recommends that the City Council adopt the resolution awarding the bid to Les
McDonald Construction and authorize the Mayor to execute the agreement.
a: ( projects ) \overlay\agstawrd
RESOLUTION NO. 26-92
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
AWARDING CONTRACT 92-02 ANNUAL STREET OVERLAY,
DOUGHERTY ROAD BIKE PATH PHASE III, ~ STREET SUBDRAINS
TO LES MCDONALD CONSTRUCTION.
WHEREAS, the City of Dublin did on March 3, 1992, publicly open examine, and
declare all sealed bids for doing the work described in the approved Plans,
Specifications, and Modifications for Contract 92-02 Annual Street Overlay,
Dougherty Road Bike Path Phase III, and Street Subdrains, authorized by the City
Council on January 27, 1992, which Plans, Specifications, and Modifications are
hereby expressly referred to for a description of said work and for all particulars
relative to the proceedings under the request for bids; and
WHEREAS, said bids were submitted to the City Engineer, who has reviewed the
bids to determine the lowest bid which was responsive to the requirements of the bid
documents;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin
does hereby award Contract 92-02 to the lowest responsible bidder therefor, to wit,
Les McDonald Construction, at a bid of Four Hundred Ninety Five Thousand Seven
Hundred Ninety Seven Dollars and Seventy-Four Cents ($495,797.74), the particulars
of which bid are on file in the office of the City Engineer.
PASSED, APPROVED AND ADOPTED this 9th day of March,
AYES:
NOES: None
ABSENT: None
1992.
Councilmembers Burton, Howard, Jeffery, Moffatt and Mayor Snyder
- ! Cfty Clerk
a: ( proJects ) \over lay\resoawrd
DOUGHERTY ROAD BIKE PAT}{-ALT 1 £NGR'S ESTIMATE
iTEM UNIT UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. DESCRIPTION ~IEAS QTY PRICE pRICE PRICE PRICE PRICE PRICE pRICE PRICE pRICE pRICE PRICE PRICE
1-19 CLEAR AND GRU~ LS 1 2,200.00 2,500.00 500,00 500.00 6,760.00 6,760.00 2,000.00 2,000.00 9,847.0O 9,B47.00 10,000.00
1-20 EART}IWORK CY 10,575 3.20 33,840.00 2.00 21,150.00 3.34 35,320.50 3.00 31,755.00 3.O1 31,B30.75 2.50 26,437.50
1-21 RECOMPACT EXISTING FILL CY 523 5.00 2,615.00 4~00 2,092.00 3.34 1,746.82 3.00 1,569.00 3.60 1,882.80 4.00 2,092.00
1-22 F/ELD STAKING LS I 2,800.00 2,800.00 1,400.00 1,400.00 3,100.00 3,100.O0 3.00 1,470.00 2,300.00 2,3OO.00 2,000.00 2,000.00
1-23 12" RCp LF 80 15.00 1,200.00 10.00 800.00 47.50 3,800.00 40.00 3,200.00 47.00 3,760,00 60.00 4,800.00
1-24 AC & A8 BIKE PATH SECTION SF 12,240 1.00 12,240.00 .70 8,568.00 1.075 13,158.00 1.05 12,852.00 1.40 17,136.00 1.00 12,240.00
