2013, 08-20 Study Session MINUTES
SPOKANE VALLEY CITY COUNCIL
REGULAR MEETING
STUDY SESSION FORMAT
Spokane Valley City Hall Council Chambers
Spokane Valley,Washington
August 20,2013 6:00 p.m.
Attendance:
Councilmembers Staff
Tom Towey,Mayor Mike Jackson, City Manager
Gary Schimmels,Deputy Mayor Cary Driskell, City Attorney
Dean Grafos,Councilmember Erik Lamb,Deputy City Attorney
Chuck Hafner, Conned'member Mark Calhoun,Finance Director
Rod Higgins, Councilmember Mike Stone,Parks&Recreation Director
Ben Wick, Councilmember Steve Worley, Senior Engineer
Arne Woodard, Councihnember Gabe Gallinger, Senior Development Engineer
Rick VanLeuven,Police Chief
Carolbelle Branch, Public Information Officer
Chris Bainbridge, City Clerk
Mayor Towey called the meeting to order at 6:00 p.m.
ROLL CALL: City Clerk Bainbridge called the roll, all Councilmembers were present.
ACTION ITEMS:
1. Sullivan Bridge Drain Retrofit Project—Eric Guth
It was moved by Deputy Mayor Schimmels and seconded, to award the Sullivan Bridge Drain Retrofit
Project, #0150, to West Company in the amount of$232,918.50 and to authorize the City Manager to
finalize and execute the construction contract. In Mr. Guth's absence, Engineer Worley explained that
this project will eliminate direct discharge of stormwater from the northbound Sullivan Road bridge deck
into the Spokane River; said we were awarded a grant from the Department of Ecology; that we received
three bids for this project with West Company as the low bidder, coming in slightly higher than the
engineer's estimate, Mr. Worley said this is not a typical project for us and we did our best to come up
with an estimate; he said there is sufficient grant money to cover the increase above the engineer's
estimate. Mayor Towey invited public comment; no comments were offered. Vote by acclamation: In
Favor: Unanimous. Opposed:None. Motion carried.
2. Wellesley Avenue Sidewalk and Adams Road Sidewalk Project—Eric Guth
It was moved by Deputy Mayor Schimmels and seconded to award the bid for the Wellesley Avenue
sidewalk and Adams Avenue sidewalk project#0168 to Cameron Reilly in the amount of$542,200; and to
authorize the City Manager to finalize and execute the construction contract. Mr. Worley explained that
we received one bid and assumed the reason is likely because there are many projects going on now and a
lot of contractors are very busy; and said the bid came in less than the engineer's estimate. Mayor Towey
invited public comment; no comments were offered. Vote by acclamation: In Favor: Unanimous.
Opposed:None. Motion carried.
3. Carnahan, Indiana &Sprague Street Preservation Project—Eric Guth
It was moved by Deputy Mayor Schimmels and seconded to award the Carnahan, Indiana & Sprague
Street Preservation Project #0180 to Spokane Rock Products in the amount of$999,134.45 and to
authorize the City Manager to finalize and execute the construction contract. Mr. Worley said that this is
Council Study Session Minutes 08-20-2013 Page of 3
Approved by Council:09-17-2013
phase 3 of the street preservation projects for 2013; and that phase 2 has been delayed until next year due
to some funding issues; he said this is the next project in line for street preservation. Mr. Worley
explained that there were four bidders, with the base bid slightly higher than the engineer's estimate,
likely due to the traffic control item being a larger part of the project than anticipated. Mayor Towey
invited public comment; no comments were offered. Vote by acclamation: In Favor: Unanimous.
Opposed:None. Motion carried.
4. 14th Avenue Stormwater Update—Eric Guth
It was moved by Deputy Mayor Schimmels and seconded to award the 14th Avenue Stornnvater Upgrade
Project to Big Sky Development in the amount of$297,154 and to authorize the City Manager to finalize
and execute the construction contract. Mr. Worley said that this project is just west of Carnahan Road;
that 14th is fairly steep with narrow shoulders and results in a significant amount of runoff, which leads to
erosion; and said this project will help that situation; said Big Sky is a contractor we haven't worked with
before; and their bid came in less than the engineer's estimate.Mayor Towey invited public comment; no
comments were offered. Vote by acclamation:In Favor: Unanimous. Opposed.'None. Motion carried.
Recognition of Elected Officials-Sullivan Bridge News
Mayor Towey said he wanted to recognize and welcome Senator Mike Padden, who just walked in, and
Mr. Jim Robinson from Representative Matt Shea's office,
City Manager Jackson announced he has good news to report: said that late in 2009 when we first learned
the Sullivan Bridge was structurally deficient, public works began looking for funding for that project;
that there were some weight restrictions that closed the bridge and consequently in 2012, temporary
repairs were put in place to remove those temporary weight restrictions; said this project has been a major
priority since then and for the 2013 Legislative Session,this was our only capital projects priority; he said
the project did not receive direct appropriation, but the high priority has now led to this announcement,
that there are now sufficient funds so we can proceed with the bidding in January of 2014. Mr. Jackson
said the contractor, CH2M Hill completed 90% of the drawings and had a reduced estimate, but said the
real break was in collaboration with us and the Transportation Improvement Board(TIB), as they enabled
us to remove the contingencies. As shown on his PowerPoint presentation, Mr. Jackson explained the
project timeline to date, from October 2009 with the annual inspection to June 2011 having weight
restrictions posted, to September 2011 with Council authorizing funding for temporary repairs, to
receiving notice in November 2012 of receiving $3,5 million in Washington State Transportation
Improvement Board funding, to now receiving notification that TIB will underwrite up to $500,000 on
contingency funding. Mr. Jackson explained that project funding was modified to include receipt of$8
million from the Federal Bridge Program, $1.5 million in Washington State Freight Mobility Strategic
Investment Board funds, $3.5 million in Washington State Transportation Improvement funds, and a
transfer from the City of Spokane Valley General Fund of $2,320,000 to the City's Capital Projects
reserve.
Senator Padden expressed thanks to Mr. Jackson and the City Council, along with thanks to
Representatives Shea and Crouse, and Senator King, who all worked closely to get the TIB to come
forward with some additional funds, and said we all know how important that road is to our area for jobs
and future economic development; said that there were no new projects funded in the Transportation
Budget this last year, and while it would have been natural to try again the following year, they wanted to
continue to see if there were other avenues, and said fortunately the TIB was very interested in this; and
the thanked staff for working with the TIB to get this accomplished. Mr.Robinson,Representative Shea's
assistant, stated he was glad it all worked out and extended appreciation to Senator Padden for his
pressure in solving this problem. Mr. Jackson also extended thanks to Council, to Senators Padden and
Council Study Session Minutes 08-20-2013 Page 2 of 3
Approved by Council:09-17-2013
King, to Representatives Shea and Crouse, to Washington State TIB Board Director Steve Gorcester, and
to Spokane Valley Public Works Director Guth and Senior Engineer Worley for their efforts.
NON-ACTION ITEMS:
5. Crime Prevention Officer Discussion-Chief VanLeuven,Deputy Chris Johnston
Police Chief VanLeuven introduced Deputy Johnston, designated Crime Prevention Officer for Spokane
Valley; and through their PowerPoint presentation, explained some of the various pro-active measures
used in Spokane Valley to prevent crimes from occurring and to prevent people from becoming victims,
Council expressed appreciation for their work in crime prevention.
