HomeMy WebLinkAbout _ 4.11(b)--Award BS No 5470 Westside Road over Canyon Hollow Creek Bridge Replacement GI �" Y C� F
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REPORT TO THE CITY COUNCIL
MEETING DATE: February 17, 2026 FROM: Michael Webb, Interim City
ITEM NO. 4.11(b} Manager/Public Works
Director
***APPROVED BY***
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mwebb@cityofredding.org kkibler@cityofredding.gov
SUBJECT: 4.11(b)--Award Bid Sched�ule No. 5470 Westside Road over Canyon Hollow
Creek Bridge Re lacement Pro�ect
Recommendation
Authorize and approve the following actions relative to Bid Schedule No. 5470, Westside Road
over Canyon Hollow Creek Bridge Replacement Project:
(1) Reject the apparent low bid by JS Builders, Inc. as nonresponsive and award the project
to the second low bidder JF Shea Construction, Inc., in the amount of$4,748,526;
(2) Approve an additional $712,200 to cover the cost of administration and inspection fees
and$985,000 for project development costs;
(3) Approve $474,500 to provide construction contingency funding;
(4) Autharize the City Manager, or designee, to approve additional increases in either the
construction management or construction contingency amounts up to a total of$50,000;
and
(5) Adopt Resolution approving and adopting the 24th Amendment to City Budget
Resolution No. 2025-049 appropriating $2,318,780 for the Westside Road over Canyon
Hollow Creek Bridge Replacement project; increasing appropriation of federal grant
funds by $267,360 and increasing appropriation of Transportation Impact Fee funds by
$2,051,420.
Fiscal Impact
The Westside Road over Canyon Hollow Creek Bridge Replacement Project (Project) is being
funded by two sources which consist of the Federal Highway Bridge Program (HBP) and the
City of Redding (City) Citywide Transportation Impact Fee (TIF) Program. The total estimated
cost of the project is $6,9'70,226. To date, the City has received HBP fund authorization in the
amount of $4,348,591. Current grant budgeted appropriations total $4,081,231. The attached
resolution increases the amount of grant appropriation by $267,360 to match the amount awarded
to date. The total project costs exceed grant funding by $2,621,635. A total of$570,215 will be
funded using previously approved TIF funds. The remaining $2,051,420 in additional TIF
funding to fu11y fund the project is requested on the attaehed resolution.
Report to Redding City Council February 11,2026
Re: 4.11(b)--Award BS No 5470 Westside Road over Canyon Hollow Creek Bridge
Replacement Page 2
Since the bids were higher than the engineer's estimated cost, staff will be working with
California Department of Transportation to obtain additional HBP funding for the project. Staff
anticipates the HBP to fully fund its share of the project total costs based upon previous
experience with other bridge HBP funded projects. It is anticipated that the HBP will fund $$.53
percent of the project, with a maximum anticipated grant obligation of$6,170,741; the remaining
11.47 percent, $799,485, will be funded using TIF. Until those additional funds become
available, the TIF wi11 cover the costs above the estimate. When additional HBP funds are
allocated to the project, the TIF funds will be swapped administratively. The HBP funds being
appropriated at this time are currently authorized funds that were not previously budgeted.
Cost Summa
Item Estimated
Pro�ect Develo ment Costs $985,000
Construction Contract+ Contin enc $5,223,026
Contract Administration, Ins ection, Testin $712,200
Additional Cit Mana er A�uthorit $50,000
Total PYo'ect Costs $6,970,226
Project cost components are estimates and some shifting of the project development,
construction management, and construction contingency funds may be necessary to balance the
project within the approved budget.
Alternative Action
The City Council (Council) may choose not to award the bid for the project and provide staff
with alternate direction. If the project is not awarded, the bridge will not be replaced, and non-
standard conditions far pedestrians and motorists wi11 remain. In addition, the City would be at
risk of losing federal funds and may have to reimburse project development funds spent to date.
Background/Analysis
Attached is a tabulation of bids received and opened on January 29, 2026, for the project. The
low bid in the amount of $4,342,696.95 was received from JS Builders, Inc of Palo Cedro,
California. However, after further evaluation of the proposal documents by staff, the apparent
low bidder submitted the proposal on the incorrect forms therefore deeming the bid as
nonresponsive. Staff then proceeded to evaluate the second low bidder, J.F. Shea Construction,
Inc. of Redding, California in the amount of$4,74$,526. All proposal documents were prepared
on the correct forms and submitted properly, therefore staff recommends awarding the project to
the second low bidder, J.F. Shea Construction, Inc. The engineer's estimate was $3,345,000.
Total project development costs for this project are estimated to be $985,000. Project
development costs include engineering, surveying, right-of-way, environmental, consultant
services, and permit fees.
This project includes the replacement of the Westside Road bridge over Canyon Ho11ow Creek as
well as the approach roadway to the bridge. The work will include removal of the existing bridge
in stages, construction of new bridge over two construction seasons, construction of sidewalk,
eurb and gutter, utility reloeation,roadway construetion, and other miscellaneous items of work.
It is anticipated that the project will be completed in fa11 2027.
Report to Redding City Council February 11,2026
Re: 4.11(b)--Award BS No 5470 Westside Road over Canyon Hollow Creek Bridge
Replacement Page 3
Environmental Review
On June 16, 2020, the Council adopted the Mitigated Negative Declaration and the Mitigation
Monitoring Program and approved the project, thereby satisfying the requirements of the
Cali�ornia Environmental Quality Act (CEQA Guidelines Section 15074). No further action is
required.
Council PNiority/City Manager Goals
This agenda item is a routine operational item.
Attachments
^Budget Resolution
^Location Map
^Bid Tabulation
Previous Staff Report 6-16-2020
RESOLUTION NO. 2026 -
A RESOLUTION OF THE CITY OF REDDING APPROVING AND ADOPTING THE
24Tx AMENDMENT TO CITY BUDGET RESOLUTION NO. 2025-049
APPROPRIATING $2,318,780 IN ADDITIONAL FUNDING FOR THE WESTSIDE
ROAD OVER CANYON HOLLOW CREEK BRIDGE REPLACEMENT PROJECT FOR
FISCAL YEAR 2025-26
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDDING
THAT Budget Resolution No. 2025-049 be and is hereby amended as follows:
FUND DNISION DESCRIPTION 1NCREASE DECREASE
151 1671 Transportation Grant Projects $267,360
151 1691 Traff'ic Impact Fee Capital $2,051,420
THAT account titles and numbers requiring adjustments by this Resolution are as follows:
USE SOURCE
OF FUNDS OF FUNDS
Increase(Decrease)Revenue
Federal Grant Capital-Public
151-1671-3608001-00000 Works $ 267,360
151-0000-2910000-00000 Fund Balance $ 2,051,420
Increase Expenditures
151-1671-7700010-00000 Bridges $ 267,360
151-1691-7700010-00000 Bridges $ 2,051,420
Total $ 2,318,780 $ 2,318,780
THAT the purpose is to appropriate $2,318,7$0 in contributed funding for the Westside Road over
Canyon I�ollow Creek Bridge project for the fiscal year 2025-2026.
