HomeMy WebLinkAboutItem 4.16 Award of Bid 97-11 (2) CITY CLERK
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AGENDA STATEMENT
CITY COUNCIL MEETING DATE: June 16, ~1998
SUBJECT:
Award of Bid - Contract 97-11, Dougherty Hills Slope Repair, Phase II
Report Prepared by: Lee S. Thompson, Public Works Director
EXR1BITS ATTACF[ED:
1) Resolution of Award
2) Bid Results
RECOMMENDATION: ~,/[F0/Adopt resolution awarding bid to Grade Tech, Inc.
FINANCIAL STATEMENT: Total budget for construction 1997-98
$ 75,000
Estimated Expenses:
a) Concrete "Vee" ditches and catch basin modifications
constructed earlier this Fiscal Year: $ 8,144
b) Low bid ($119,800) plus 10% contingency: 131,780
c) Claim settlement from Phase I construction (already paid): 67,500
TOTAL:
The contractor claim will fall within the monies budgeted for 1997-98 for this project. The construction of
this contract will be budgeted within the Fiscal Year 1998-99 Capital Improvement Program Budget.
All expenses are funded by the City's General Fund. A developer legal settlement is proposed to offset this
expense by $40,000.
DESCRII~TION: On May 5, 1998, the City Council authorized Staff'to solicit bids for
Contract 97-11, Dougherty Hills Slope Repair Project, Phase II. This project will increase the stability of the
eastern slopes in the Dougherty Hills Open Space.
In Phase I of this project, the City contracted for the removal of unstable soil at the southern end of
Crossridge Road and replacement with a more stable sandstone material. Phase II will relieve the hillside
of water pressure below grade and control runoff at the surface in the mid- to northern portions of the slope
behind Crossridge Road. With the installation of three separate subdrain systems, the ground water will be
directed into vee ditches and disposed of in the storm drain system. Surface runoffwill be collected by vee
ditches and emptied into the storm drain system. The combination of these two systems will provide sufficient
drainage to aid in stabilizing the soil.
COPIES TO: Bidders
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A total of 5 bids were received with the low bid of $119,800 being subm/tted by Grade Tech.
Staff'has reviewed the bid results, checked with references, and recommends that the City Council adopt the
resolution awarding the bid to Grade Teck Inc.
Page 2
RESOLUTION NO. -98
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
AWARDING CONTRACT 97-11
DOUGHERTY HILLS SLOPE REPAIR, PHASE II
TO GRADE TECIt, INC.
WHEREAS, the City of Dublin did, on June 9, 1998, publicly open, examine, and declare
all sealed bids for doing the work described in the approved Plans, Specifications, and Modifications for
Contract 97-1 l, Dougherty Hills Slope Repair, Phase II, authorized by the City Council on May 5, 1998,
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 recommended that
the bid hereinafter mentioned is the lowest and best bid for doing said work.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin
does hereby award City of Dublin Contract 97-11 to the lowest responsible bidder therefor, to wit Grade
Tech, Inc. w/th a bid of One Hundred Nineteen Thousand Eight Hundred Dollars and No Cents
($119,800.00), the particulars of which bid are on file in the Office of the City En~neer.
PASSED, APPROVED AND ADOPTED this 16th day of June, 1998.
AYES:
NOES:
ABSENT:
ABSTAINING:
Mayor
ATTEST:
City Clerk
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BID RESULTS - DOUGHERTY HILLS SLOPE REPAIR, PHASE II
CONTRACT 97-11
ENGINEERS EST, GRADE TECH, INC. SlTEWORK$ CONST.