6.Advance Agenda-Mayor Towey
Councilrnember Woodard mentioned there appears to be no future agenda item for city hall; said he
would like to have the Police Chief come talk about the police precinct and what we have and are
working with in conjunction with a city hall. Mr. Jackson responded that he will have discussions with
Chief VanLeuven concerning enlarging the scope to include a police precinct, as that was not originally
considered; said if that is something we want to consider and if that is Council's direction, the location
shouldn't matter; he said he feels we have a good police precinct;that if there was a serious shortfall or if
this is something for consideration, that he will have that discussion as well; adding that just today he
received a first draft of refurbishing costs to apply to the facility they looked at, or any other facility; and
said a general discussion could be held in a few weeks concerning remodeling versus new.
7. Information Only: (a)Spokane Regional Transportation Committee Update, and (b) Initiative 502
Update,were for information only and were not reported or discussed.
8, Council Check-in—Mayor Towey
Mayor Towey extended congratulations to Councilmember Woodard for receiving his certificate in
Municipal Leadership conducted through the Association of Washington Cities.
9. City Manager Comments—Mike Jackson Mr.Jackson had no comments.
It was moved by Deputy Mayor Schimmels, seconded and unanimously agreed to adjourn. The meeting
adjourned at 7:04 p.m.
It•mas E. Towey,Mayor
r . .
Lai
. ... r �f
hristine Bainbridge, City Clerk
Council Study Session Minutes 08-20-2013 Page 3 of 3
Approved by Council:09-17-2013
BID TABULATION
Sullivan Bridge Drain Retrofit Project
Project CIP No. 0150
BID OPENING DATE - August 19th,2013 2:30 P.M.
Addendums acknowledged
Bid deposit surety bond
MBE/WBE Sub List
Mobilization%of total
-6)6' cit)43
YES
YES
YES
$0.10
YES
YES
YES
$0.04
YES
YES
YES
$0.06
Engineer's Estimate
West Company,Inc.
TML Construction Inc.
Realm Inc.
ITEM
NUMBER
ITEM
' Unit
TOTAL ..
QUANTITY
'Unit Price '
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
SCHEDULE A
. . .. ..
-North Bcund Bridge Work . . .
.
.
.
. ...,.,
... ,. ._
. ..,.
;
. .
,. .
101
MOBILIZATION
LS
I
LS
$19,000.00
LS
$23,235.00
LS
$12,500.00
LS
LS
$16,000.00
$5,500.00
$4,200.00
$15,000.00
102
SCH A CONSTRUCTION SURVEYING
LS
1
LS
$500.00
LS
$5,800.00
LS
$5,000.00
LS
103
SCH A SPCC PLAN
LS
1
LS
$250.00
LS
$700.00
LS
$500.00
104
SCH A PROJECT TEMPORARY-TRAFFIC-CONT-ROL
-LS
-1
--LS
$5,000.00
. -LS
$15,100.00
LS
$13,000.00
LS
LS
$2,100.00
105
CLEARING AND GRUBBING
1
-LS
'$500.00
- LS
$1,755.00
LS
$5,000.00
LS
$6,500.00
$3,528.00
106
SCH A MISCELLANEOUS REMOVAL
LS
1
LS
$1,000.00
. LS
$1,750.00
LS
$2,000.00
$3.15
107
SAWCUT ACP PAVEMENT
LF-IN
1120
$1.00
- $1,120.00
$0.51
$571.20
$1.00
$1,120.00
$315.00
108
REMOVE ASPHALT CONCRETE PAVEMENT
SY
100
$10.00
$1,000.00
$15.15
$1,515.00
$14.00
$1,400.00
$3.15
109
REMOVE PCC CURB AND GUTTER
LF
20
$35.00
$700.00
$8.30
$166.00
$25.00
$500.00
$2625
$525.00
110
REMOVE PCC SIDEWALK/DRIVEWAY APPROACH
SY
12
$10.00
$120.00
$15.80
$189.60
$40.00
$480.00
$21.00
$252.00
111
CRUSHED SURFACING TOP COURSE,8 IN DEPTH
BY
100
.430.00
$3;000.00
-$15.10
$1,510.00
$40.00
$4,000.00
$16.00
$1,600.00
112
HMA CL.1/2"PG 70-28,0.50 FT DEPTH,PATCH
SY
100
$60.00
- $6,000.00
$102.75
$10,275.00
$127.50
$12,750.00
$130.00
$13,000.00
113
JOB MIX COMPLIANCE PRICE ADJUSTMENT
CALC
1
$0.00
$0.00
-$1.00
($1.00)
-$1.00
-$1.00
($1.00)
($1.00)
-$1.00
-$1.00
LS
($1.00)
($1.00)
$1,000.00
$6,240.00
$1,260.00
$6,216.00
114
COMPACTION PRICE ADJUSTMENT
CALC
1
$0.00
$0.00
-$1.00
($1.00)
115
SCH A STORM TRENCH EXCAVATION SYSTEM
.LS
-1
.. LS
.$500.00
LS
$525.00
LS
$25,300.00
116
PVC SEWER PIPE 10 IN.DIAM.
LF
195
$70.-00
'$13,650.00
$53.00
$10,335.00
$17.00
$3,315.00
$32.00
$42.00
117
PVC SEWER PIPE 12 IN.DIAM.
LF
30
$80.00
$2,400.00
$56.00
$1,680.00
$27.00
$810.00
118
DUCTILE IRON SEWER PIPE 12 IN.DIAM.
LF
84
$120.00
$10,080
$119.00
$9,996.00
$63.00
$5,292.00
$74.00
$4,200.00
119
CATCHBASIN,TYPE 1
EA
2
$4,000.00
187100.00
$2,410.00
$4,820.00
$1,800.00
$3,600.00
$2,100.00
$840.00
120
SPILL CONTROL SEPARATOR
EA
2
$500.00
$1.000.00
$480.00
$960.00
$600.00
$1,200.00
$420.00
$12,800.00
$4,500.00
121
CATCH BASIN TYPE 2,48 IN.DIAM.
EA
4
$5,000.00
$20,000.00
$2,440.00
$9,760.00
$2,700.00
$10,800.00
$3,200.00
122
SCH A EROSION CONTROL
LS
1
LS
$500.00
LS
$800.00
LS
$1,700.00
LS
$3,997.40
123
SEEDING,FERTILIZING,MULCHING
SY
506
$2.00
$1,012.00
$1.95
$986.70
$3.50
$1,771.00
$7.90
124
TOPSOIL,TYPE C
CY
24
$50.00
$1,200.00
$118.00
$2,832.00
$150.00
$3,600.00
$35.50
$852.00
$1,300.00
125
CEMENT CONC.TRAFFIC CURB&GUTTER
LF
20
$35.00
$700.00
$53.25
$1,065.00
$90.00
$1,800.00
$65.00
126
CEMENT CONCR.SIDEWALK
SY
12
$50.00
$600.00
$106.60
$1,278.00
$150.00
$1,800.00
$109.00
LS
$1,308.00
$100,000.00
127
NB BRIDGE DRAIN PIPING SYSTEM
LS
1
LS
$65 000.00
LS
$69,000.00
LS
$88,000.00
128
NB BRIDGE HANGER ASSEMBLY SYSTEM
LS
1
LS
$20,000.00
LS
_
$37,000.00
LS
$66,000.00
LS
LS
$30,500.00
$15,000.00
129
NB BRIDGE DIAPHRAGM CORE DRILL HOLES
LS
1
LS
$2 800.00
LS
$13,150.00
LS
$11,300.00
130
REMOVE AND REINSTALL GUARDRAIL
LF
20
$50.00
$1,000.00
$60.10
$1,202.00
$73.00
_ $1,460.00
$95.00
$1,800.00
FENCE
LF
187
$7.00
$1,309.00
$8.60
$1,589.50
$5.00
$935.00
$4.30
$804.10
131
TEMPORARY
SILT FENCE
LF
450
$5.00
$2,250.00
$6.21
$2,812.50
$3.50
$1,575.00
$8.00
$3,600.00
132
133
HAND PLACED RIPRAP
CY
2
$200.00
$400.00
$126.00
$252.00
$800.00
$1,600.00
$220.00
$440.00
134
PROJECT SIGN
LS
1
LS
$500.00
LS $510.00
LS
$1,000.00
LS
$1,100.00
... . _
..