I HEREBY CERTIFY that the foregoing Resolution was introduced at a regular meeting of the
City Council of the City of Redding on the 17th day of February, 2026 and was duly adopted at said
meeting by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
MIKE LITTAU, Mayor
ATTEST: FORM APPROVAL:
SHARLENE TIPTON, City Clerk CHRISTIAN M. CURTIS, City Attorney
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BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 ENGINEER'S EST J. F. Shea Construction Inc
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTA� PRICE TOTAL
1 CONSTRUCTION SURVEYING AND STAKING LS 1 $20,000.00 $20,000.00 $28,500.00 $28,500.00
2 �EAD COMP�IANCE PLAN LS 1 $10,000.00 $10,000.00 $2,280.00 $2,280.00
3 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1 $10,000.00 $10,000.00 $11,400.00 $11,400.00
4 CONSTRUCTION AREA SIGNS LS 1 $5,000.00 $5,000.00 $4,500.00 $4,500.00
5 TRAFFIC CONTROL SYSTEM LS 1 $150,000.00 $150,000.00 $55,000.00 $55,000.00
6 TYPE III BARRICADE EA 15 $150.00 $2,250.00 $125.00 $1,875.00
7 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 48 $40.00 $1,920.00 $29.00 $1,392.00
8 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3266 $4.00 $13,064.00 $3.50 $11,431.00
9 CHANNELIZER (SURFACE MOUNTED) EA 82 $50.00 $4,100.00 $80.00 $6,560.00
10 TEMPORARY SIGNA� SYSTEM LS 1 $150,000.00 $150,000.00 $59,000.00 $59,000.00
11 PORTABLE CHANGEABLE MESSAGE SIGN EA 3 $3,500.00 $10,500.00 $13,675.00 $41,025.00
12 TEMPORARY RAI�ING (TYPE K) LF 1280 $40.00 $51,200.00 $49.00 $62,720.00
13 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7 $3,500.00 $24,500.00 $1,140.00 $7,980.00
14 JOB SITE MANAGEMENT LS 1 $24,000.00 $24,000.00 $33,000.00 $33,000.00
PREPARE STORM WATER POLLUTION PREVENTION
15 PLAN LS 1 $5,500.00 $5,500.00 $2,850.00 $2,850.00
16 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTRO�) EA 2 $1,500.00 $3,000.00 $570.00 $1,140.00
TEMPORARY HYDRAULIC MULCH (BONDED FIBER
17 MATRIX) SQYD 700 $3.50 $2,450.00 $8.50 $5,950.00
18 TEMPORARY FIBER ROLL LF 553 $7.00 $3,871.00 $7.00 $3,871.00
19 TEMPORARY SI�T FENCE LF 200 $6.00 $1,200.00 $7.00 $1,400.00
20 TEMPORARY CONSTRUCTION ENTRANCE EA 2 $240.00 $480.00 $8,575.00 $17,150.00
21 STREET SWEEPING LS 1 $15,000.00 $15,000.00 $17,000.00 $17,000.00
22 TEMPORARY CONCRETE WASHOUT LS 1 $7,000.00 $7,000.00 $6,680.00 $6,680.00
23 WATER QUA�ITY MONITORING REPORT EA 10 $500.00 $5,000.00 $570.00 $5,700.00
24 WATER QUALITY ANNUAL REPORT EA 2 $500.00 $1,000.00 $1,140.00 $2,280.00
25 TEMPORARY CREEK DIVERSION SYSTEMS LS 1 $25,000.00 $25,000.00 $92,000.00 $92,000.00
26 ASBESTOS COMPLIANCE PLAN LS 1 $6,000.00 $6,000.00 $2,850.00 $2,850.00
REMOVE YELLOW PAINTED TRAFFIC STRIPE
27 (HAZARDOUS WASTE) LF 827 $10.00 $8,270.00 $9.00 $7,443.00
28 CONTRACTOR-SUPP�IED BIO�OGIST LS 1 $10,000.00 $10,000.00 $25,000.00 $25,000.00
29 TEMPORARY HIGH-VISIBILITY FENCE LF 153 $4.00 $612.00 $11.00 $1,683.00
30 C�EARWG AND GRUBBING (LS) LS 1 $5,000.00 $5,000.00 $13,000.00 $13,000.00
31 F ROADWAY EXCAVATION CY 575 $80.00 $46,000.00 $53.00 $30,475.00
ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY
32 DEPOSITED LEAD) CY 120 $120.00 $14,400.00 $144.00 $17,280.00
33 (F) STRUCTURE EXCAVATION (TYPE D) CY 331 $150.00 $49,650.00 $223.00 $73,813.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 ENGINEER'S EST J. F. Shea Construction Inc
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTA� PRICE TOTAL
34 (F) STRUCTURE BACKFILL (BRIDGE) CY 140 $130.00 $18,200.00 $655.00 $91,700.00
35 6" SCHEDU�E 40 PVC CONDUIT LF 340 $150.00 $51,000.00 $15.00 $5,100.00
36 4" SCHEDULE 40 PVC CONDUIT LF 170 $140.00 $23,800.00 $3.50 $595.00
37 BONDED FIBER MATRIX SQFT 5918 $0.25 $1,479.50 $1.50 $8,877.00
38 CLASS 2 AGGREGATE BASE CY 487 $80.00 $38,960.00 $95.00 $46,265.00
39 HOT MIX ASPHALT (TYPE A) TON 886 $110.00 $97,460.00 $134.00 $118,724.00
40 TACK COAT TON 2.58 $1,675.00 $4,321.50 $800.00 $2,064.00
41 COLD PLANE ASPHA�T CONCRETE PAVEMENT SQYD 2723 $10.00 $27,230.00 $4.00 $10,892.00
42 TEMPORARY SHORING (STAGE 1) LS 1 $20,000.00 $20,000.00 $51,000.00 $51,000.00
43 TEMPORARY SHORING (STAGE 3) LS 1 $20,000.00 $20,000.00 $22,600.00 $22,600.00
44 TEMPORARY PEDESTRIAN WALKWAY LS 1 $10,000.00 $10,000.00 $58,000.00 $58,000.00
45 30" CAST-IN-DRI��ED-HO�E CONCRETE PI�WG LF 1450 $300.00 $435,000.00 $427.00 $619,150.00
46 (F) STRUCTURAL CONCRETE, BRIDGE FOOTING CY 45 $750.00 $33,750.00 $1,900.00 $85,500.00
47 (F) STRUCTURA� CONCRETE, BRIDGE CY 135 $900.00 $121,500.00 $2,295.00 $309,825.00
48 (F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY 181 $1,100.00 $199,100.00 $2,285.00 $413,585.00
49 (F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 33 $1,000.00 $33,000.00 $2,740.00 $90,420.00
50 (F) MINOR CONCRETE (MINOR STRUCTURE) CY 15 $3,500.00 $52,500.00 $2,725.00 $40,875.00
51 JOINT SEAL (MR 1") LF 107 $70.00 $7,490.00 $110.00 $11,770.00
52 (F) BAR REINFORCING STEEL (BRIDGE) LB 134053 $2.00 $268,106.00 $2.00 $268,106.00
