HomeMy WebLinkAboutCC Resolution 9629 (Andersen Dr Project)RESOLUTION NO. 9 6 2 9
RESOLUTION OF AWARD OF CONTRACT
WHEREAS, on the I` day of May, 1996, pursuant to due and legal notice
published in the manner provided by law,. inviting sealed bids or proposals for the work
hereinafter mentioned, as more fully appears from the Affidavit of Publication thereof on
file in the office of the City Clerk of the City of San Rafael, California, the City Clerk of
said City did publicly open, examine and declare all sealed bids or proposals for doing the
following work in said City, to wit:
"ANDERSEN DRIVE PROJECT"
PROJECT NO.: 912-9012-8808
in accordance with the plans and specifications therefor on file in the office of said City
Clerk; and
WHEREAS, the bid of GHILOTTI CONSTRUCTION, INC., at the unit
prices stated in its bid was and is the lowest and best bid for said work and said bidder is
the lowest responsible bidder; and
WHEREAS, the bid of GHILOTTI CONSTRUCTION, INC., contained
irregularities and they were deemed to be minor and insignificant; and
WHEREAS, a written protest was filed on behalf of Maggiora and
Ghilotti, Inc., the second lowest bidder, which was reviewed and deemed to have provided
no competitive advantage to the low bidder;
NOW, THEREFORE, IT IS HEREBY ORDERED AND RESOLVED
that the City waive the irregularities in the low bid of GHILOTTI CONSTRUCTION,
INC., and that the bid of GHILOTTI CONSTRUCTION, INC., is hereby accepted at
said unit prices and that the contract for said work and improvements be awarded to
GHILOTTI CONSTRUCTION, INC., at the unit prices mentioned in said bid.
IT IS FURTHER ORDERED AND RESOLVED that any and all
certified checks, cash or bond, accompanying the bids of unsuccessful bidders be
forthwith returned to them respectively.
IT IS FURTHER ORDERED AND RESOLVED that the City Engineer
is hereby authorized to extend the time for completion of the contract as set forth herein
upon showing of good cause by the Contractor.
IT IS FURTHER ORDERED AND RESOLVED that the Mayor and the
City Clerk of said City be authorized and directed to execute a contract with GHILOTTI
4
CONSTRUCTION, INC. for said work and to return the bidders bond upon the
execution of said contract.
I, JEANNE M. LEONCINI, Clerk of the City of San Rafael, hereby
certify that the foregoing resolution was duly and regularly introduced and adopted at a
regular meeting of the Council of said City on Monday, the 17"' day of June, 1996, by the
following vote, to wit:
AYES: COUNCILMEMBERS: Cohen, Heller, Phillips & Mayor Boro
NOES: COUNCILMEMBERS: None
ABSENT: COUNCILMEMBERS: None
JEAME M. LEON I, City Jerk
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City of San Rafael ♦ California
Form of Contract Agreement
for
Andersen Drive Project
This Agreement is made and entered into this 17th day of June 1996 by and between the City
of San Rafael (hereinafter called City) and Ghilotti Construction Company (hereinafter called
Contractor). Witnesseth, that the City and the Contractor, for the considerations hereinafter
named, agree as follows:
If - Scope of the Work
The Contractor hereby agrees to furnish all of the materials and all of the equipment and labor
necessary, and to perform all of the work shown on the plans and described in the
specifications for the project entitled: Andersen Drive Project, Project No. 912-9012-8808, all in
accordance with the requirements and provisions of the Contract Documents as defined in the
General Conditions which are hereby made a part of this Agreement.
III- Time of Completion
(a) The work to be performed under this Contract shall be commenced within 10 calendar
days after the date of written notice by the City to the Contractor to proceed.
(b) The work shall be completed within 365 working days after the date of such notice and
with such extensions of time as are provided for in the General Conditions.
IIII - Liquidated Damages
It is agreed that, if all the work required by the contract is not finished or completed within the
number of working days as set forth in the contract, damage will be sustained by the City, and
that it is and will be impracticable and extremely difficult to ascertain and determine the actual
damage which the City will sustain in the event of and by reason of such delay; and it is
therefore agreed that the Contractor will pay to the City, the sum of $500 for each and every
calendar day's delay in finishing the work in excess of the number of working days prescribed
above; and the Contractor agrees to pay said liquidated damages herein provided for, and
further agrees that the City may deduct the amount thereof from any moneys due or that may
become due the Contractor under the contract.