1-25 RELOCATION OF SIGNS LS 1 300.00 300.00 85.00 85.00 120.00 120.00 1,050.00 1,050.00 575.00 575.00 120.00 120.00
1-26 8IKE pATH SIGNS EA 2 120.00 240.00 95,00 190.00 160.00 320.00 2~0.00 420.00 175.00 ~50.00 168.00 320.00
1-27 BIKE X-ING SIGNS (W79 & WB0) EA 2 120.00 240.00 170.00 340.00 240.00 480.00 210.00 420.00 230.00 460.00 240.00 480.00
1-28 BIKE PATH STRIPING LS 1 1,000.00 1,000.00 527.00 5~7.00 1,200.00 1,200.00 1,260.00 1,260.00 2,300.00 2,300.00 1,200.00 1,200.00
1-29 6' CHAIN LINK FENCE LF 2,000 9.00 18,000.00 7.47 14.940.00 7.46 14,920.00' 7.70 15,400.00 10.00 20,O00.00 7.50 15,000.00
SUBTOTAL $ 74,975.00 $50,592.00 $ 801925.32' $ 71,366.00 $ 90,441,55 $ 741689.50
~TEM UNIT UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. DESCRIPTION SEAS QTY PRICE PRICE PRICE pRICE PRICE ['RICE pRICE PRICE PRICE PRICE PRICE PRICE
2-19 CLEAR AND GRUB LS 1 2,500.00 2,500.00 500.00 500.00 8,450.00 8,450.00 4,000.00 4,000.00 8,250.00 8,250.00 lO,D00.00 10,000.00
!-20 EARTHWORK CY 12,645 3.20 40,464.00 1.80 22,761.00 2.70 34,141.50 3.00 37,935.00 1.25 15,806.25' 2.25 28,451.25
2-21 RECOMPACT EXISTING FILL CY 523 5.00 2,615.00 4.00 2,092.00 3.34 1,746.82 3.00 1,569.00 3.00 1,569.00 4.00 2,092.00
2-22 FIELD STAKING LS 1 2,800'00 2,800'00 2'000'00 2'000'00 3'500'00 3'500'00 2'100'00 2'100'00 6'000'00 6'000'00 2'600'00 2'600'00
2-23 24" RCP LF 24 45.00 1,080.00 69.00 1,656.00 83.54 2,004.96 75.00 1,800.00 155.00 3,720,00 50.00 1,200.00
2-24 54" RCp LF 56 90.00 5,040.00 135.00 7,560.00 163.55 9,158.80 163.OO 9,128.00 105.00 5,880,00 120.00 6,720.00
2-~6 RELOCATION OF SIGNS LS 1 300.00 300.00 85.00 85.00 1,720.00 1,720.00 1,050.00 1,050.00 575.00 575,00 120.00 120.00
2-27 BIKE PATH SIGNS EA 2 120.00 240.00 95.00 190.00 160.00 320.00 210.00 490.00 300.00 600.00 160.00 320.00
2-28 BIKE X-ING SIGNS (W79 & W80) EA 2 120.00 240.00 170.00 340.00 240.00 480.00 210.00 420.00 250.00 500.00 240.00 480.00
2-29 BIKE PATI{ STRIPING LS i 1,0OO.OO 1,000.OO 527.00 527.00 1,200.O0 1,200.00 1,260.00 1,260.00 1,150.00 1,150.00 1,200.00 1,200.00
2-30 6' CIIAIN LINK ~ENCE LF 2,000 9.00 10,O00.O0 7.47 14,940.00 7.46 14,920.00' 7.70 15,400.OO 18.00 36,000.00 7.50 15,000.00
2-31 TYPE A HEADWALL, SD500 EA 1 2,000.00 2,000.00 1,240.00 1,240.00 3,900.00 3,900.00 2,750.00 2,750.00 5,0OO.O0 5,OO0.00 4,000.00 4,000.00
2-32 L TYPE HEADWALL EA 1 5,000.00 5,000.00 3,092.00 3,092.00 6,800.D0 6,800.00 5,770.00 5,770.00 5,500.00 5,500,00 7,000.00 7,000.00