53 (F) BAR REINFORCING STEEL (GALVANIZED) LB 798 $2.00 $1,596.00 $4.00 $3,192.00
54 BRIDGE REMOVA� LS 1 $54,000.00 $54,000.00 $125,000.00 $125,000.00
55 REMOVE PIPE LF 55 $150.00 $8,250.00 $109.00 $5,995.00
56 REMOVE ASBESTOS CONCRETE WATERLINE LF 247 $250.00 $61,750.00 $72.00 $17,784.00
57 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1 $1,000.00 $1,000.00 $6,000.00 $6,000.00
58 RECONSTRUCT CATCH BASIN N0.3 EA 2 $5,000.00 $10,000.00 $19,000.00 $38,000.00
59 CATCH BASIN N0.3 EA 1 $10,000.00 $10,000.00 $19,500.00 $19,500.00
60 ADJUST FRAME AND COVER TO GRADE EA 2 $2,000.00 $4,000.00 $4,000.00 $8,000.00
61 ADJUST WATER VALVE TO GRADE EA 3 $750.00 $2,250.00 $5,000.00 $15,000.00
62 ROCK SLOPE PROTECTION (300 Ib, Class IV, METHOD B) CY 165 $350.00 $57,750.00 $295.00 $48,675.00
63 ROCK S�OPE PROTECTION (20 Ib, Class I, METHOD B) CY 2.2 $300.00 $660.00 $3,500.00 $7,700.00
64 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 275 $30.00 $8,250.00 $7.00 $1,925.00
65 MINOR CONCRETE (CURB AND GUTTER) CY 44 $1,000.00 $44,000.00 $1,390.00 $61,160.00
66 MINOR CONCRETE (DRIVEWAY) CY 15 $1,200.00 $18,000.00 $1,300.00 $19,500.00
67 MINOR CONCRETE (SIDEWALK) CY 26 $900.00 $23,400.00 $1,300.00 $33,800.00
68 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 15 $100.00 $1,500.00 $900.00 $13,500.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 ENGINEER'S EST J. F. Shea Construction Inc
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTA� PRICE TOTAL
69 REMOVE CONCRETE (CURB, GUTTER, AND SIDEWA�K) LF 628 $50.00 $31,400.00 $22.00 $13,816.00
70 F MISCELLANEOUS METAL (BRIDGE) LB 2225 $3.00 $6,675.00 $28.00 $62,300.00
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
71 FITTINGS (TEMPORARY WATERLINE) LF 235 $350.00 $82,250.00 $883.00 $207,505.00
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
72 FITTINGS LF 229 $350.00 $80,150.00 $1,300.00 $297,700.00
73 12" BUTTERFLY VA�VE ASSEMBLY EA 2 $5,500.00 $11,000.00 $11,250.00 $22,500.00
74 20" BUTTERFLY VALVE ASSEMBLY EA 3 $6,000.00 $18,000.00 $18,500.00 $55,500.00
75 4" BLOWOFF VALVE EA 1 $4,500.00 $4,500.00 $18,000.00 $18,000.00
76 FORCE BALANCED EXPANSION ASSEMBLY EA 1 $20,000.00 $20,000.00 $69,000.00 $69,000.00
77 COMBINATION AIR VALVE EA 2 $9,950.00 $19,900.00 $13,650.00 $27,300.00
78 PRESSURE TEST LS 1 $7,000.00 $7,000.00 $10,000.00 $10,000.00
79 PIPE�INE DISINFECTION AND TESTING LS 1 $10,000.00 $10,000.00 $22,000.00 $22,000.00
80 ADJUST MONUMENT COVER TO GRADE EA 2 $500.00 $1,000.00 $3,255.00 $6,510.00
81 TEMPORARY SECURITY FENCE LF 239 $75.00 $17,925.00 $18.00 $4,302.00
82 SECURITY FENCE LF 231 $100.00 $23,100.00 $72.00 $16,632.00
83 RECONSTRUCT CHAIN LINK FENCE LF 227 $50.00 $11,350.00 $70.00 $15,890.00
84 RESET GATE EA 2 $750.00 $1,500.00 $3,000.00 $6,000.00
85 OBJECT MARKER (TYPE P) EA 10 $50.00 $500.00 $130.00 $1,300.00
86 REMOVE ROADSIDE SIGN EA 6 $250.00 $1,500.00 $40.00 $240.00
87 RESET ROADSIDE SIGN (ONE POST) EA 2 $500.00 $1,000.00 $230.00 $460.00
88 RELOCATE ROADSIDE SIGN-ONE POST EA 1 $1,000.00 $1,000.00 $230.00 $230.00
89 ROADSIDE SIGN - ONE POST EA 6 $1,500.00 $9,000.00 $530.00 $3,180.00
90 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25 $36.00 $900.00 $105.00 $2,625.00
91 (F) CHAIN LINK RAI�WG LF 5 $60.00 $300.00 $370.00 $1,850.00
92 F TUBULAR HANDRAILING LF 124 $100.00 $12,400.00 $103.00 $12,772.00
93 TUBULAR BICYCLE HANDRAI�WG LF 114 $130.00 $14,820.00 $205.00 $23,370.00
94 TRANSITION RAILING (TYPE WB-31) EA 2 $7,000.00 $14,000.00 $6,650.00 $13,300.00
95 ALTERNATIVE IN-�INE TERMINAL SYSTEM EA 2 $7,500.00 $15,000.00 $4,000.00 $8,000.00
96 F CONCRETE BARRIER(TYPE 732SW) LF 124 $600.00 $74,400.00 $927.00 $114,948.00
97 (F) CONCRETE BARRIER (TYPE 836) LF 114 $650.00 $74,100.00 $515.00 $58,710.00
98 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 3227 $3.00 $9,681.00 $2.00 $6,454.00
99 REMOVE THERMOP�ASTIC TRAFFIC STRIPE LF 1075 $2.00 $2,150.00 $7.00 $7,525.00
100 CITY OF REDDING TYPE 3E BOX EA 2 $2,500.00 $5,000.00 $2,300.00 $4,600.00
101 MOBI�IZATION LS 1 $325,550.00 $325,550.00 $300,000.00 $300,000.00
TOTA� -CONTRACT ITEMS $3,362,321.00 $4,748,526.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 Stewart En ineerin Inc. Vikin Construction Com an
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL
1 CONSTRUCTION SURVEYING AND STAKING LS 1 $29,000.00 $29,000.00 $35,000.00 $35,000.00
2 �EAD COMP�IANCE PLAN LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00
3 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1 $17,500.00 $17,500.00 $10,000.00 $10,000.00
4 CONSTRUCTION AREA SIGNS LS 1 $5,700.00 $5,700.00 $5,000.00 $5,000.00
5 TRAFFIC CONTROL SYSTEM LS 1 $70,000.00 $70,000.00 $150,000.00 $150,000.00
6 TYPE III BARRICADE EA 15 $101.00 $1,515.00 $100.00 $1,500.00
7 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 48 $12.00 $576.00 $27.00 $1,296.00
8 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3266 $3.50 $11,431.00 $4.00 $13,064.00