IV - The Contract Sum
The City shall pay to the Contractor for the performance of the Contract the amounts
determined for the total number of each of the units of work in the following schedule
completed at the unit price stated. The number of units contained in this schedule is
approximate only, and the final payment shall be made for the actual number of units that
are incorporated in or made necessary by the work covered by the Contract.
VOLUME I - ANDERSEN DRIVE EXTENSION
NO. DESCRIPTION
1 Remove Fence
2 Remove Pavement
3 Remove Concrete (Curb 8�
Gutter)
4 Remove Concrete Sidewalk
5 Remove Foundation Under
Route 101
QUANTITY UNIT UNIT PRICE
5,298 LF @ $2.00 =
13,108 SQYD @ $2.30 =
5,701 LF @ $2.75 =
2,115 SQYD @ $7.70 =
Lump LS =
Sum
TOTAL
$10,596.00
$30,148.40
$15,677.75
$16,285.50
$17,250.00
AGREEMENT • 1
copy,
6
Remove Railroad Track
2,100
LF
@
$9.45 =
$19,845.00
7
Clearing & Grubbing
4.30
ACRE
@ $17,500.00 =
$75,250.00
8
Miscellaneous Demolition
Lump
LS
=
$5,678.00
Sum
9
Relocate Irrigation Sprinklers
Lump
LS
=
$337.00
Sum
10
Roadway Excavation
20,315
CY
@
$14.50 =
$294,567.50
10a
Imported Borrow Material
1,000
CY
$20.25 =
$20,250.00
11
Wetland Mitigation
6,500
CY
@
$9.60 =
$62,400.00
Excavation
12
Class 2 Aggregate Subbase
9,250
CY
@
$25.00 =
$231,250.00
13
Class 2 Aggregate Base
12,094
CY
@
$26.50 =
$320,491.00
14
Asphalt Concrete (Type A)
2,551
TON
@
$36.00 =
$91,836.00
15
Asphalt Concrete (Type A)
12,515
TON
@
$34.00 =
$425,510.00
16
Asphalt Concrete (Leveling)
160
TON
@
$57.25 =
$9,160.00
17
Asphalt Concrete
379
TON
@
$75.50 =
$28,614.50
(Miscellaneous Area)
18
Grind Existing Asphalt
4,930
SQYD
@
$4.15 =
$20,459.50
Concrete Pavement
19
Pavement Reinforcing Fabric
1,400
SQYD
@
$1.90 =
$2,660.00
20
Geogrid Base Reinforcement
9,000
SQYD
@
$2.25 =
$20,250.00
& Mirafi 600x
21
Place Asphalt Concrete Dike
765
LF
@
$5.30 =
$4,054.50
(Type A)
22
Minor Concrete (Driveway)
2,367
SQFT
@
$4.50 =
$10,651.50
23
Minor Concrete (Colored
2,178
SQFT
@
$5.70 =
$12,414.60
Driveway)
24
Minor Concrete (Sidewalk)
13,859
SQFT
@
$2.50 =
$34,647.50
25
Minor Concrete (Colored
10,387
SQFT
@
$3.00 =
$31,161.00
Sidewalk)
26
Minor Concrete (Bikepath)
59,508
SQFT
@
$3.20 =
$190,425.60
27
Minor Concrete (Colored
7,992
SQFT
@
$4.25 =
$33,966.00
Bikepath)
28
Minor Concrete (Promenade)
5,832
SQFT
@
$6.50 =
$37,908.00
29
Minor Concrete (Curb &
1,271
LF
@
$11.60 =
$14,743.60
Gutter, Type "A")
30
Min. Con. (Curb & Gutter,
13,593
LF
@
$9.00 =
$122,337.00
Mod. Type "A")
31
Minor Concrete (Colored
3,132
LF
@
$11.80 =
$36,957.60
Curb & Gutter)
32
Minor Concrete (Type "E"
8,451
LF
@
$5.90 =
$49,860.90
Curb)
AGREEMENT • 2
33
Minor Concrete (Type "F"
205
LF
@
$10.50 =
$2,152.50
Curb)
34
Minor Concrete (Special
131
LF
@
$24.50 =
$3,209.50
Curb, Detail "B")
35
Minor Concrete (Special
459
LF
@
$18.75 =
$8,606.25
Curb, Detail "C")
36
Minor Concrete (Cobble
20,079
SQFT
@
$5.00 =
$100,395.00
Island Paving)
37
Minor Concrete (Wheelchair
1,380
SQFT
@
$4.00 =
$5,520.00
Ramp)
38
Minor Concrete (Raised
1,055
SQFT
@
$3.65 =
$3,850.75
Island)