_ .
lirr-111111ERM
Addendums acknowledged
Bid deposit surety bond
MBE/WBE Sub List
Mobilization%of total
-6)6' cit)43
YES
YES
YES
$0.10
YES
YES
YES
$0.04
YES
YES
YES
$0.06
BIB TABULATION ..: Q:of.WAS �6 '',2
Wellesley Ave Sidewalk and Adams Rd Sidewalk Project pU Ile 40�`� •
Project C!P No. 0168 Valley t
r`.
iayst„..
469 0Eo
Q/STE7
BID OPENING DATE - August 16,2013 11:00 A.M. S/OVAL •gl,to f p k3
Engineer's Estimate Cameron-Reilly
ITEM
NUMBER ITEM Unit QTOTAL ITY Unit Price Total Cost Unit Price Total Cost
BASE BID-Sidewalk Improvements on Wellesley and Adams
101 MOBILIZATION LS 1 LS $45,00000 LS $33,657.00
102 CONSTRUCTION SURVEYING LS 1 LS $4 000.00 LS $16 500.00
_ 103 PROJECT TEMPORARY TRAFFIC CONTROL LS 1 LS $6,000.00 LS $20,000.00
104 EROSION CONTROL LS 1 LS 51 000.00 LS $1 500.00
105 SPCC PLAN LS 1 LS $500.00 LS $750.00
106 CLEARING AND GRUBBING LS 1 LS $3000.00 LS $27000.00
107 LARGE TREE REMOVAL EA 6 $750.00 54,50000 51,70000 $10200.00
108 REMOVE PCC SIDEWALK/DRIVEWAY APPROACH SY 470 $7.00 $3290.00 $12.00 $5640.00
109 REMOVE PCC CURB LF 1 750 $4.00 $7,000.00 $7.00 $12,250.00
110 SAWCUT ACP PAVEMENT LF-IN 9 500 $1.00 $9 500.00 $1.00 $9 500.00
111 REMOVE ASPHALT CONCRETE PAVEMENT SY 840 $7.00 $5 880,00 $12.00 $10 080.00
112 REMOVE FENCE LF 20 $15.00 $300.00 $20.00 $400.00
113 ROADWAY EXCAV,INCL.HAUL CY 200 $30.00 $6 000.00 $35.00 $7 000.00
114 EMBANKMENT COMPACTION METHOD C CY 80 $20.00 $1 600.00 $15.00 $1 200.00
115 CRUSHED SURFACING TOP COURSE 2 IN.DEPTH SY 650 $4.00 $3,400.00 $3.53 $3,000,50
116 CRUSHED SURFACING TOP COURSE,4 IN,DEPTH SY 4 200 $5.00 $21 000.00 $7.75 $32550.00
117 CRUSHED SURFACING TOP COURSE 6 IN.DEPTH SY 650 $12.00 $7 800.00 $10.00 $8 500.00
118 HMA.CL,112"PG 64-28 .17 FT DEPTH SY 160 $25.00 $4 500.00 $22.00 $3 960.00
119 HMA.CL.112"PG 64-28 .33 FT DEPTH SY 470 $35.00 $15,450,00 $33,00 ' $15,510,00
120 JOINT ADHESIVE LF 2620 $125 $3275.00 $1.00 $2620.00
121 JOB MIX COMPLIANCE PRICE ADJUSTMENT CALC 1 $1.00 $1.00 1 $1.00
122 COMPACTION PRICE ADJUSTMENT CALC 1 -$1.00 ($1.00) $1.00 2
123 ADJUST FXISITNG CATCHBASIN OR DRYWELL EA _ 2 $300.00 $600.00 $600.00 $1 200.00 '
124 ADJUST EXISTING GAS VALVE EA 1 $250.00 $250.00 - $350.00 $350.00
125 ADJUST EXISTING DRY UTILITY VAULT EA 3 $300.00 $900.00 $600.00 $1 800.00
126 ADJUST EXISTING VALVE BOX EA 7 $240.00 $1,680.00 $300.00 $2,100,00 t
127 ADJUST EXISTING WATER METER BOX EA 2 $300,00 $600.00 $350.00 $700.00
128 CEMENT CONCRETE PEDESTRIAN CURB LF 315 $18.00 $5 670.00 $15.00 $4 725.00
129 CEMENT CONCRETE CURB LF 1 150 $25.00 $28 750.00 $14.00 $16,100,00
130 MODIFIED CEMENT CONCRETE CURB IF 2,650 $30.00 $79 500.00 $16.50 $43 725.00
131 CEMENT CONCRETE CURB AND 18"GUTTER IF 1 400 530.00 $42 000.00 $12.00 $16 800.00
132 DRIVEWAY APPROACH SY 1010 $35.00 $35350.00 $32.00 $32320.00
133 CEMENT CONCRETE SIDEWALK SY 2 500 $30.00 $75,000,00 $25.90 564,750,00
134 CEMENT CONCRETE CURB RAMP PARALLEL TYPE A EA 12 $1,500,00 $16,000.00 $1 000.00 $12 000.00
135 CEMENT CONCRETE CURB RAMP PARALLEL TYPE B EA 1 $1 500.00 51 500.00 $1,000.00 $1,000.00
136 CEMENT CONCRETE CURB RAMP PERPENDICULAR TYPE A EA 3 $1 500.00 $4,500.00 $1 000.00 $3,000.00
137 CEMENT CONCRETE CURB RAMP SINGLE DIRECTION TYPE A EA 3 $1 400.00 $4 200.00 $1,000.00 $3 000.00
138 TOPSOIL TYPE B SY 450 57.00 $3 150.00 $7.00 $3 150.00
139 BARK MULCH SY 50 530.00 $1 500.00 $12.00 $600.00
140 SOD INSTALLATION SY 450 $10.00 _ $4 500.00 $16.00 $7,200.00
141 RIVER ROCK SY 70 $30.00 $2 100.00 $12.00 $840.00
142 SMALL RIVER ROCK SY 60 $45.00 $2,700.00 $10.00 $600.00