9 CHANNELIZER (SURFACE MOUNTED) EA 82 $36.00 $2,952.00 $75.00 $6,150.00
10 TEMPORARY SIGNA� SYSTEM LS 1 $48,000.00 $48,000.00 $65,000.00 $65,000.00
11 PORTABLE CHANGEABLE MESSAGE SIGN EA 3 $13,000.00 $39,000.00 $15,000.00 $45,000.00
12 TEMPORARY RAI�ING (TYPE K) LF 1280 $79.00 $101,120.00 $75.00 $96,000.00
13 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7 $6,400.00 $44,800.00 $6,500.00 $45,500.00
14 JOB SITE MANAGEMENT LS 1 $64,000.00 $64,000.00 $125,000.00 $125,000.00
PREPARE STORM WATER POLLUTION PREVENTION
15 PLAN LS 1 $9,800.00 $9,800.00 $7,500.00 $7,500.00
16 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTRO�) EA 2 $1,500.00 $3,000.00 $1,300.00 $2,600.00
TEMPORARY HYDRAULIC MULCH (BONDED FIBER
17 MATRIX) SQYD 700 $3.37 $2,359.00 $3.50 $2,450.00
18 TEMPORARY FIBER ROLL LF 553 $9.00 $4,977.00 $13.00 $7,189.00
19 TEMPORARY SI�T FENCE LF 200 $14.00 $2,800.00 $16.00 $3,200.00
20 TEMPORARY CONSTRUCTION ENTRANCE EA 2 $4,950.00 $9,900.00 $5,000.00 $10,000.00
21 STREET SWEEPING LS 1 $77,600.00 $77,600.00 $25,000.00 $25,000.00
22 TEMPORARY CONCRETE WASHOUT LS 1 $21,700.00 $21,700.00 $20,000.00 $20,000.00
23 WATER QUA�ITY MONITORING REPORT EA 10 $1,395.00 $13,950.00 $100.00 $1,000.00
24 WATER QUALITY ANNUAL REPORT EA 2 $1,395.00 $2,790.00 $1,000.00 $2,000.00
25 TEMPORARY CREEK DIVERSION SYSTEMS LS 1 $247,800.00 $247,800.00 $120,450.00 $120,450.00
26 ASBESTOS COMPLIANCE PLAN LS 1 $2,900.00 $2,900.00 $8,500.00 $8,500.00
REMOVE YELLOW PAINTED TRAFFIC STRIPE
27 (HAZARDOUS WASTE) LF 827 $9.00 $7,443.00 $8.00 $6,616.00
28 CONTRACTOR-SUPP�IED BIO�OGIST LS 1 $21,200.00 $21,200.00 $210,000.00 $210,000.00
29 TEMPORARY HIGH-VISIBILITY FENCE LF 153 $12.00 $1,836.00 $25.00 $3,825.00
30 C�EARWG AND GRUBBING (LS) LS 1 $9,100.00 $9,100.00 $125,000.00 $125,000.00
31 F ROADWAY EXCAVATION CY 575 $81.00 $46,575.00 $125.00 $71,875.00
ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY
32 DEPOSITED LEAD) CY 120 $639.00 $76,680.00 $275.00 $33,000.00
33 (F) STRUCTURE EXCAVATION (TYPE D) CY 331 $209.00 $69,179.00 $765.00 $253,215.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 Stewart En ineerin Inc. Vikin Construction Com an
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL
34 (F) STRUCTURE BACKFILL (BRIDGE) CY 140 $370.00 $51,800.00 $300.00 $42,000.00
35 6" SCHEDU�E 40 PVC CONDUIT LF 340 $40.00 $13,600.00 $50.00 $17,000.00
36 4" SCHEDULE 40 PVC CONDUIT LF 170 $39.00 $6,630.00 $40.00 $6,800.00
37 BONDED FIBER MATRIX SQFT 5918 $1.00 $5,918.00 $1.05 $6,213.90
38 CLASS 2 AGGREGATE BASE CY 487 $157.00 $76,459.00 $100.00 $48,700.00
39 HOT MIX ASPHALT (TYPE A) TON 886 $231.00 $204,666.00 $175.00 $155,050.00
40 TACK COAT TON 2.58 $756.00 $1,950.48 $1,000.00 $2,580.00
41 COLD PLANE ASPHA�T CONCRETE PAVEMENT SQYD 2723 $8.00 $21,784.00 $18.00 $49,014.00
42 TEMPORARY SHORING (STAGE 1) LS 1 $114,600.00 $114,600.00 $50,000.00 $50,000.00
43 TEMPORARY SHORING (STAGE 3) LS 1 $57,500.00 $57,500.00 $25,000.00 $25,000.00
44 TEMPORARY PEDESTRIAN WALKWAY LS 1 $55,000.00 $55,000.00 $75,000.00 $75,000.00
45 30" CAST-IN-DRI��ED-HO�E CONCRETE PI�WG LF 1450 $407.00 $590,150.00 $500.00 $725,000.00
46 (F) STRUCTURAL CONCRETE, BRIDGE FOOTING CY 45 $1,300.00 $58,500.00 $2,500.00 $112,500.00
47 (F) STRUCTURA� CONCRETE, BRIDGE CY 135 $2,203.00 $297,405.fl0 ' $3,000.00 $405,000.00
48 (F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY 181 $3,073.00 $556,213.00 $3,000.00 $543,000.00
49 (F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 33 $1,940.00 $64,020.00 $3,200.00 $105,600.00
50 (F) MINOR CONCRETE (MINOR STRUCTURE) CY 15 $952.00 $14,280.00 $2,250.00 $33,750.00
51 JOINT SEAL (MR 1") LF 107 $109.00 $11,663.00 $175.00 $18,725.00
52 (F) BAR REINFORCING STEEL (BRIDGE) LB 134053 $2.10 $2$"1,511.3� $2.25 $301,619.25
53 (F) BAR REINFORCING STEEL (GALVANIZED) LB 798 $4.10 $3,271.80 $4.00 $3,192.00
54 BRIDGE REMOVA� LS 1 $139,000.00 $139,000.00 $150,000.00 $150,000.00
55 REMOVE PIPE LF 55 $51.00 $2,805.00 $190.00 $10,450.00
56 REMOVE ASBESTOS CONCRETE WATERLINE LF 247 $442.00 $109,174.00 $120.00 $29,640.00
57 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1 $4,471.00 $4,471.00 $8,000.00 $8,000.00
58 RECONSTRUCT CATCH BASIN N0.3 EA 2 $5,411.00 $10,822.00 $12,500.00 $25,000.00
59 CATCH BASIN N0.3 EA 1 $12,665.00 $12,665.00 $13,000.00 $13,000.00
60 ADJUST FRAME AND COVER TO GRADE EA 2 $2,412.00 $4,824.00 $1,500.00 $3,000.00
61 ADJUST WATER VALVE TO GRADE EA 3 $752.00 $2,256.00 $1,000.00 $3,000.00
62 ROCK SLOPE PROTECTION (300 Ib, Class IV, METHOD B) CY 165 $208.00 $34,320.00 $275.00 $45,375.00
63 ROCK S�OPE PROTECTION (20 Ib, Class I, METHOD B) CY 2.2 $300.00 $660.00 $725.00 $1,595.00
64 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 275 $10.00 $2,750.00 $5.00 $1,375.00
65 MINOR CONCRETE (CURB AND GUTTER) CY 44 $1,040.00 $45,760.00 $1,500.00 $66,000.00
66 MINOR CONCRETE (DRIVEWAY) CY 15 $650.00 $9,750.00 $1,650.00 $24,750.00
67 MINOR CONCRETE (SIDEWALK) CY 26 $1,287.00 $33,462.00 $1,650.00 $42,900.00