39
Minor Concrete (Slab Over
1,467
SQFT
@
$4.75 =
$6,968.25
Box Culvert)
40
Minor Concrete
400
SQFT
@
$3.50 =
$1,400.00
(Miscellaneous Construction)
41
Abandon Culvert
8
EA
@
$215.00 =
$1,720.00
42
Remove Culvert
1,168
LF
@
$8.00 =
$9,344.00
43
Relay Reinforced Concrete
206
LF
@
$146.00 =
$30,076.00
Pipe
44
Remove Inlet
2
EA
@
$562.00 =
$1,124.00
45
Remove Headwall
2
EA
@
$1,125.00 =
$2,250.00
46
Remove Manhole
1
EA
@
$1,480.00 =
$1,480.00
47
Remove Catch Basin
7
EA
@
$925.00 =
$6,475.00
48
Remove Structure
1
EA
@
$2,935.00 =
$2,935.00
49
Adjust Manhole to Grade
8
EA
@
$434.00 =
$3,472.00
50
Adjust Drain Inlet to Grade
2
EA
@
$440.00 =
$880.00
51
4" PVC Pipe
1,930
LF
@
$20.00 =
$38,600.00
52
6" PVC Pipe
615
LF
@
$22.00 =
$13,530.00
53
12" PVC Pipe
550
LF
@
$33.00 =
$18,150.00
54
18" PVC Pipe
405
LF
@
$46.00 =
$18,630.00
55
24" PVC Pipe
627
LF
@
$69.00 =
$43,263.00
56
36" PVC Pipe
1,699
LF
@
$92.00 =
$156,308.00
57
12" Reinforced Concrete Pipe
2,689
LF
@
$38.00 =
$102,182.00
58
24" Reinforced Concrete Pipe
975
LF
@
$84.00 =
$81,900.00
59
36" Reinforced Concrete Pipe
907
LF
@
$112.00 =
$101,584.00
60
48" Reinforced Concrete Pipe
225
LF
@
$212.00 =
$47,700.00
61
Drainage Inlet (Type "A"
30
EA
@
$1,433.00 =
$42,990.00
Catch Basin)
AGREEMENT • 3
62
Drainage Inlet (Type "B"
17
EA
@
$1,582.00
= $26,894.00
Catch Basin)
63
Drainage Inlet (Type "C"
1
EA
@
$1,580.00
= $1,580.00
Catch Basin)
64
Drainage Inlet (Drop Inlet)
20
EA
@
$876.00 =
$17,520.00
65
Drainage Inlet (Special Drop
9
EA
@
$728.00 =
$6,552.00
Inlet)
66
Drainage Inlet (Christy V24)
8
EA
@
$590.00 =
$4,720.00
67
Drainage Inlet (Saddle Catch
4
EA
@
$160.00 =
$640.00
Basin)
68
Drainage Inlet (Type "G3")
2
EA
@
$1,025.00 =
$2,050.00
69
Drainage Inlet (Type "G4")
2
EA
@
$1,045.00 =
$2,090.00
70
Manhole (Type A)
5
EA
@
$3,676.00 =
$18,380.00
71
Manhole (Type B)
22
EA
@
$3,522.00 =
$77,484.00
72
Manhole Frame & Cover
6
EA
@
$760.00 =
$4,560.00
73
Structure Excavation
72
CY
@
$35.00 =
$2,520.00
(Bridge)
74
Structure Backfill (Bridge)
21
CY
@
$72.00 =
$1,512.00
75
Furnish Piling (Class 70C)
1,050
LF
@
$16.85 =
$17,692.50
76
Drive Pile (Class 70C)
30
EA
@
$1,550.00 =
$46,500.00
77
Structural Concrete, Bridge
500
CY
@
$400.00 =
$200,000.00
78
Structural Concrete,
42
CY
@
$305.00 =
$12,810.00
Approach Slab
79
Bar Reinforcing Steel
80,000
LB
@
$0.80 =
$64,000.00
80
Tubular Handrailing
194
LF
@
$39.00 =
$7,566.00
(Modified)
81
Concrete Barrier (Type 26)
164
LF
@
$85.00 =
$13,940.00
82
Rock Slope Protection
100
CY
@
$65.00 =
$6,500.00
(Facing, Method B)
83
Utility Ducts
Lump
LS
$4,100.00
Sum
84
Landscaping & Seeding
Lump
LS
$575,000.00
Sum
85
Concrete Planter Wall
61
CY
@
$375.00 =
$22,875.00
86
Concrete Controller Pedestal
0.33
CY
@
$1,600.00 =
$528.00
87
Decomposed Granite
310
SF
@
$2.25 =
$697.50
88
Bench
4
EA
@
$550.00 =
$2,200.00
89
Drinking Fountain
1
EA
@
$1,800.00 =
$1,800.00
90
Trash Receptacle
10
EA
@
$450.00 =
$4,500.00
91
Tree Grate
113
EA
@
$500.00 =
$56,500.00
AGREEMENT 0 4
92
Bollard
10
EA
@
$250.00 =
93
Wheel Stop
7
EA
@
$21.00 =
94