143 IRRIGATION SYSTEM REVISIONS EA 2 $1 000.00 $2 000.00 $2 500.00 55 000.00 1
144 MAILBOX SUPPOSRT PADS AND BOLTS EA 2 $1 000.00 52,000.00 $500.00 51,000.00
145 REMOVE AND REINSTALL CHAINLINK FENCE IF 220 $40,00 $8 800.00 $40,00 $8 800.00
146 TMEPORARY FENCING LF 260 $5.00 $1 300.00 510.00 $2,600.00
147 SEGMENTAL CONCRETE MASONRY RETAINING WALL SF 26 545.00 $1 170.00 $100.00 $2 600.00
148 PERMANENT SIGNING LS 1 $4000.00 $4 000,00 LS $5000.00
149 PAINTED CROSS WALK SF 100 $5.00 $500.00 $3.00 $300.00
150 DELINEATOR&CORE HOLE EA 5 5180.00 $900.00 $100.00 $500.00
151 REMOVE PAVEMENT MARKING LS 1 $500.00 $500.00 LS $1,004.00
TCJTAL'BASE BID$ 486,2'i$.00 ' '$ 462,587.507'
SCHEDULE A-Storm Drainage Improvements ,
201 MOBILIZATION LS 1 LS $10000.00 ff $1,500.00
202 CONSTRUCTION SURVEYING LS 1 LS $1 000.00 ® $1,000,00
203 PROJECT TEMPORARY TRAFFIC CONTROL LS 1 LS $2 000.00 ® 51 000.00
204 TRENCH EXCAVATION SAFETY SYSTEM LS 1 LS $1 000.00 $750.00
205 EROSION CONTROL LS 1 LS $500.00 1 $750.00
206 SPCC PLAN LS MUM IS $500.00 ® $500.00
207 REMOVE PIPE SUMP OR DRYWELL EA I $750.00 $750.00 51 000.00 $1 000.00
208 SAWCUT ACP PAVEMENT LF-IN 7 000 $1.00 $7 000.00 $1.00 $7 000.00
209 REMOVE ASPHALT CONCRETE PAVEMENT SY 400 $7.00 $2 800.00 $10.00 $4,000.00
210 ROADWAY EXCAV.INCL.HAUL CY 400 $30.00 $12 000.00 $40.00 $16 000.00
850
590.00 $76,500.00 $46,112.50
!ffl f/21 C`{fi`l1 OU4 OUS SHOULDER DRAIN SY 'l ",'4.r 1 E rk !I 'f∎t tl{ ' - r ��(� 1 I
'.IL°J_1_=11. `1.--elLi..174 C, 'Cr�„1' .,".I.. .A_ 1t��iC- -410 I ' '5 Ei c. ��I
Addendums acknowledged Yes
Bid deposit surety bond Yes
Representations and Certifications No I
Mobilization%of total 6.49%
1
BID TABULATION
2013 Street Preservation Project-Phase'3
Project CIP No. 0180
BID OPENING DATE - August 19th,2013 2:00 P.M.
3
Engineer's Estimate
Spokane Rock Products
Inland Asphalt
Poe Asphalt
Shamrock Paving
ITEM
NUMBER
ITEM
Unit
TOTAL
QUANTITY
Unit Price
Total Cost
Unit Price
Total Cast
Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
100
MOBILIZATION
CONSTRUCTION SURVEYING
LS
LS
LS -LS
LS LS
$85,000.00
$5,000.00
LS
LS -
$55,007.00
$12,500.00
LS
LS
$42,500.00
$4,070.00
LS
LS
$64,974.54
$12,500.02
LS
LS
$75,000.00
$5,000.00
101
102 SPCCPLAN
LS
LS -LS
$1,500.00
LS
$2,500.00
LS
$500.00
LS
$2,500.03
LS
$500.00
103 PROJECT TEMPORARY TRAFFIC CONTROL -
'LS .
LS LS
$30,000.00
LS
$123,000.00
LS
$108,000.00
LS
$134,000.03
LS
$90,000.00
104 REMOVE PCC MEDIAN CURB AND ISLAND
SY :
214 .- .§ -10.00
- $2,140.00-
'$9.45
$2,022.30
$20.00
$4,280.00
$5.00
51,070.00
$12.00
$2,568.00
105 SAWCUT AC PAVEMENT
^>'1F4N'=
^11992 "'$ _"0:50
-'"5956.00
1
$1,992.00
$0.25
$498.00
$0.25
$498.00
$0.30
$597.60
106 REMOVE PCC CURB AND GUTTER -
LF -
274 $ '7:50
- '$2,055.00
-$7.35
$2,013.90
$3.00
$822.00
$8.00
$2,192.00
$9.00
$2,466.00
107 REMOVE PCC SIDEWALK/DRIVEWAYAPPROACH -
SY-
-165 $ 7.50-
51,38750
$9.45
$1,748.25
56.00
$1,110.00
$5.00
$925.00
$10.00
$1,850.00
128 CRUSHED SURFACING TOP COURSE,2IN DEPTH -
-SY
1,545 $ 6.00
$8,270.00
$5.00
$7,726.00
$5.65
$8,726.25
$4.06
$6,272.70
$8.50
$10,042.50
1 D9 CRUSHED SURFACING TOP COURSE,4IN DEPTH
SY
188 $ 12.00
$2,256.00
$28.00
$5,284.00
$15.25
$2,867.00
$4.87
$915.56
$13.00
$2,444.00
110 CRUSHED SURFACING TOP COURSE,8-IN DEPTH
-SY .
....214 .-$ ._ 18.00
.$3,852.00
..-$35.00
$7,490.00
$22.35
$4,782.90
$9.63
$2,060.82
$23.00
$4,922.00
..
111 BITUMINOUS PLANING,2 IN DEPTH -
SY
.685 '- $ - 2.00
- $1,370.00
-$9.00
$6,165.00
$5.30
$3,830.50
$16.78
$11,404.30
$10.00
$6,850.00
112 BITUMINOUS PLANING,2 IN DEPTH WHEELPATH
'-SY '.