68 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 15 $230.00 $3,450.00 $550.00 $8,250.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 Stewart En ineerin Inc. Vikin Construction Com an
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL
69 REMOVE CONCRETE (CURB, GUTTER, AND SIDEWA�K) LF 628 $20.50 $12,874.00 $52.00 $32,656.00
70 F MISCELLANEOUS METAL (BRIDGE) LB 2225 $27.00 $60,075.00 $26.00 $57,850.00
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
71 FITTINGS (TEMPORARY WATERLINE) LF 235 $1,339.00 $314,665.00 $575.00 $135,125.00
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
72 FITTINGS LF 229 $1,511.00 $346,019.00 $850.00 $194,650.00
73 12" BUTTERFLY VA�VE ASSEMBLY EA 2 $14,415.00 $28,830.00 $18,000.00 $36,000.00
74 20" BUTTERFLY VALVE ASSEMBLY EA 3 $21,600.00 $64,800.00 $22,000.00 $66,000.00
75 4" BLOWOFF VALVE EA 1 $29,760.00 $29,760.00 $19,000.00 $19,000.00
76 FORCE BALANCED EXPANSION ASSEMBLY EA 1 $66,492.00 $66,492.00 $60,000.00 $60,000.00
77 COMBINATION AIR VALVE EA 2 $9,590.00 $19,180.00 $10,000.00 $20,000.00
78 PRESSURE TEST LS 1 $17,700.00 $17,700.00 $6,500.00 $6,500.00
79 PIPE�INE DISINFECTION AND TESTING LS 1 $31,050.00 $31,050.00 $10,500.00 $10,500.00
80 ADJUST MONUMENT COVER TO GRADE EA 2 $1,360.00 $2,720.00 $2,750.00 $5,500.00
81 TEMPORARY SECURITY FENCE LF 239 $19.00 $4,541.00 $20.00 $4,780.00
82 SECURITY FENCE LF 231 $73.00 $16,863.00 $65.00 $15,015.00
83 RECONSTRUCT CHAIN LINK FENCE LF 227 $72.00 $16,344.00 $65.00 $14,755.00
84 RESET GATE EA 2 $2,960.00 $5,920.00 $2,750.00 $5,500.00
85 OBJECT MARKER (TYPE P) EA 10 $87.00 $870.00 $75.00 $750.00
86 REMOVE ROADSIDE SIGN EA 6 $140.00 $840.00 $120.00 $720.00
87 RESET ROADSIDE SIGN (ONE POST) EA 2 $349.00 $698.00 $300.00 $600.00
88 RELOCATE ROADSIDE SIGN-ONE POST EA 1 $727.00 $727.00 $625.00 $625.00
89 ROADSIDE SIGN - ONE POST EA 6 $727.00 $4,362.00 $625.00 $3,750.00
90 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25 $105.00 $2,625.00 $100.00 $2,500.00
91 (F) CHAIN LINK RAI�WG LF 5 $378.00 �i1,$9t�.t�(} $350.00 $1,750.00
92 F TUBULAR HANDRAILING LF 124 $106.00 $13,144.00 $100.00 $12,400.00
93 TUBULAR BICYCLE HANDRAI�WG LF 114 $209.00 $23,$26.0(� $200.00 $22,800.00
94 TRANSITION RAILING (TYPE WB-31) EA 2 $6,750.00 $13,500.00 $6,000.00 $12,000.00
95 ALTERNATIVE IN-�INE TERMINAL SYSTEM EA 2 $4,011.00 $8,022.00 $3,500.00 $7,000.00
96 F CONCRETE BARRIER(TYPE 732SW) LF 124 $429.00 $53,196.00 $725.00 $89,900.00
97 (F) CONCRETE BARRIER (TYPE 836) LF 114 $317.00 $36,138.00 $355.00 $40,470.00
98 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 3227 $2.50 $8,067.50 $2.50 $8,067.50
99 REMOVE THERMOP�ASTIC TRAFFIC STRIPE LF 1075 $6.50 $6,987.50 $6.00 $6,450.00
100 CITY OF REDDING TYPE 3E BOX EA 2 $5,300.00 $10,600.00 $10,500.00 $21,000.00
101 MOBI�IZATION LS 1 $586,000.00 $586,000.00 $621,000.00 $621,000.00
TOTA� -CONTRACT ITEMS $5,784,�9�.58 $6,210,622.65
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 McCuen Construction Inc. S.T. Rhoades Construction Inc
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTA�
1 CONSTRUCTION SURVEYING AND STAKING LS 1 $57,500.00 $57,500.00 $25,000.00 $25,000.00
2 �EAD COMP�IANCE PLAN LS 1 $6,500.00 $6,500.00 $3,000.00 $3,000.00
3 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1 $16,000.00 $16,000.00 $15,000.00 $15,000.00
4 CONSTRUCTION AREA SIGNS LS 1 $4,055.00 $4,055.00 $3,000.00 $3,000.00
5 TRAFFIC CONTROL SYSTEM LS 1 $117,226.00 $117,226.00 $400,000.00 $400,000.00
6 TYPE III BARRICADE EA 15 $92.00 $1,380.00 $100.00 $1,500.00
7 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 48 $25.00 $1,200.00 $25.00 $1,200.00
8 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3266 $3.00 $9,798.00 $3.00 $9,798.00
9 CHANNELIZER (SURFACE MOUNTED) EA 82 $24.99 $2,049.18 $70.00 $5,740.00
10 TEMPORARY SIGNA� SYSTEM LS 1 $80,040.00 $80,040.00 $30,000.00 $30,000.00
11 PORTABLE CHANGEABLE MESSAGE SIGN EA 3 $16,560.00 $49,680.00 $10,000.00 $30,000.00
12 TEMPORARY RAI�ING (TYPE K) LF 1280 $110.40 $141,312.00 $75.00 $96,000.00
13 TEMPORARYALTERNATIVE CRASH CUSHION EA 7 $13,041.00 $91,287.00 $3,000.00 $21,000.00
14 JOB SITE MANAGEMENT LS 1 $77,487.00 $77,487.00 $39,000.00 $39,000.00
PREPARE STORM WATER POLLUTION PREVENTION
15 PLAN LS 1 $5,000.00 $5,000.00 $4,750.00 $4,750.00
16 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTRO�) EA 2 $1,300.00 $2,600.00 $500.00 $1,000.00
TEMPORARY HYDRAULIC MULCH (BONDED FIBER
17 MATRIX) SQYD 700 $2.90 $2,030.00 $7.50 $5,250.00
18 TEMPORARY FIBER ROLL LF 553 $14.49 $8,012.97 $6.00 $3,318.00
19 TEMPORARY SI�T FENCE LF 200 $19.84 $3,968.00 $6.00 $1,200.00
20 TEMPORARY CONSTRUCTION ENTRANCE EA 2 $12,075.00 $24,150.00 $2,650.00 $5,300.00
21 STREET SWEEPING LS 1 $38,870.00 $38,870.00 $24,000.00 $24,000.00
22 TEMPORARY CONCRETE WASHOUT LS 1 $6,555.00 $6,555.00 $800.00 $800.00
23 WATER QUA�ITY MONITORING REPORT EA 10 $500.00 $5,000.00 $800.00 $8,000.00