Electrical ("A" Street & Albert
Lump
LS
Wood Gate
1
106
Park)
Sum
107
Masonry Block Wall
564
95
Brick Paving & Brick Bands
1,190
SF
@
$9.50 =
96
Wrought Iron Fencing
Lump
LS
6, Vinyl -Clad)
110
Chain Link Fence (Type CL-
Sum
8, Vinyl -Clad)
97
Foul Ball Fence
60
LF
@
$47.00 =
98
Irrigation System
Lump
LS
CL -6)
113
20' Chain Link Gate (Type
Sum
CL -8)
99
Storm Water PP Plan
Lump
LS
Roadside Sign - Two Post
4
116
Roadside Sign - No Post
Sum
117
Remove Roadside Sign
13
100
Erosion Control (Type D)
1,000
SQYD
@
$2.60 =
101
Wetland Mitigation (Planting)
1.0
ACRE
@
$5,100.00 =
102
Wetland Mitigation (Seeding
0.33
ACRE
@
$360.00 =
$2,500.00
$147.00
$85,000.00
$11,305.00
$7,000.00
$2,820.00
$17,000.00
$11,200.00
$2,600.00
$5,100.00
$118.80
CY @ $350.00 = $25,200.00
LF @ $90.00 = $297,450.00
EA @
& Mulching)
$750.00
103
Minor Concrete (Retaining
72
SQFT @
Wall)
$11,280.00
104
Soundwall (Precast Concrete
3,305
EA
Panel)
$75.00 =
105
Wood Gate
1
106
Access Door
3
107
Masonry Block Wall
564
108
Chain Link Fence (Type CL-
1,055
$1,160.00
3.5, Vinyl -Clad)
109
Chain Link Fence (Type CL-
1,028
6, Vinyl -Clad)
110
Chain Link Fence (Type CL-
417
8, Vinyl -Clad)
111
8' Chain Link Gate (Type CL-
2
6)
112
12' Chain Link Gate (Type
1
CL -6)
113
20' Chain Link Gate (Type
1
CL -8)
114
Roadside Sign - One Post
50
115
Roadside Sign - Two Post
4
116
Roadside Sign - No Post
69
117
Remove Roadside Sign
13
118
Reset Roadside Sign
4
119
Relocate Roadside Sign
9
120
Replace Parking Meter Pole
8
$2,500.00
$147.00
$85,000.00
$11,305.00
$7,000.00
$2,820.00
$17,000.00
$11,200.00
$2,600.00
$5,100.00
$118.80
CY @ $350.00 = $25,200.00
LF @ $90.00 = $297,450.00
EA @
$750.00 =
$750.00
EA @
$1,600.00 =
$4,800.00
SQFT @
$20.00 =
$11,280.00
LF @
$13.00 =
$13,715.00
LF @ $16.00 = $16,448.00
LF @ $19.00 = $7,923.00
EA @ $785.00 = $1,570.00
EA @ $1,550.00 = $1,550.00
EA @ $2,100.00 = $2,100.00
EA
@
$165.00 =
$8,250.00
EA
@
$600.00 =
$2,400.00
EA
@
$80.00 =
$5,520.00
EA
@
$75.00 =
$975.00
EA
@
$75.00 =
$300.00
EA
@
$145.00 =
$1,305.00
EA
@
$145.00 =
$1,160.00
AGREEMENT • 5
121 Barricade (Type "A")
122 Pedestrian Barricade
123 Thermoplastic Traffic Stripe
124 Paint Traffic Stripe (2 -Coat)
125 Thermoplastic Pavement
Marking
126 Pavement Marker (Reflective)
127 Signal & Lighting
128 Maintain Traffic
129 Grade Crossing
130 Construction Staking
131 Construction Area Signs
132 Temporary Railing (Type K)
133 Develop Water Supply
134 Survey Monument
135 Mobilization
35
2
32,370
1,700
4,713
750
Lump
Sum
Lump
Sum
Lump
Sum
Lump
Sum
Lump
Sum
1,000
Lump
Sum
14
Lump
Sum
LF
@
$28.50 =
EA
@
$550.00 =
LF
@
$0.65 =
LF
@
$0.35 =
SQFT
@
$2.40 =
EA @ $2.85
LS
LS
LS
LS
LS
$997.50
$1,100.00
$21,040.50
$595.00
$11,311.20
_ $2,137.50
$550,000.00
$12,000.00
$31,298.00
$28,000.00
$10,000.00
LF @ $14.00 = $14,000.00
LS $25,000.00
EA @ $220.00 = $3,080.00
LS $400,000.00
136 Temporary Onsite Facility Lump LS $65,000.00
Sum
VOLUME I - TOTAL PRICE $6,081,096.70
VOLUME II - IRWIN STREET DRAINAGE IMPROVEMENTS, STAGE I
1-1 Mobilization
LS
= $100,000.00
1-2 Furnish & Install 8'x 6' 1. D.