3,882 - $ 2.50
$9,205.00
$3.00
$11,046.00
$10.30
$37,924.60
$11.62
$42,784.84
$12.50
$46,025.00
113 BITUMINOUS PLANING,3/8 IN DEPTH
-SY
18,066 $ .1.00
$18,066.00
$1.50
$27,099.00
$2.50
$45,185.00
$2.57
$46,429.62
$3.50
$63,231.00
1t4 SHIM PLANING 2 IN DEPTH
SY
15,888 $ 1.75
$27,804.00
$2.00
$31,776.00
$3.10
$49,252.80
$3.09
$49,093.92
5425
$67,524.00
115 HMACL.1/2"PG70-28,0.17 FT.DEPTH
SY
49,307 $ 8.00
- $394,456.00
$7.45
$367,337.15
$7.80
$384,594.60
$8.22
$405,303.54
$9.50
$468,418.50
116 HMA CL.1/2"PG 70-28,0.17 FT.DEPTH,HMA PATCH
SY
4,387 $ 10.00
$43,670.00
$9.65
$42,141.55
$10.25
$44,761.75
- $13.53
$59,085.51
$13.50
$58,954.50
117 HMACL.1/2"PG 70-28,0.17 FT.DEPTH,MISC.HMA -
SY -
23 - $ -20.00-
-'$460.00
$115.00
$2,645.00
$50.00
$1,150.00
$140.49
$3,231.27
$55.00
$1,265.00
118 HMACL.1/2°PG 70-28,0.50 FT.DEPTH,ISLAND PATCH
SY
214 $ -40.00
-$8 560.00
- $48.00
$10,272.90
$32.45
$6,944.30
$39.12
$8,371.86
$48.00
$10,272.00
119 HMACL.1/2"PG 70-28,PRE-LEVEL PATCH
TN
100 $ -.75.00
-$7,500.00
.$150.00
$15,000.00
$90.00
$9,000.00
$120.37
$12,037.00
$160,00
$16,000.00
120 ASPHALT CONCRETE CURB,TYPE C
LF
215 $ 10.00
$2,150.00
-$41.00
$8,815.00
$21.50
$4,622.50
$15.12
$3,250.80
$3,15
$677.25
121 JOINT ADHESIVE
LF
8,833 $ 0.50
$4,416.50
$0.50
$4,416.50
$0.65
$5,741.45
$0.77
$6,801.41
$0.75
$6,624.75
122 JOB MIX COMPLIANCE PRICE ADJUSTMENT
CALC
$ -
$0.00
$1:03
$1.00
$1.00
$1.00
$1.00
31.00
91.00
$1.00
123 COMPACTION PRICE ADJUSTMENT
CALC
$ -
$0.00
$1.02
$1.00
$1.00
$1.00
$1.00
$1.00
$1.00
$1.00
124 EROSION CONTROL -
L5-
L3 LS
53;000.00
'.-LS
$2,600.00
LS
$1,500.00
LS
$5,000.00
LS
$3,000.00
126 CEMENT CONC.TRAFFIC CURB&GUTTER -
LF
267 $ 30.00
-$8,010.00
$25.02
$6,675.00
$32.00 $8,544.00
$25.00
$6,675.00
$26.25
$7,008.75
126 CEMENT CONC.SIDEWALK
SY
75 $ 35.00.
$2,625.00
._ $36.50
$2,737.50
$65.00 $4,875.00
$36.50
$2,737.50
538.00
$2,850.00
127 STAMPED CEMENT CONCRETE
SY
3 $ 100.00
5300.00
5450.00
$1,350.00
$300.00 $900.00
$450.00
$1,350.00
$476.00
$1,425.00
128 CEM.CONCR.CURB RAMP TYPE PARALLEL'A --
EACH
2 - $ 1,000.00
$2,000.00
--$1200.00
$2,400.00
$2,000.00 $4,000.00
$1,200.00
$2,400.00
$1,500.00
$3,000.00
120 CEM.CONCR.CURB RAMP TYPE PERP.A
EACH
1 $ 1,000.00
$1;000.00
$1,100.00
$1,100.00
$2,000.00 $2,000.00
61,100.00
$1,100.00
$1,500.00
$1,500.00
130 CEM.CONCR.CURB RAMP TYPE CUSTOM PA
EACH
2 $ 1,000.00
$2,000.00
$1,200.05
$2,400.00
$2,000.00 $4,000.00
$1,200.00
$2,400.00
$1,500.00
53,000.00
131 CEM.CONCR.CURB RAMP TYPE CUSTOM SDA
EACH
2 $ 1,000.00
$2,000.00
$1,100.00
$2,200.00
$2,000.00 $4,000.00
$1,100.00
$2,200.00
$1,500.00
$3,000.00
132 CEM.CONCR.CURB RAMP TYPE CUSTOM T
EACH
1 $ 1,000.00
$1,000.00
$1,100.00
$1,100.00
$2,000.00 $2,000.00
$1,100.00
$1,100.00
$1,500.00
$1,500.00
133 CEMENT CONCRETE PEDESTRIAN CURB
LF
141 $ 18.00
$2,538.00
$14.00
$1,974.00
$25.00 $3,525.00
$14.00
$1,974.00
$20.00
$2,820.00
134 CONCRETE TRAFFIC ISLAND
SY
77 $ 50.00
53,850.00
$76.00
$5,852.00
$81.00 $6,237.00
$76.00
$5,852.00
$85.00
$8,545.00
135 ADJUST EXISTING MANHOLE
EACH
14 $ 520.00
- $7,000.00
$475.00
$6,650.00
$450.00 $8,300.00
$380.00
$5,320.00
$600.00
$8,400.00
136 ADJUST EXISTING CATCHBASIN OR DRYWELL
EACH
13 $ 350.00
54,550.00
$475.00
$6,176.00
$450.00 $5,850.00
$380.00
$4,940.00
$600.00
$7,800.00
137 ADJUST UTILITY VAULT
.EACH
10 - $- 500.00
$5,000.00
.5750.00.