24 WATER QUALITY ANNUAL REPORT EA 2 $1,000.00 $2,000.00 $700.00 $1,400.00
25 TEMPORARY CREEK DIVERSION SYSTEMS LS 1 $113,275.00 $113,275.00 $135,000.00 $135,000.00
26 ASBESTOS COMPLIANCE PLAN LS 1 $6,500.00 $6,500.00 $4,500.00 $4,500.00
REMOVE YELLOW PAINTED TRAFFIC STRIPE
27 (HAZARDOUS WASTE) LF 827 $7.50 $6,202.50 $7.50 $6,202.50
28 CONTRACTOR-SUPP�IED BIO�OGIST LS 1 $25,460.00 $25,460.00 $35,000.00 $35,000.00
29 TEMPORARY HIGH-VISIBILITY FENCE LF 153 $20.70 $3,167.10 $10.00 $1,530.00
30 C�EARWG AND GRUBBING (LS) LS 1 $6,325.00 $6,325.00 $12,000.00 $12,000.00
31 F ROADWAY EXCAVATION CY 575 $161.00 $92,575.00 $200.00 $115,000.00
ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY
32 DEPOSITED LEAD) CY 120 $601.45 $72,174.00 $498.00 $59,760.00
33 (F) STRUCTURE EXCAVATION (TYPE D) CY 331 $218.50 $72,323.50 $350.00 $115,850.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 McCuen Construction Inc. S.T. Rhoades Construction Inc
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTA�
34 (F) STRUCTURE BACKFILL (BRIDGE) CY 140 $446.20 $62,468.00 $875.00 $122,500.00
35 6" SCHEDU�E 40 PVC CONDUIT LF 340 $53.42 $18,162.80 $55.00 $18,700.00
36 4" SCHEDULE 40 PVC CONDUIT LF 170 $50.14 $8,523.80 $65.00 $11,050.00
37 BONDED FIBER MATRIX SQFT 5918 $1.07 $6,332.26 $1.24 $7,338.32
38 CLASS 2 AGGREGATE BASE CY 487 $198.09 $96,469.83 $205.00 $99,835.00
39 HOT MIX ASPHALT (TYPE A) TON 886 $182.29 $161,508.94 $198.00 $175,428.00
40 TACK COAT TON 2.58 $1,939.21 $5,003.16 $950.00 $2,451.00
41 COLD PLANE ASPHA�T CONCRETE PAVEMENT SQYD 2723 $4.27 $11,627.21 $2.25 $6,126.75
42 TEMPORARY SHORING (STAGE 1) LS 1 $258,750.00 $258,750.00 $275,000.00 $275,000.00
43 TEMPORARY SHORING (STAGE 3) LS 1 $270,250.00 $270,250.00 $151,500.00 $151,500.00
44 TEMPORARY PEDESTRIAN WALKWAY LS 1 $11,293.00 $11,293.00 $10,500.00 $10,500.00
45 30" CAST-IN-DRI��ED-HO�E CONCRETE PI�WG LF 1450 $791.19 $1,147,225.50 $570.00 $826,500.00
46 (F) STRUCTURAL CONCRETE, BRIDGE FOOTING CY 45 $1,507.65 $67,844.25 $2,750.00 $123,750.00
47 (F) STRUCTURA� CONCRETE, BRIDGE CY 135 $2,140.15 $288,920.25 $6,000.00 $810,000.00
48 (F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY 181 $2,457.98 $444,894.38 $900.00 $162,900.00
49 (F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 33 $2,363.25 $77,987.25 $3,500.00 $115,500.00
50 (F) MINOR CONCRETE (MINOR STRUCTURE) CY 15 $3,390.20 $50,853.00 $2,000.00 $30,000.00
51 JOINT SEAL (MR 1") LF 107 $184.00 $19,688.00 $120.00 $12,840.00
52 (F) BAR REINFORCING STEEL (BRIDGE) LB 134053 $1.89 $253,360.17 $3.00 $402,159.00
53 (F) BAR REINFORCING STEEL (GALVANIZED) LB 798 $3.35 $2,673.30 $6.00 $4,788.00
54 BRIDGE REMOVA� LS 1 $110,000.00 $110,000.00 $425,000.00 $425,000.00
55 REMOVE PIPE LF 55 $59.80 $3,289.00 $65.00 $3,575.00
56 REMOVE ASBESTOS CONCRETE WATERLINE LF 247 $115.00 $28,405.00 $200.00 $49,400.00
57 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1 $2,645.00 $2,645.00 $3,200.00 $3,200.00
58 RECONSTRUCT CATCH BASIN N0.3 EA 2 $6,474.50 $12,949.00 $6,500.00 $13,000.00
59 CATCH BASIN N0.3 EA 1 $8,774.50 $8,774.50 $9,000.00 $9,000.00
60 ADJUST FRAME AND COVER TO GRADE EA 2 $2,875.00 $5,750.00 $1,750.00 $3,500.00
61 ADJUST WATER VALVE TO GRADE EA 3 $1,092.50 $3,277.50 $1,400.00 $4,200.00
62 ROCK SLOPE PROTECTION (300 Ib, Class IV, METHOD B) CY 165 $304.75 $50,283.75 $330.00 $54,450.00
63 ROCK S�OPE PROTECTION (20 Ib, Class I, METHOD B) CY 2.2 $2,242.50 $4,933.50 $450.00 $990.00
64 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 275 $4.83 $1,328.25 $9.00 $2,475.00
65 MINOR CONCRETE (CURB AND GUTTER) CY 44 $1,989.50 $87,538.00 $1,200.00 $52,800.00
66 MINOR CONCRETE (DRIVEWAY) CY 15 $1,406.45 $21,096.75 $1,100.00 $16,500.00
67 MINOR CONCRETE (SIDEWALK) CY 26 $1,734.20 $45,089.20 $1,200.00 $31,200.00
68 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 15 $345.00 $5,175.00 $200.00 $3,000.00
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 McCuen Construction Inc. S.T. Rhoades Construction Inc
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTA�
69 REMOVE CONCRETE (CURB, GUTTER, AND SIDEWA�K) LF 628 $17.25 $10,833.00 $19.00 $11,932.00
70 F MISCELLANEOUS METAL (BRIDGE) LB 2225 $3.45 $7,676.25 $35.00 $77,875.00
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
71 FITTINGS (TEMPORARY WATERLINE) LF 235 $563.50 $132,422.50 $750.00 $176,250.00
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
72 FITTINGS LF 229 $832.60 $190,665.40 $915.00 $209,535.00
73 12" BUTTERFLY VA�VE ASSEMBLY EA 2 $7,831.50 $15,663.00 $5,200.00 $10,400.00
74 20" BUTTERFLY VALVE ASSEMBLY EA 3 $11,849.60 $35,548.80 $12,500.00 $37,500.00
75 4" BLOWOFF VALVE EA 1 $21,275.00 $21,275.00 $12,900.00 $12,900.00
76 FORCE BALANCED EXPANSION ASSEMBLY EA 1 $54,395.00 $54,395.00 $50,000.00 $50,000.00
77 COMBINATION AIR VALVE EA 2 $9,430.00 $18,860.00 $4,990.00 $9,980.00
78 PRESSURE TEST LS 1 $28,750.00 $28,750.00 $3,000.00 $3,000.00
79 PIPE�INE DISINFECTION AND TESTING LS 1 $54,395.00 $54,395.00 $8,000.00 $8,000.00