2-33 90' X 24' DRIVEWAY LS I 3,000.00 3,000.00 1,512.00 1,512.00 1,350.00 1,350.00 3,~24.0D 3,724.00 4,200.00 4,200.00 2,800.00 2,800.00
SUBTOTAL: $ 95,979.00 $66,685.00 $102,562.08' $ 99,611.00 $108,790.25 $ 93,683.25
TOTAL W/ALTERNATE ~1:
TOTAL W/ALTERNATE ~2:
* AMOUNTS REVISED AFTER VERIFICATION
STREET OVERLAy AND REPAIR BAY CITIES CALLACHER & BORK G. BORTOLOTTO & CO. O'GRADY PAVING JOE FOSTER EXC. EMSCO
1. pLANE AC P~IT 6' WIDE .45 9,908.55 .70 15,413.30 .79 17,395.01 .70 15,413.30 .85 18,716.15 .80 17,615.20
2. pAVEMENT FAILURE REPAIR 1.15 285~775.00 1.23 305,655,00 1.35 335,475,00 1.45 360,325.00 1.59 395,115.0[) 1.50 372,750.00
3. p~q~T REINGFORCING FABRIC .70 22,544.20 .70 22,544.20 .835 26,892.01 .75 24,154.50 .85 2;,375.10 .71 22,866.26
4. INSTALL 1 1/2" AC OVERLAY .25 119,129.75 .25 119,129.75 .29 138,190.51 .30 142,955.70 .32 152,406.O8 .40 190,607.60
5. ADJ MONUMENTS TO GRADE 159.50 4,147.00 180.00 4.6B0.00 150.00 3,900.00 250.oo 3,900.00 155.00 4,030.00 150.00 3,900.00
6. ADJ STORM DRAIN HANBOLES 300.00 1,800.00 3]0.00 1,860.00 200.00 1,200.00 300.00 1,800.O0 315.00 1,890.OO 200.00 1,200.00
7. INSTALL SGNL DETECTOR LP$ 368.50 1,842.50 600.00 3,O00.00 600.00 3,000.DO 600.00 3,000.00 390.00 1,950.00 350.00 1,750.00
8. SUBSURFACE DRAIN 6.75 9,632.25 1B.00 25,686.00 17.95 25,614.65 14.00 19,978.00 11.50 16,410.50 11.00 15~697.00
9. 4" BROKEN LINE .33 1,214.40 .41 1,508.80 .39 1,435.20 .33 1,214.40 .40 1,472.00 .35 1,288.00
10. 4" SOLID LINE .33 940.50 .BB 2,50B.00 .B5 2,422.50 .44 ],254.00 .BO 2,2BU~00 .35 997.50
ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAl, UNIT TOTAL UNiT TOTAL UNIT TOTAL
NO. DESCRIPTION pRICE PRICE PRICE PRICE PlaICE PRICE PRICE PRICE pRICE PRICE PRICE PRICE
1-19 CLEAR AND GRUB 1,690.001,690.00 4,500.00 4,500.00 3,750.00 3,750.00 4,000.00 4,000.00 3,200.00 3,200.00 3,355.00 3,355.00
1-20 EARTHWORK 2.45 25,908.75 1.95 20,621.25 3.45 36,403.75 4.O0 42,300.00 1.90 20,092.50 3.50 37,012.50
1-21 RECOMPACT EXISTING FILL 6.78 3,545.94 7.30 3,817.90 4.59 2,400.57 4.00 2,092.00 6.80 3,556.40 5.00 2,615.00
1-22 FIELD STAKIIIG 1,540.00 1,540.00 3,000.00 3,000.00 2,500.00 2,500.00 3,000.00 3,000.00 1,5OO.00 1,500.00 3,000.00 3,000.00
1-23 12" RCP 33.22 2,657.60 55.00 4,400.00 34.70 2,776.00 50.00 4,000.00 35.00 2,800.00 35.00 2,800,00
1-24 AC & AB BIKE pAT}{ SECTION 1.07 13,096.80 1.00 12,240.00 1.50 18,360.00 .90 11,016.00 .95 11,628.00 1.30 15,912.00
1-25 RELOCATION OF SIGNS 1,100.00 1,]O0.OO 95.00 95.00 90.00 90.00 130.00 130.00 90.00 90.00 1,000.OO l,O0O.O0