$7,500.00
$450.00 $4,500.00
$600.00
$6,000.00
$800.00
$8,000.00
138 ADJUST WATER VALVE
EACH
14 $ 200.00
$2,800.00
'$225.00
$3,150.00
$340.00 $4,760.00
$200.00
$2,800.00
$225.00
$3,150.00
139 ADJUST GAS VALVE
EACH
3 $ 200.00
5800.00
$225.00
$675.00
$340.00 $1,020.00
$200.00
0800.00
$226.00
$675.00
140 MONUMENT CASE AND COVER
EACH
1 $ 350.00
5350.00
$200.00
$200.00
$375.00 $375.00
$400.00
$400.00
$350.00
$350.00
141 SOD INSTALLATION
SY
7 $ 25.00
9175:00
'- $20.00
$140.00
$20.00 $140.00
$18.00
$128.00
$21.00
$147.00
142 TOPSOIL,TYPE C
SY
7 $ 15.00
$10500
$20.00
$140.00
$20.00 $140.00
$18.00
$126.00
$21.00
$147.00
143 BARK!LAVA ROCK INSTALLATION
SY
10 $ '20,00
$200.00
'520.00
5200.00
520.00 $200.00
$18.00
$180.00
$21.00
$210.00
144 SEEDING,FERTILIZING AND MULCHING
..SY
19 $ 10.00
$190.00
.-530.00
$570.00
$30.00 $570.00
$30.00
$570.00
$32.00
$608.00
146 DELINEATOR AND COREHOLE
EACH
1 $ 150.00
$150:00
$137.50
$137.50
$137.50 $137.50
$137.60
$137.50
$150.00
$150.00
146 BULLNOSE MARKER
EACH
1 _.0 400.00
..0420.50
$335.00
$335.00
$335.00 $335.00
5335.00
5335.00
$500.00
5500.00
147 CONDUIT PIPE,1 IN.DIAM.
LF
20 $ 30.00
$600.00
$13.00
0260.00
$13.00 $280.05
$13.00
$280.00
$62.00
$1,240.00
148 JUNCTION BOX,TYPE 2
EACH
1 $ 600.00
$600.00
$600.00
$600.00
$800.00 $800.00
$800.00
$600.00
$2,100.00
$2,100.00
149 JUNCTION BOX,TYPE 8
EACH
1 $ 2,000.00
$2,000.00
$1,200.00
$1,200.00
$1,200.00 $1,200.00
$1,200.00
$1,200.00
$4,300.00
$4,300.00
160 TRAFFIC SIGNAL SYSTEM MODIFICATIONS
LS
LS - LS
$12,000.60
LS
$800.00
LS $800.00
LS
$800.00
LS
$10,000.00
151 REMOVING PAVEMENT STRIPING ".
- _Lf
4,720 $ --0.50 '''$2,360.00
- 51:00
$4720.00
$1.00 54,720.00
$0.89
$4,672.80
$1.20
$5,664.00
152 REMOVING PAVEMENT MARKING '
EACH
3 $ 100.00 $300.00
$160.00
$480.00
$159.00 $477.00
$158.51
$475.53
$175.00
$525.00
153 TEMPORARY PAVEMENT MARKING
-'LF
12,080 $ 0.50 58,040.00
61.25
$15,100.00
$0.45 $5,436.00
$0.45
$5,436.00
$0.35
$4,228.00
154 PAINT LINE
Lf
-.6,810 $ - 1:00 •- .08,810.00
-$0.10
$881.00
$0.09 $792.90
$0.09
0792.90
30.10
$881.00
$1,434.00
155 PAINTED WIDE LANE LINE -
`LF
-4,780 - 5 '1.50 -$7,170.00
$0.25
$1,195.00
50.25 $1,195.00
$0.25
$1,195.00
$0.30
156 PLASTIC LANE LINE
LF
25,327 -$ 2.00 $50,654.00
$1.75
$44,322.25
$1.70 $43 055.90
$1.69
$42,802.63
$1.85
$46,854.95
167 PLASTIC WIDE LANE LINE
- -LF
.:.
-6643"-- `9 6.00 539,858.00
$5.15
534,211.45
$5.10 $33,879.30
$5.08
$33,746.44
$5,40
$35,872.20
158 PLASTIC STOP LINE
LF
• 122 ' 0 13.00 51,586.00
$16.50
$2,013.00
$16.05 $1,958.10
$16.05
51,958.10
517.00
$2,074.00
$7,524.00
159 PLASTIC CROSSWALK LINE
SF
912 $ 9.00 $8,208.00
$8.25
$7,524.00
$7.85 $7,159.20
$7.82
$7,131.84
$8.26
160 PLASTIC TRAFFIC ARROW ',
'
-EACH
-"10 "3- 250:00 54,750:00-
$125:00
$2,375.00
$123.00 52,337.00
$122.53
$2,328.07
$130.00
$2,470.00
161 PLASTIC TRAFFIC LETTER
EACH
4 $ 200.00 $800.00
$75.00
$300.00
$75.00 $300.00
$74.32
$297.28
$80.00
5320.00
PLASTIC BICYCLE LANE SYMBOL
EACH
7 $ 320.00 $2,240.00
$260.00
$1,820.00
$255.00 $1,785.00
$254.26
$1,779.82
$275.00
$1,925.00
162
�Io`?71,.. I�l
-. - sii:III K3dU
'j'rii,1-AN
3?:f_`4c513:J3
,'JIiJ`I:}I;y%
t :iu> n;.
3
BID TABULATION
2013 Street Preservation Project-Phase 3
Project CIP No. 0180
•
Span
U '.
oIu vrcrmuw vr,.. - .,uyuO. i Vury.r• ,.........,
Engineer's Estimate
Spokane Rock Products
Inland Asphalt
Poe Asphalt
Shamrock Paving
ITEM
NUMBER
ITEM- -
Unif
TOTAL
QUANTITY
Unit
-Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
37:1 7Y1iL:
--Storrn oraln'Work
s" 7
200
STORM TRENCH SAFETY SYSTEM
LS
LS
LS
$ 50000
LS
$840.00
LS
5500.00
LS
51,500.00
LS
$500.00
201
SAWCUT AC PAVEMENT-STORMWATER PATCH
LEAN
2,848
$ 0.50
..'$1,424.00
-'1
:52,848.00
50,25
$712.00
50.25
$712.00
$0.30
$854.40
202
REMOVE AC PAVEMENT-SW
- SY
23 •
S 10.00
.5230.00
- 54.20
.. $96.60
$25.00
$575.00
$15.00
$345.00
$10.50
$241.50
203
STORMWATER PATCH REMOVAL -
'SY--
-:456. .'
$-- 15,00
$6,840.00
-$3.15
r$1,436.40
$16.00
$7.296.00
$15.00
$6,840.00
$14.00
$8,384.00
204
REMOVE PCC CURB AND GUTTER-SW
LF
152
$' 7.50
$1,140.00
$8.40
$1,276.80
$3.00
$456.00
58.00
$1,216.00
$7.00
$1,064.00
205
REMOVE PCC SIDEWALK/DRIVEWAY APPROACH-SW
"SY
'12-
$ 7.50
$90.00
$9.45
$113.40
$6.00
$72.00
55.00
$60.00
515.75
$189.00
206
ABANDON EXISTING DRYWELL - -
--FACii-
---6
-0 -500:00-
- - $3,000.00
- $393.75
- $2,362.50
$375.00
$2,260.00
$700.00
$4,200.00
$575.00
$3,450.00
207
CRUSHED SURFACING TOP COURSE,'2 IN DEPTH
'-SY :
'25 •
-$ .- 6.00
•-5168.00-._
- $90.00
- $2,520.00
$5.65
$158.20
$3.27
$91.56
$16.00
$448.00
208
CRUSHED SURFACING TOP COURSEn 41NUEPTH
-SY
- 12 - --
$ 12.00.
$144.00
$200.00-
- $2,400.00
$15.25
$183.00
$7.63
991.58
$27.00
$324.00
209
CRUSHED SURFACING TOPCOURSE
SY
--456 -.
$ "18:00
$8,208.00
$15.25
$6,954.00
022.35
$10,191.60
$10.04
$4,578.24
525.00
$11,400.00
210
,81N-DEPTH
HMA CL.VT PG 70-28,0.50 FT.DEPTH,SW PATCH
SY '
•406 .-:
$ •.40.00
.- $18,240.00
044:00
$20,474.40
$32.00
$14,692.00
$30.51
$13,912.58
$48.00
$21,888.00
$1,219.00
211
HMA CL.1/2"PG 70-28,0.17 FT.DEPTH,MISC HMA
SY-
'23
$ 20.00
$480.00
$165.00
$3,795.00
$50.00
$1,150.00
$132.01
$3,036.23
$53.00
212
JOB MIX COMPLIANCE PRICE ADJUSTMENT
CALC
1
$ -
$0.00
$1.00
$1.00
$1.00
$1.00
$1.00
$1.00
$1.00
$1.00
213
COMPACTION PRICE ADJUSTMENT -
CALC.
1
$ -
.•$0.00
$1.00
- $1.00
$1.00
$1.00
$1.00
$1.00
$1.00
$1.00
214
PVC STORM SEWER PIPE,10IN.DIAM
-LF
86
$ 60.00
$5,280.00
542.00
$3,696.00
$50.00
$4,400.00
$50.00
$4,400.00
$28.00
$2,464.00
210
EXISTING DRYWELL CONNECTION
.EACH:
•1 .