80 ADJUST MONUMENT COVER TO GRADE EA 2 $1,265.00 $2,530.00 $1,350.00 $2,700.00
81 TEMPORARY SECURITY FENCE LF 239 $65.00 $15,535.00 $16.00 $3,824.00
82 SECURITY FENCE LF 231 $86.00 $19,866.00 $62.50 $14,437.50
83 RECONSTRUCT CHAIN LINK FENCE LF 227 $61.50 $13,960.50 $61.50 $13,960.50
84 RESET GATE EA 2 $2,550.00 $5,100.00 $2,550.00 $5,100.00
85 OBJECT MARKER (TYPE P) EA 10 $115.00 $1,150.00 $125.00 $1,250.00
86 REMOVE ROADSIDE SIGN EA 6 $35.00 $210.00 $50.00 $300.00
87 RESET ROADSIDE SIGN (ONE POST) EA 2 $200.00 $400.00 $200.00 $400.00
88 RELOCATE ROADSIDE SIGN-ONE POST EA 1 $200.00 $200.00 $200.00 $200.00
89 ROADSIDE SIGN - ONE POST EA 6 $465.00 $2,790.00 $500.00 $3,000.00
90 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25 $90.00 $2,250.00 $90.00 $2,250.00
91 (F) CHAIN LINK RAI�WG LF 5 $325.00 $1,625.00 $325.00 $1,625.00
92 F TUBULAR HANDRAILING LF 124 $91.00 $11,284.00 $91.00 $11,284.00
93 TUBULAR BICYCLE HANDRAI�WG LF 114 $180.00 $20,520.00 $180.00 $20,520.00
94 TRANSITION RAILING (TYPE WB-31) EA 2 $5,800.00 $11,600.00 $5,800.00 $11,600.00
95 ALTERNATIVE IN-�INE TERMINAL SYSTEM EA 2 $3,450.00 $6,900.00 $3,450.00 $6,900.00
96 F CONCRETE BARRIER(TYPE 732SW) LF 124 $535.11 $66,353.64 $500.00 $62,000.00
97 (F) CONCRETE BARRIER (TYPE 836) LF 114 $359.59 $40,993.26 $375.00 $42,750.00
98 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 3227 $2.10 $6,776.70 $2.10 $6,776.70
99 REMOVE THERMOP�ASTIC TRAFFIC STRIPE LF 1075 $5.60 $6,020.00 $5.60 $6,020.00
100 CITY OF REDDING TYPE 3E BOX EA 2 $4,025.00 $8,050.00 $5,000.00 $10,000.00
101 MOBI�IZATION LS 1 $630,940.00 $630,940.00 $670,000.00 $670,000.00
TOTA� -CONTRACT ITEMS $6,251,609.85 $6,765,524.27
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 JS Builders Inc.** AVERAGE
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE
1 CONSTRUCTION SURVEYING AND STAKING LS 1 $0.00 $0.00 $35,000'.00
2 �EAD COMP�IANCE PLAN LS 1 $0.00 $0.00 $4,356!00
3 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1 $0.00 $0.00 $13,980:00 '
4 CONSTRUCTION AREA SIGNS LS 1 $0.00 $0.00 $4,451:00 '
5 TRAFFIC CONTROL SYSTEM LS 1 $0.00 $0.00 $'158,445:20 �
6 TYPE III BARRICADE EA 15 $0.00 $0.00 ' $1�3:60 '
7 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 48 $0.00 $0.00 $23:6�
8 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3266 $0.00 $0.00 $3.40
9 CHANNELIZER (SURFACE MOUNTED) EA 82 $0.00 $0.00 : $57':20
10 TEMPORARY SIGNA� SYSTEM LS 1 $0.00 $0.00 $56,40$i00
11 PORTABLE CHANGEABLE MESSAGE SIGN EA 3 $0.00 $0.00 $13,64?:00
12 TEMPORARY RAI�ING (TYPE K) LF 1280 $0.00 $0.00 $77:6�3
13 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7 $0.00 $0.00 $6,016:20
14 JOB SITE MANAGEMENT LS 1 $0.00 $0.00 $67,697:40
PREPARE STORM WATER POLLUTION PREVENTION
15 PLAN LS 1 $0.00 $0.00 $5,98Q:Ot�
16 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTRO�) EA 2 $0.00 $0.00 $1,034.00
TEMPORARY HYDRAULIC MULCH (BONDED FIBER
17 MATRIX) SQYD 700 $0.00 $0.00 $5:15 ''
18 TEMPORARY FIBER ROLL LF 553 $0.00 $0.00 $9':90
19 TEMPORARY SI�T FENCE LF 200 $0.00 $0.00 ' $12.�7 '
20 TEMPORARY CONSTRUCTION ENTRANCE EA 2 $0.00 $0.00 $6,650'.fl0 '
21 STREET SWEEPWG LS 1 $0.00 $0.00 $36,494:6�
22 TEMPORARY CONCRETE WASHOUT LS 1 $0.00 $0.00 $11,147i00
23 WATER QUA�ITY MONITORWG REPORT EA 10 $0.00 $0.00 $673:00
24 WATER QUALITY ANNUAL REPORT EA 2 $0.00 $0.00 $1,047:00
25 TEMPORARY CREEK DIVERSION SYSTEMS LS 1 $0.00 $0.00 $�41,705:00
26 ASBESTOS COMPLIANCE PLAN LS 1 $0.00 $0.00 $5,0�0:00
REMOVE YELLOW PAINTED TRAFFIC STRIPE
27 (HAZARDOUS WASTE) LF 827 $0.00 $0.00 $$!2a '
28 CONTRACTOR-SUPP�IED BIO�OGIST LS 1 $0.00 $0.00 $63,�32:00
29 TEMPORARY HIGH-VISIBILITY FENCE LF 153 $0.00 $0.00 $'15:74 '
30 C�EARWG AND GRUBBING (LS) LS 1 $0.00 $0.00 $33,0$5'.d� '
31 F ROADWAY EXCAVATION CY 575 $0.00 $0.00 $'124�00 '
ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY
32 DEPOSITED LEAD) CY 120 $0.00 $0.00 ; $431:49
33 (F) STRUCTURE EXCAVATION (TYPE D) CY 331 $0.00 $0.00 ; $353i10 '
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 JS Builders Inc.** AVERAGE
UNIT UNIT
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE
34 (F) STRUCTURE BACKFILL (BRIDGE) CY 140 $0.00 $0.00 $529124
35 6" SCHEDU�E 40 PVC CONDUIT LF 340 $0.00 $0.00 $42.68 '
36 4" SCHEDULE 40 PVC CONDUIT LF 170 $0.00 $0.00 ` $39:53 "
37 BONDED FIBER MATRIX SQFT 5918 $0.00 $0.00 $1':17 '
38 CLASS 2 AGGREGATE BASE CY 487 $0.00 $0.00 ; $151:02
39 HOT MIX ASPHALT (TYPE A) TON 886 $0.00 $0.00 $�84'.a6
40 TACK COAT TON 2.58 $0.00 $0.00 $1,t}89":OA '
41 COLD PLANE ASPHA�T CONCRETE PAVEMENT SQYD 2723 $0.00 $0.00 $7:3t�
42 TEMPORARY SHORING (STAGE 1) LS 1 $0.00 $0.00 $149,$70:00 '
43 TEMPORARY SHORING (STAGE 3) LS 1 $0.00 $0.00 $105,370!0�
44 TEMPORARY PEDESTRIAN WALKWAY LS 1 $0.00 $0.00 $41,95$'.60 '
45 30" CAST-IN-DRI��ED-HO�E CONCRETE PI�WG LF 1450 $0.00 $0.00 ' $539iO4 '
46 (F) STRUCTURAL CONCRETE, BRIDGE FOOTING CY 45 $0.00 $0.00 $1,991?�3 '