1-26 BIKE PATH SIGNS 220.00 440.00 305.00 210.00 lO0.O0 200.00 175.{)0 350.00 100.00 200.00 200.00 400.00
1-27 BiKE X-ING SIGNS (W79 & WB0) 220.00 440.00 190.00 380.00 181.00 362.00 265.00 530.00 175.00 350.00 200.00 400.00
1-28 BIKE PATH STRIPING 1,320.00 1,320.00 600.00 600.00 564.00 564.00 1,300.00 1,300.00 550.00 550.00 1,200.00 1,200.00
1-29 6' CHAIN LINK FENCE 7.98 15,960.00 8.00 16,000.00 9.59 19,180.00 8.00 16,000.00 7.75 15,500.00 B.00 16,000.00
SUBTOTAL $ 67,699.O9 $65,864.I5 $ 86,666.32 $ 84,718.00 $ 59,466.90 $ 83,694-50
DOUG}IERTY ROAD BIKE PATH-ALT 2
ITEM UNIT TOTAL UNIT TOTAl, UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. DESCRIPTION PRICE PRICE PRICE pRICE PRICE PRICE PRICE PRICE ['RICE PRICE PRICE PRICE
-19 CLEAR AND GRUB 1,800.001,800.00 2,500.00 2,500.00 3,750.00 3,750.00 4,000.00 4,000.00 3,200.00 3,200.00 3,354.00 3,354,00
20 EARTHWORK 2.01 25,416.45 1.65 20,864.25 3.45 43,625.25 4.00 50,580.00 1.35 17,G70.75 3.50 44,257.50
-21 RECOMPACT EXISTING FILL 6.78 3,545.94 7.30 3,817.90 4.59 2,400.57 4.00 2,092.00 8.00 4,184.00 5.00 2,615.00
2-22 FIELD STAKING 2,200.00 2,200.00 2,000.00 2,000.00 700.00 700.00' 3,000.00 3,000.00 2,150.00 2,150.00 4,000.00 4,000.00
2-23 24" RCp 49.14 1,179.36 83.00 1,992.00 57.00 1,368.00 88.00 2~]12.00 50.00 1~200.00 35,00
2-24 54" RCP 75.33 4,218.48 2OO.O0 11,200.00 i81.00 10,136.00 160.00 B,960.00 8B.OO 4,928.00 160.00 8,960.00
2-25 AC & AB BrKE PAT1[ SECTION 1.11 12,987.00 1.20 14,040.00 1.50 17,550.00 .90 10,530.00 1.20 14,040.00 3.35 15~795.OO
2-26 RELOCATION OF SIGNS 1,100.DO 1,100.00 95.00 95.00 90.00 90.00 130.00 130.00 90.00 90.00 1,O00.00 1,000.00
2-27 BIKE PATH SIGNS 220.00 440.00 105.00 210.00 100.00 200.00 175.00 350.00 ]00.00 200.00 200.00 400.00
2-28 BIKE X-lNG SIGNS (W79 & WBO) 220.00 440.00 190.00 380.00 181.00 362.00 265.00 530.00 175.00 350.00 200.00 400.00
2-29 BIKE pATH STRIPING 1,320.00 1,320.OO 600.EG 600.00 564.00 564.00 1,300.00 1,300.00 55U.00 550.00 1,200.00
2-30 6' CHAIN LINK FENCE 7.98 15,960.00 8.00 16,000.00 9.59 i9,180.00 8.00 16,0OO.00 7.75 15,500.00 B.O0 16,000.00
2-31 TYPE A }{EADWALL, SDS00 5,670.72 5,670.72 1,760.00 1,760.00 5,000.00 5,000.00 1,650.00 1,650.O0 2,600.00 2,600.00 1,400.00 1,400.00
2-32 L TYPE HEADWALL 2.065.36 2,065.36 5,060.00 5,060.00 7,000.00 7,000.00 5,000.00 5,000.00 6,500.00 6,500.00 4,000.00 4,000.00
2-33 90' X 24' DRIVEWAY 1,144.76 1,144.76 3,250.00 3,250.00 5,470.00 5,470.00 3,000.00 3,000,00 4,700.00 4,700.00 4,000.00 4,000.00
SUBTOTAL: $ 79,488.07 $ 83,769.15 $117,395.82' $109,234.O0 $ 77,262.75 $108,2~1.50