$ - 500.00
' -$500.00
$125.00
- $125.00
$575.00
$575.00
$800.00
$600.00
$900.00
$900.00
216
_
PRECAST CONCRETE DRYWELL,TYPES
EACH
4
$ 4,000.00'
$16,000.00
$2,100.00
$8,400.00
$3,000.00
$12,000.00
$2,200.00
$8,800.00
$2,750.00
$11,000.00
217
CATCH BASIN,TYPE 1
EACH
5 -
$ 2,500:00
$12,500.00
$1,700.00
$8,500.00
$1,100.00
$5:500.00
$900.00
$4,500.00
$2,000.00
$10,000.00
218
SPILL CONTROL SEPARATOR
EACH
5
$ 600.00
$2,500.00
$100.00
$500.00
$325.00
$1,625.00
$500.00
$2,500.00
$2,800.00
$14,000.00
219
INSTALL TYPE I FRAME AND VANED GRATE
EACH
5
$ 500.00
$2,500.00
$500.00
$2,500.00
$680.00
$3,300.00
$500.00
$2,500.00
$475.00
$2,375.00
220
INSTALL TYPE 4 FRAME AND SOLID LID
EACH.
..4.
-$ -.500.00
.• 62,000:00
$500.00
$2,000.00
$625.00
$2,500.00
$900.00
$3,800.00
$475.00
$1,900.00
221
ADJUST EXISTING CATCHBASIN OR DRYWELL
EACH-
1
$ 350.00
-$350:00
$475.00
$475.00
$375.00
9375.00
$380.00
$380.00
$600.00
$600.00
222
CURB INLET TYPE I
EACH
1
$ 50090--
$500.00
$100.00
$100.00
$200.00
$200.00
$100.00
$100.00
$105.00
$105.00
223
CEMENT CONC.TRAFFIC CURB&GUTTER-SW
LF
152
$ 25.00
$3,500.00
$25.00
$3,800.00
$32.00
$4,864.00
$25.00
$3,800.00
$26.25
• $3,992.00
224
CEMENT CONCR.SIDEWALK/DRIVE APPROACH-SW
SY
12 .
$ 35.00
$420.00
$36.50
$438.00
$75.00
$900.00
$36.50
$438.00
$39.00
$468.00
225
SOD INSTALLATION-SW
SY
15
$ 25.00
$375.00
$30.00
$450.00
$30.00
5450.00
930.00
$450.00
$32.00
5480.00
226
TOPSOIL TYPE C
SY
15
$ 15.00
5225.00
$30.00
$450.00
$30.00
$450.00
$30.00
$450.00
$32.00
$480.00
227
SEEDING,FERTILIZING AND MULCHING
SY
33
$ 10.00
533000
$16.00
$528.00
$18.00
$528.00
$15.00
$495.00
517.00
5561.00
228
BARKI LAVA ROCK INSTALLATION
SY
8
$ 20.00
9160.00
515.00
$120.00
$15.00
$120,00
$15.00
5120.00
515.75
9120.00
9ilYL.3J:fl75JI
lJ _
-
I$ -"'87,88400
:.$'
'I...: $69;718.15
'. 5971412?91I
l a 11(3,3$
`l'ic
-
$946,8l7.00
_ $
',; $1,105;312.07
51,23.1 MM
Addendums acknowledged
Bid deposit surely bond
Mobilization •of total
None
Yes
$0.06
None
Yes
$0.04
None
Yes
50.06
None
Yes
$0.06
BID TABULATION
14th Ave.Stormwater Upgrade
BID OPENING DATE-10:30 a.m.,August 16,2013
SI%kane
,Valley°
Addeniums acknowledged
Bld deposit surety bond
Subcontractor list
Mobilization%of total
Bid tab Includes correction of Bidder extension error(s)forbid Item(s):
Yes
Yes
Yes
5.05%
N/A
Yes
Yes
Yes
7.20%
WA
Yes
Yes
Yes
7.85%
N/A
Yes
Yes
Yes
5.76%
N/A
Yes
Yes
Yes
9.97%
N/A
Engineer's Estimate
Big Sky Development,
Inc.
MDM Construction,Inc.
L&L Carglle
Cameron-Reilly LLC
West Company,Inc.
ITEM
#
ITEM - .Unit
TOTAL
QUANTITY
Unit Price-
Total Cost
- Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
Unit Price
Total Cost
101
MOBILIZATION
°LS
-1.
$ 28;000.00
$ 25,000.00
$ 18,000.00
$ 1600600
$ 21,500.00
$ 21,500,00
$ 23,886.00
$ 23,866.00
$ 19,850.00
$ 19,650.00
$ 34,601.00
$ 34,601,00
102
PROJECT TEMPORARY TRAFFIC CONTROL -
--LS
-1-
$• 19,000.00-
-$ -16,000.00
-.$ -3,500.00
$ 3500.00
$ 7600.00
$ 7500.00
$ 34,310.00
$ 34,310.00
$ 10,000.00
$ 10,000.00
$ 28,175.00
$ 28,176.00
103
SPCC PLAN _ . -
.:LS •
- ••-1--,-
:$ `1;000.00
$..:;1,000.00-
•,$,...1,800.00.,$'..
1,600.00
$ 1,600,00
$ 1500.00
$ 100.00
$ 100.00
$ 760.00
$ 760.00
$ 625.00
$ 526.00
104
CONSTRUCTION SURVEYING
-LS'`,
, 1 - ::.'S
-'6;000.00..
-$ -'5,000.00
1 6,000.00
$ 5,000.00
$ 4,000.00
$ 4,000.00
$ 4,300.00
$ 4,300.00
$ 10,000.00
$ 10,000.00
$ 3,950.00
$ 3,960.00
106
WATTLE _
(.LF •
',00.
$- - -•10,00::$
_'- 500.00
$ -4:00
$ 200.00
$ 6.50
$ 278.00
$ 3.50
$ 176.00
$ 13.00
$ 500.00
$ 9.00
$ 450.00
106
INLET PROTECTION
'EA
3 .
$ '100.00-'$-
300.00
$ 200.00
$ 600.00
$ 85,00
$ 255.00
$ 80.00
5 240.00
5 100.00
$ 300.00
$ 150.00
$ 450.00
107
SAWCUT ASPHALT CONCRETE PAVEMENT
LF-IN
8000 -.$
1.00
$ -8,000.00
$ 1.75
$ 14000.00
$ 1.00
§ 8,000.00
$ 0.60
$ 4,000.00
$ 1.00
$ 8,000.00
$ 000
$ 2,400.00
108
REMOVE ASPHALT CONCRETEI'AVEMENT
SY •
913 "..
$ -5:00
$- 4,585.00
$ 400
$ 3,852.00
$' 1.80
$ 1,643.40
$ 4.00
$ 3,652.00
$ 13.00
$ 11,869.00
$ 8.00
$ 7,304,00
109
REMOVE CEMENT CONC.DRIVEWAY
'SY ..
'400
$ .8.00
$ 3,200.00
$ 6.00
$ 2 400.00
$ 10.00
$ 4 000.00
$ 9.00
$ 3,600.00
$ 13.00
$ 6,200,00
$ 9.26
$ 3,700.00
110
REMOVE CEMENT CONC.CURB ..
.LF
20
$ 40.00-
$ 200.00
$ - 25.00
$ 500.00
$ 3.00
$ 60.00
S 11.00
$ 220.00
$ 15.00
$ 300.00
$ 10,25
$ 205.00
111
TRENCH EXCAVATION SAFETY.SYSTEM
..LS
FA
1. .,
5
.$..,.2,000.00
$ 1,000.00
$ .2,000.00.
$ 6,000.00
$-. 1,000.00.