170
LF
@
$700.00
= $119,000.00
Box Culvert with E-80
Loading
1-3 Furnish & Install 8' x 6' 1. D.
826
LF
@
$550.00
= $454,300.00
Box Culvert with H-20
Loading
a.) Furnish & Install Trash Rack
LS
=
$9,980.00
(Drawing AD -1, AD -2, AD -3)
1-4 Furnish & Install Reinforced Concrete Pipe
A) 72"
136
LF
@
$290.00 =
$39,440.00
B) 60"
185
LF
@
$200.00 =
$37,000.00
C) 54"
451
LF
@
$132.00 =
$59,532.00
D) 36"
87
LF
@
$124.00 =
$10,788.00
E) 24"
38
LF
@
$103.00 =
$3,914.00
F) 12"
136
LF
@
$94.50 =
$12,852.00
G) 48"
14.5
EA
@
$147.00 =
$2,131.50
AGREEMENT • 6
R
1-5 Furnish & Install Type "B" 1
EA
@
$1,363.00 =
$1,363.00
Catch Basin (UCS #221)
1-6 Furnish & Install Type "D" 8
EA
@
$1,640.00 =
$13,120.00
Catch Basin (UCS #223)
1-7 Furnish & Install Type "B" 6
EA
@
$7,000.00 =
$42,000.00
Catch Basin (UCS #203)
1-8 Furnish & Install Turning 1
EA
@
$27,600.00 =
$27,600.00
Structure # 1
1-9 Furnish & Install Turning 1
EA
@
$3,534.00 =
$3,534.00
Structure #2
1-10 Furnish & Install Type "A" 1
EA
@
$1,940.00 =
$1,940.00
Headwall (UCS # 170)
1-11 Remove & Dispose of All Existing
LS
=
$33,722.00
Culverts & All Abandoned Utilities
1-12 Abandon Existing 42" RCP in 300
CY
@
$80.60 =
$24,180.00
Irwin Street (Fill w/ Control
Density Fill)
1-13 Remove Existing Curb/Gutter,
LS
=
$13,800.00
Sidewalk, Concrete Headwalls, &
Existing Catch Basins. (Include
Regrading of Existing Drainage
Ditch)
1-14 Furnish & Install Type "A" 30" 88
LF
@
$14.80 =
$1,302.40
Concrete Curb/Gutter (UCS
#101)
1-15 Furnish & Install Concrete 100
LF
@
$14.10 =
$1,410.00
Sidewalk (UCS #101)
1-16 Remove & Replace Railroad Tracks
LS
=
$24,075.00
(Includes Signals)
1-17 Furnish & Place Imported 1,680
CY
@
$24.80 =
$41,664.00
Backfill -Crushed Rock
(Includes Fabric)
1-18 Furnish & Place Imported Backfill -Class II Aggregate Base
A) Storm Drain Trenches 4,000
CY
@
$22.00 =
$88,000.00
B) Road Base (8") 370
CY
@
$34.70 =
$12,839.00
1-19 Remove & Replace Pavement Surface (Permanent)
A) 4" AC
1) Roadway 33,800
SF
@
$1.75 =
$59,150.00
2) P.G.&E. 990
SF
@
$1.75 =
$1,732.50
B) Saw Cutting 600
LF
@
$0.50 =
$300.00
AGREEMENT • 7
1-20 Provisions for Sheeting, Shoring,
LS =
$80,000.00
b)
Bracing, & other Excavation
7,300
c)
12 -inch Casing
Supports required by the CA Labor
d)
8 -inch Casing
100
Code, the CA Construction Safety
6 -inch Casing
150
fl
Orders of Division of Industrial
5
2. INSTALL
VALVES - WELDED
Safety, & CA Occupational Safety &
@
$80.00
= $400.00
Health Act of 1973
1-21
Potholing of all Underground
LS =
$7,500.00