ITEM DESCRIPTION UNIT QTY. UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. MEAS. PRICE PRICE PRICE PRICE PRICE PRICE
1 CLEAR AND GRUB LS 1 $ 1,000.00 $ 1,000.00 $ 4,000.00 $ 4,000.00 $ 3,324.18 $ 3,324.18
2-- ..... SITE PREP,~ATION AND GRADING LS 1 $ 2,000.00 $ 2,000.00 $ 12,770.00, $ 12,770.00 $ 7,403.74 $ 7,403.74
3 CONSTRUCTIONAREASIGNS EA 3 $ 350.00 $ 1,050.00 $ 150.00 $ 450.00 $ 119.00 $ 357.00
4 DEBRIS FENCING LF 675 $ 15~00 $ 10,125.00 $ 4.00 $ 2,700.00 $ 4.60 $ 3,105.(~
5___TRENCHING TO 10' DEPTH LF 1,760 $ 5.00 $ 8,800.00 $ 30.00 $ 52,800.00 $ 14.90 $ 26,224.(~
6 TRENCHING FOR EACH 1' BELOW 5' LF 2,790 = $ 5.00 $ 13,950.00 $ 2.00 $ 5,580.00 $ 2.16 $ 6,07f~:4_0_ __
7 SUBDRAIN LF 1,760 $ 8.00 $ 14,080.00 $ 3.00 $ 5,280.00 $ 20.74 $ 36,50?:4_0__
8__V__E~_DI~T~C~_t_ LF 410 $ 25.00 $ 10,250.00 $ 27.00 $ 11,070.00 $ 27.28 $ 11,184.80
9 RAISE V~E_E DITCH LF 380 $ 25.00 $ 9,500.00 $ 30.00 $ 11,400.00 $ 29.43 $ 11,1R~.~ ....
I0 ....EROSION CONTROL LS 1 $ 3,000.00 $ 3,000.00 $ 13,000.00 $ 13,000.00 $ 15,364.01 $ 15,36~1
11 CLEANOUTS EA 3 $ 500.00 $ 1,500.00 $ 250.00 $ 750.00 $ 68.00 $ 204.00
TOTAL BID: $ 75,255.00 $119,800.00 $120,878.93
V & M CONSIRUCTION C.V. LARSEN CO. ENG. SOIL REPAIRS
ITEM DESCRIPTION UNIT QTY. UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. MEAS. PRICE PRICE PRICE PRICE PRICE PRICE
1 ;LEAR AND GRUB LS 1 $ 3,750.00 $ 3,750.00 $ 7,675.20 $ 7,675.20 $ 9,960.00 $ 9,960.0q
2 ~ITE PREPARATION ANDGRADING LS 1 $ 9,750.00 $ 9,750.00 $ 8,007.30 $ 8,007.30 $ 7,296.00 $ 7,296.00 '--
3 3ONSTRUCTION AREASIGNS EA 3 $ 250.00 $ 750.00 $ 184.50 $ 553.50 i $ 200.00 $ 600.00
4 ..... DEBRIS FENCING LF 675 $ 8.60 $ 5,805.00 $ 5.78 $ 3,901..~ $ 3,4~.-0(~
5 TRENCHING TO 10'DEPTH LF 1,760 $ 28.50 $ 50,160.00 $ 45.49 $ 80,062.40 $ 15.50 $ 27,280.00
6 TRENCHING FOR EACH I' BELOW 5' LF 2,790 $ 5.00 $ 13,950.00 $ 1.26 $ 3,515.40 $ 5.50 $ 15,345.0f~
7 SUBDRAIN LF 1,760 $ 6.50 $ 11,440.00 $ 6.96 $ 15,769.60 $ 28.71 ~ $ 50,529.60
8 VEL DITCH LF 410 $ 28,50 $ 11,685.00 $ 17,42 $ 7,142.20 $ 64.00 ; $ 26,240.00
9 RAISE VEL DITCH LF 380 $ 30.00 $ 11,400.00 $ 23.55 $ 6,949.00 $ 70.00
10 EROSION CONTROL LS 1 $ 12,000.~ $ 1~,000.00 $ 14,622.92 ~ 14,622.92 $ 19,456.00
11 C~LEA~NOUTS ~:A 3 $ 330.00 $ 990.00 $ 310.42 $ 931.26 $ 200.00 $
__ TOTAL BID: $131,680.00 ~51,130.28 *. $187,306,6~0
** Amount adjusted ~ftar verification