$' 2,300.00
$ 1,000.00
$ 11,600.00
$ 1,600.00
$ 1,400,00
$ 1,500.00
$ 7,000.00
$ 500.00
$ 1,475.00
$ 500.00
$ 7,375.00
$ 750.00
$ 2,000.00
$ 700,00
$ 10,000.00
$ 100.00
$ 1,000.00
$ 100.00
$ 6,000.00
112
CONCRETE INLET TYPE 1
113
GRATE INLET TYPE 2,WSDOT - - -
- EA
-7
$ -1,500.00
$ 10,600.00
$ 2,600.00
0$ 17,502.00
$ 1700.00
$ 11,900.00
$ 2,010.00
$ 14,070.00
$ 2,600.00
$ 17,500.00
$ 1,500.00
$ 10,600.00
114
DOGHOUSE MANHOLE -
•EA
EA
1 -
1
$ 3,000.00
.$ .500.00
3 3,000.00
$ 600,00
$ 2,740.00
$ 1,800.00
$ 2,740.00
$ 1,800.00
3 2,800.00
$ 650.00
$ 2,800.60
5 500,00
$ 3,490.00
$ 980.00
$ 8490.00
5 960.00
$ 3,505.00
$ 760.00
5 3,500.00
$ 750,00
$ 3,500.00
$ 500.00
$ 3,60800
$ 500.00
115
CONNECTION TO EXISTING MANHOLE
116
REMOVE AND RESET BOULDER WALL ' -
-A1_S
'1 - -
$ 2,000.00
$ 2,000.00
$ 15,000.00
S 16,000.00
$ 4,760.00
$ 4,760,00
$ 1,022.00
$ 1,022.00
$ 2,500.00
$ 2,600,00
$ 1,000.00
$ 1,000.00
117
SOLID WALL PVC STORM SEWER PIPE,10 IN.'DIAM.
.LF-
420
$ 40.00
5 16,800.00
$ 40.00
$ 16,800.00
$ 28.35
$ 11,907.00
$ 35.60
$ 14,910.00
S 40.00
S 18800.00
$ 43.26
$ 18,185,00
118
SOLID WALL PVC STORM SEWER PIPE,12 IN.DIAM.
LF
1150
$ 45.00
$ '51,760.00
$ 31.00
5' 35,650.00
$ 30.60
$ 35,190.00
$ 38.00
$ 43,700.00
$ 60.00
$ 69,000.00
$ 44.00
$ 50,600.00
119
MECHANICAL PIPE PLUG '-
" "'
'2
$ -"100:00
"$ 200.00
$ 500.00
$ 1,000.00
$ 250.00
$ 600.00
$ 150.00
$ 300.00
$ 300.00
$ 600,00
$ 412.25
$ 824.50,
$ 1,700.00
120
SPILL CONTROL SEPARATOR -
- EA -
,4
$_. 250.00
$ '1;000.05..$.
600.00
$ 2,400.00
$ 325.00
$ 1,300.00
$ 350.00
$ 1,400.00
$ 250.00
$ 1,000.00
$ 425.00
121
STORM DRAIN ENCASEMENT . ..
.;LF
-SF
--90 ...5
200
-- 3805.
'3 20.00
5 '1,600.00
$ 4,000.00
$ 100.00
$ 15.00
$ 6,000.00
$ 3,000:00
$ 27.60
$ 60.00
$ 1,658.00
$ 12,000.00
$ 64.00
$ 2.50
$ 3,240.00
$ 500.00
$ 30.00
$ 10.00
$ 1,800.00
$ 2,000,00
$ 44.10
$ 3.25
$ 2,646.00
$ 650.00
122
QUARRY SPALLS
123
CEMENT CONC.CURB TYPE B
LF
2300
$ 15.00
$ 34,500.00
$ 9.00
$ 20,700.00
$ 16.50
$ 37960.00
5 19,00
$ 39,800•00
$ 17.50
$ 40,250.00
$ 17.75
$ 40,826,00
124
CRUSHED SURFACING TOP COURSE,0.5'DEPTH
SY
SY
1540
860
$ 15.00
$ 25.00
$ 23,100.00
$ 21,250.00
$ 10.00
$ 27.00
$ 15,400,00
$ 22,850.00
$ 11.65
$ 18.85
$ 17841.00
$ 16,862.60
$ 1600
$ 10.00
$ 23,100.00
$ 16,150.00
$ 11.00
$ 22,00
$ 16,940.00
$ 18,700.00
$ 20.60
$ 18.00
$ 31,570,00
$ 16,300.00
125
HMA CL.1/2-INCH,PG 64-28,0.17'DEPTH
126
HMA CL.1)2-INCH,PG 64-28,0.34'DEPTH
SY
890
$ 45.00
$ 31,05600
$ 46.00
0 31,740.00
$ 30.50
$ 21,045.00
$ 32.00
$ 22,080.03
$ 38.00
$ 26,220.00
$ 29.75
$ 20,527.60
127
CEMENT CONC.DRIVE APPROACH
SY
400
$ 45.00
.$ 18,000.00
$ 63.00
$ 26,200.00
$ 95,00
$ 38,000.00
$ 60.00
$ -24,000.00
$ 55.00
S 22,000.00
$ 88.26
$ 35,300.00
126
CEMENT CONG.DRIVEWAY
SY
LS
140
1
$ 40.00
$ 5,000.00
$ 5,600.00
$ - 5,000.00
$ 63.00
$ 10,000.00
$ 8,820.00
$ 10,000.00
$ 74.00
$ 15,000.00
$ 10,360.00
$ 16,000.00
$ 48.00
$ 4,028.00
$ 0,720.00
$ 4,026.00
$ 55.00
$ 4,600.00
$ 7,700.00
$ 4,600.00
$ 85.00
$ 7,106.00
$ 11,900,00
$ 7,108.00
129
FINISH GRADING BEHIND CURB
130
'
REMOVE AND RESET MAILBOX
EA
32
$ 200.00
$ 6,400.00
$ 50.00
$ 1,000.00
$ 85.00
$ 2720.00
$ 160.00
$ 5,120.00
$ 400.00
$ 12,800.00
$ 236.00
$ 7,55200
131 JOB
MIX COMPLIANCE PRICE ADJUSTMENT (;:CALC
-,
:..1
$ :1,00-
$ 1.00
$ 1.00
$ 1,00
$ 1.00
$ 1.00
5 1.00
$ 160
$ 1.00
$ 1.00
$ - 1.00
$ 1,00
132
COMPACTIDN PRICE ADJUSTMENT
CALC
-1
$ -1.00
$ 1.00
$ 1.00
$ 1,00
§ 1.00
$ 1.00
$ 1.00
$ 1.00
$ 1.00
5 1.00
$ 1.00
$ 1.00
Total
$ 306,217.00
$ 297,164.00
$ 298,656.90
$ 303,948.00
$ 341,981.00
$ 347,028.00
Note:Tabuiallon Includes Correction of Bidder Extension Errors)For Bld llome)@)
n/a
me
n/a
n/a
n/a
Na
Addeniums acknowledged
Bld deposit surety bond
Subcontractor list
Mobilization%of total
Bid tab Includes correction of Bidder extension error(s)forbid Item(s):
Yes
Yes
Yes
5.05%
N/A
Yes
Yes
Yes
7.20%
WA
Yes
Yes
Yes
7.85%
N/A
Yes
Yes
Yes
5.76%
N/A
Yes
Yes
Yes
9.97%
N/A