Utilities
1-22 Type "A" Trash Rack (UCS #250)
LS =
$1,260.00
2-1
Furnish & Install 8" C900 1,029
LF @ $45.00
$46,305.00
PVC Sanitary Sewer
2-2
Furnish & Install 12" WSP Casing
LS
$3,311.00
w/ Skids
2-3
Furnish & Install Sanitary 4
EA @ $4,546.00
$18,184.00
Sewer Manholes Complete
2-4
Modify Existing Sanitary 2
EA @ $620.00
$1,240.00
Sewer Manholes
2-5
Furnish & Install 6" Rodding 1
EA @ $370.00
$370.00
Inlet
2-6
Renew Existing 4" Sanitary 11
EA @ $1,968.00
$21,648.00
Sewer Laterals
2-7
Relocate Existing 14" R.J. Sanitary
LS
$13,886.00
Sewer Force Main (See TAMS, Sheet
D-3)
3-1
Relocate Existing Water Facilities
LS
$15,388.00
Complete In Place
3-2
Relocate Existing Telephone
LS
$1.15
Facilities Complete In Place
4-1
Disposal of Excavated Material Classified as Petroleum
Hydrocarbon Contaminated Soil or Groundwater
A.) Soil 200
TNS @ $72.80
$14,560.00
B.) Water 2,000
GAL @ $3.70
$7,400.00
$21,960.00
VOLUME II - TOTAL PRICE:
$1,471,722.55
VOLUME III - ANDERSEN DRIVE TRANSMISSION LINE
1. INSTALL WELDED STEEL PIPE
a)
24 -inch Casing
400
b)
18 -inch Casing
7,300
c)
12 -inch Casing
300
d)
8 -inch Casing
100
e)
6 -inch Casing
150
fl
4 -inch Casing
5
2. INSTALL
VALVES - WELDED
LF
LF
@
$38:35
= $15,340.00
LF
@
$38.00
= $277,400.00
LF
@
$57.20
= $17,160.00
LF
@
$31.50
= $3,150.00
LF
@
$58.10
= $8,715.00
LF
@
$80.00
= $400.00
AGREEMENT • 8
AGREEMENT • 9
a) 18 -inch
9
EA
@
$510.00
= $4,590.00
b) 12 -inch
4
EA
@
$375.00
= $1,500.00
c) 8 -inch
3
EA
@
$198.00
= $594.00
d) 6 -inch
9
EA
@
$143.00
= $1,287.00
3.
INSTALL FITTINGS - WELDED
a) 18 -inch
40
EA
@
$396.00
= $15,840.00
b) 12 -inch
12
EA
@
$272.00 =
$3,264.00
c) 8 -inch
18
EA
@
$128.00 =
$2,304.00
d) 6 -inch
2
EA
@
$151.00 =
$302.00
e) 4 -inch
2
EA
@
$138.00 =
$276.00
4.
INSTALL FITTINGS - NON -WELDED
a) 18 -inch w/harness
9
EA
@
$1,850.00 =
$16,650.00
assembly
b) 12 -inch w/harness
1
EA
@
$1,586.00 =
$1,586.00
assembly
c) 8 -inch
10
EA
@
$174.00 =
$1,740.00
d) 4 -inch
3
EA
@
$150.00 =
$450.00
5.
MAKE CONNECTIONS TO EXIST. PIPE
a) 18 -inch
2
EA
@
$2,815.00 =
$5,630.00
b) ' 12 -inch
3
EA
@
$2,760.00 =
$8,280.00
c) 8 -inch
5
EA
@
$1,490.00 =
$7,450.00
d) 4 -inch
1
EA
@
$2,110.00 =
$2,110.00
e) 6 -inch Hottap for hydrant
1
EA
@
$1,237.00 =
$1,237.00
6.
INSTALL 6 -INCH FIRE
8
EA
@
$1,237.00 =
$9,896.00
HYDRANT
7.
INSTALL AIR RELEASE
5
EA
@
$1,430.00 =
$7,150.00
VALVE ASSEMBLY
8.
INSTALL TAPS 8s
4
EA
@
$273.00 =
$1,092.00
CONNECTIONS FOR
SERVICE LATERALS
9.
INSTALL COPPER SERVICE
250
LF
@
$23.15 =
$5,787.50
PIPE
10.
FURNISH & PLACE
1,200
CY
@
$24.00 =
$28,800.00
IMPORTED BACKFILL -
SELECT SAND
11.
FURNISH & PLACE CLASS 2
1,500
CY
@
$26.00 =
$39,000.00
AGG. BASE BACKFILL
12.
REMOVE & REPLACE
3,500
SF
@
$3.15 =
$11,025.00
SURFACES
13.
PROVIDE DEEPWELL ANODE 8s RECTIFIER
a) Anode 8v Rectifier
1
LS
=
$20,175.00
b) Drilling for Anode
150
FT
@
$67.00 =
$10,050.00
14.
SHEETING & SHORING
1,000
LF
@
$12.50 =
$12,500.00
VOLUME III - TOTAL PRICE:
$542,730.50
AGREEMENT • 9
VOLUME IV - ANDERSEN DRIVE SANITARY SEWER IMPROVEMENTS
1.
West Francisco Pump Station
LS
$220,000.00
2.
14" PVC Sewer Main AWWA
1,150 LF @ $57.00
= $65,550.00
C-900 (DR= 18) A Line
between Stations A 0+00 and
11+50
3.
12" PVC Sewer Main AWWA
32 LF @ $188.00
= $6,016.00
C-900 (DR= 18) A Line
between Stations A 11+50
and 11+82
4.
14" PVC Sewer Main AWWA
52 LF @ $59.00 =
$3,068.00
C-900 (DR=18) A-1 Line
between Stations A-1 0+00
and 0+52
5.
6" DI Sewer Main A-2 Line
145 LF @ $47.00 =
$6,815.00
between Stations A-2 0+00
and 1+45
6.
6" DI Sewer Main A-3 Line
283 LF @ $30.00 =
$8,490.00
between Stations A-3 0+00
and 2+07
7.
10" PVC Sewer Main AWWA
585 LF @ $132.00 =
$77,220.00
C-900 (DR=18) B Line
between Stations B 0+15 and
6+00
8.
6" PVC Sewer Main AWWA C-
75 LF @ $112.85 =
$8,463.75
900 (DR= 18) B Line between
Stations B 6+15 and 6+75
9.
10" PVC Sewer Main AWWA
10 LF @ $57.15 =
$571.50
C-900 (DR= 18)
interconnection, B-1 Line
10.
12" PVC Sewer Main AWWA
215 LF @ $131.50 =
$28,272.50
C-900 (DR=18) C Line
between the existing stub at
Stations C 0+30 and 2+45
11.
10" PVC Sewer Main AWWA
585 LF @ $47.60 =
$27,846.00
C-900 (DR= 18) C Line
between Stations C 2+45 and
8+30
12.
8" PVC Force Main AWWA C-
594 LF @ $28.90 =
$17,166.60
900 (DR= 18) C Line between
Stations C 8+30 and 14+24
13.
8" PVC Sewer Main AWWA C-
708 LF @ $56.00 =
$39,648.00
900 (DR= 18) D Line between
Stations D 0+08 and 7+16
AGREEMENT • 10
14.
8" PVC Sewer Main AWWA C- 232
LF @ $67.00 = $15,544.00
900 (DR=18) D-1 Line
between Stations D-1 0+00
and 1+57 and 6" PVC Lateral
15.
10" PVC Sewer Main AWWA 75
LF @ $95.00 = $7,125.00
C-900 (DR= 18) E Line
between Stations E 0+83 and
1+58
16.
10.75" O.D. Polyethylene Slip 781
LF @ $28.25 = $22,063.25
Liner (DR= 17) E Line between
Stations E 1+58 and 9+39
17.
Construct new standard 4' 20
EA @ $3,800.00 = $76,000.00
diameter manholes, complete
with cast-iron frame and
cover
18.
Construct new standard 4' diameter
LS = $7,716.00
manhole with PVC baffle at Station
E1+58, complete with cast-iron frame
and cover
19.
4" PVC Drop Connections, including
LS $562.00
connections to the existing sewer
with adapter coupling
20.
Remove existing manholes in 3
EA @ $1,875.00 = $5,625.00
alignment of new sewer,
salvage castings
21.
Remove existing manholes 6
EA @ $2,040.00 = $12,240.00
outside alignment of new
sewer, salvage castings
22.
Construct new standard 6" 1
EA @ $340.00 = $340.00
Rodhole with new cast-iron
frame and cover
23.
4" CI Sewer Laterals, 602
LF @ $80.00 = $48,160.00
including excavation,
backfilling, connections to
existing laterals and new
sewer main, sidewalk
restoration, testing and traffic
control
24.
4" CI Double Cleanouts with 19
EA @ $330.00 = $6,270.00
cap on 4" lateral, including
precast concrete meter box
with steel checker plate traffic
lid over cleanout
AGREEMENT • 11
25.
Field locate existing private 20
EA @ $34.00 = $680.00
sewer Laterals and connect to
new sewer main line
26.
Remove check valves and 2
EA @ $1,121.00 = $2,242.00
rebuild inverts in existing
Manholes near E Line
27.
Abandon existing sewer on 1,460
LF @ $13.30 = $19,418.00
Andersen Drive by filling
existing sewer with concrete
slurry, concrete plugs
28.
Excavation of rock and 50
CY @ $170.00 = $8,500.00
concrete rubble which cannot
be dug with a Caterpillar 235
backhoe or equivalent
29.
Internal televising of the 4,928
LF @ $1.15 = $5,667.20
completed 8" sewer line,
excluding siphon
30.
Potholing of all underground utility
LS = $1,744.00
mains and services
31.
Bracing, shoring and sheathing for
LS = $1.00
all excavations, pursuant to
applicable safety orders, including
required CAL/OSHA shoring permit
VOLUME IV - TOTAL PRICE:
$749,024.80
VOLUMES I, II, III, AND IV - TOTAL PRICE:
$8,844,574.55
V - Progress Payments
(a). On not later than the 6th day of every month the Public Works Department
shall prepare and submit an estimate covering the total quantities under each
item of work that have been completed from the start of the job up to and
including the 25th day of the preceding month, and the value of the work so
completed determined in accordance with the schedule of unit prices for such
items together with such supporting evidence as may be required by the City
and/or Contractor.
(b). On not later than the 15th day of the month, the City shall, after deducting
previous payments made, pay to the Contractor 90% of the amount of the
estimate as approved by the Public Works Department.
(c). Final payment of all moneys due shall be made within 15 days after the
expiration of 35 days following the filing of the notice of completion and
acceptance of the work by the Public Works Department.
(d). The Contractor may elect to receive 100% of payments due under the contract
from time to time, without retention of any portion of the payment by the public
agency, by depositing securities of equivalent value with the public agency in
accordance with the provisions of Section 4590 of the Government Code. Such
securities, if deposited by the Contractr, shall be valued by the City's Finance
Director, whose decision on valuation of the securities shall be final.
AGREEMENT • 12
VI - Acceptance and Final Payment
(a)
0
(c)
Upon receipt of written notice that the work is ready for final inspection and
acceptance, the Engineer shall within 5 days make such inspection, and when he
finds the work acceptable under the Contract and the Contract fully performed, he
will promptly issue a Notice of Completion, over his own signature, stating that the
work required by this Contract has been completed and is accepted by him under
the terms and conditions thereof, and the entire balance found to be due the
Contractor , including the retained percentage, shall be paid to the Contractor by
the City within 15 days after the expiration of 35 days following the date of
recordation of said Notice of Completion.
Before final payment is due the Contractor shall submit evidence satisfactory to the
Engineer that all payrolls, material bills, and other indebtedness connected with
work have been paid, except that in case of disputed indebtedness or liens the
Contractor may submit in lieu of evidence of payment a surety bond satisfactory to
the City guaranteeing payment of all such disputed amounts when adjudicated in
cases where such payment has not already been guaranteed by surety bond.
The making and acceptance of the final payment shall constitute a waiver of all
claims by the City, other than those arising from any of the following: (1) unsettled
liens; (2) faulty work appearing within 12 months after final payment; (3)
requirements of the specifications; or (4) manufacturers' guarantees. It shall also
constitute a waiver of all claims by the Contractor , except those previously made
and still unsettled.
(d) If after the work has been substantially completed, full completion thereof is
materially delayed through no fault of the Contractor, and the Engineer so certifies,
the City shall, upon certificate of the Engineer, and without terminating the
Contract, make payment of the balance due for that portion of the work fully
completed and accepted.
Such payment shall be made under the terms and conditions governing final payment,
except that it shall not constitute a waiver of claims.
IN WITNESS WHEREOF, City and Contractor have caused their authorized
representatives to execute this Agreement the day and year first written above.
ATTEST: CITY OF N RAFAEL:
anne M. Leoncini A140drt Bor! j
City Clerk Mayor �\
APPROVED AS TO FORM: LUN I KA.
ttl rresiaent
Gary T. Ragghianti 110(,— Vice President/ Secretary
City Attorney Ghil nstruction Company
AGREEMENT 0 13