47 (F) STRUCTURA� CONCRETE, BRIDGE CY 135 $0.00 $0.00 $3,127`63 i
48 (F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY 181 $0.00 $0.00 $2,343:20 '
49 (F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 33 $0.00 $0.00 $2,74$!65 ii
50 (F) MINOR CONCRETE (MINOR STRUCTURE) CY 15 $0.00 $0.00 $2,263'.44
51 JOINT SEAL (MR 1") LF 107 $0.00 $0.00 I $139:60 '
52 (F) BAR REINFORCING STEEL (BRIDGE) LB 134053 $0.00 $0.00 $2:25 ''
53 (F) BAR REINFORCING STEEL (GALVANIZED) LB 798 $0.00 $0.00 $4:29
54 BRIDGE REMOVA� LS 1 $0.00 $0.00 $1$9,800:Ot� '
55 REMOVE PIPE LF 55 $0.00 $0.00 $94'.96 '
56 REMOVE ASBESTOS CONCRETE WATERLINE LF 247 $0.00 $0.00 $189':80
57 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1 $0.00 $0.00 $4,$63:20
58 RECONSTRUCT CATCH BASIN N0.3 EA 2 $0.00 $0.00 $9,977.1t�
59 CATCH BASIN N0.3 EA 1 $0.00 $0.00 $12,587:9(7
60 ADJUST FRAME AND COVER TO GRADE EA 2 $0.00 $0.00 $2,507:4d
61 ADJUST WATER VALVE TO GRADE EA 3 $0.00 $0.00 $1,848.90
62 ROCK SLOPE PROTECTION (3001b, Class IV, METHOD B) CY 165 $0.00 $0.00 ' $282s55
63 ROCK S�OPE PROTECTION (20 Ib, Class I, METHOD B) CY 2.2 $0.00 $0.00 $1,443!5t7
64 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 275 $0.00 $0.00 $7':17
65 MINOR CONCRETE (CURB AND GUTTER) CY 44 $0.00 $0.00 $1,423:90
66 MINOR CONCRETE (DRIVEWAY) CY 15 $0.00 $0.00 $1,221!29
67 MINOR CONCRETE (SIDEWALK) CY 26 $0.00 $0.00 $1,434i24
68 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 15 $0.00 $0.00 $445:OC1 ''
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
BID TABULATION FOR:
Westside Road Over Canyon Hollow Creek Bridge Replacement
Bid Schedule No.: 5470
Job No.: 2475 JS Builders Inc.** AVERAGE
UNIT UNIT '
ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE
69 REMOVE CONCRETE (CURB, GUTTER, AND SIDEWA�K) LF 628 $0.00 $0.00 $26:15 '
70 F MISCELLANEOUS METAL (BRIDGE) LB 2225 $0.00 $0.00 $23'.89
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
71 FITTINGS (TEMPORARY WATERLINE) LF 235 $0.00 $0.00 ' $822'.'10
20" C�ASS 250 DUCTI�E IRON PIPE WATERLINE AND
72 FITTINGS LF 229 $0.00 $0.00 $1,0$1.72 '
73 12" BUTTERFLY VA�VE ASSEMBLY EA 2 $0.00 $0.00 $1"1,339':30
74 20" BUTTERFLY VALVE ASSEMBLY EA 3 $0.00 $0.00 $17`,289:92 '
75 4" BLOWOFF VALVE EA 1 $0.00 $0.00 $20,187i00
76 FORCE BALANCED EXPANSION ASSEMBLY EA 1 $0.00 $0.00 $59,977:40 '
77 COMBINATION AIR VALVE EA 2 $0.00 $0.00 $9,532:00 '
78 PRESSURE TEST LS 1 $0.00 $0.00 $13,190:00 '
79 PIPE�INE DISINFECTION AND TESTWG LS 1 $0.00 $0.00 $25,1$9':00
80 ADJUST MONUMENT COVER TO GRADE EA 2 $0.00 $0.00 $1,996':00 '
81 TEMPORARY SECURITY FENCE LF 239 $0.00 $0.00 $27:60
82 SECURITY FENCE LF 231 $0.00 $0.00 i $?1:70
83 RECONSTRUCT CHAIN LINK FENCE LF 227 $0.00 $0.00 ' $66:flfl '
84 RESET GATE EA 2 $0.00 $0.00 $2,762:00 '
85 OBJECT MARKER (TYPE P) EA 10 $0.00 $0.00 ! $'106.40
86 REMOVE ROADSIDE SIGN EA 6 $0.00 $0.00 $77`OU '
87 RESET ROADSIDE SIGN (ONE POST) EA 2 $0.00 $0.00 $255':8n '
88 RELOCATE ROADSIDE SIGN-ONE POST EA 1 $0.00 $0.00 $396:4�
89 ROADSIDE SIGN - ONE POST EA 6 $0.00 $0.00 $569':40
90 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25 $0.00 $0.00 ' $9$��0
91 (F) CHAIN LINK RAI�WG LF 5 $0.00 $0.00 ' $349:6�
92 F TUBULAR HANDRAILING LF 124 $0.00 $0.00 $98:20
93 TUBULAR BICYCLE HANDRAI�WG LF 114 $0.00 $0.00 $194':8b
94 TRANSITION RAILING (TYPE WB-31) EA 2 $0.00 $0.00 $6,200.U0
95 ALTERNATIVE IN-�INE TERMINAL SYSTEM EA 2 $0.00 $0.00 $�,682!20
96 F CONCRETE BARRIER(TYPE 732SW) LF 124 $0.00 $0.00 $623:�2
97 (F) CONCRETE BARRIER (TYPE 836) LF 114 $0.00 $0.00 $384's32 '
98 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 3227 $0.00 $0.00 $2;24 '
99 REMOVE THERMOP�ASTIC TRAFFIC STRIPE LF 1075 $0.00 $0.00 $6.14
100 CITY OF REDDING TYPE 3E BOX EA 2 $0.00 $0.00 $5,42�.00 '
101 MOBI�IZATION LS 1 $0.00 $0.00 $561,58$;00 '
Average Bid To#al
TOTA� -CONTRACT ITEMS $0.00 i $5,952,'i76:47
Shaded areas indicate corrections made in accordance with the Special Provisions.
**Bidder deemed non-responsive
lii
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,�` CITY OF REDDING
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� � REPORT TO THE CITY COUNCIL
MEETiNG DATE: June 16,2020 FROM: Chuck Aukland, Public
ITEM NO. 4.11(b} Works Dire�tor
***APPROVED BY***
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ti�kl�sizrl, F'ubl��, ��`�I�1ar�� �; t� �i��/�(Y2(l ��������Y iP�ain,Ci �� an ea �/8/'���420
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caukland@c�red„"`�,' ��a.us ,��,„,: btippin@cityofredding.org
SUBJECT: �3�'1(b)--Adoption of t���astside Road and Westside Road Bridges Replacement
Project, Mltl���d Negative Decl�rat���,�and the Mitigation and Monitoring Pragram
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Recommendatio�z '
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Adopt the Mitigated Negative I���ration (MN� �<the �Mitigation �Monitoring Program (MMP),
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and approve the Eastside Roa� ��d Westside �.��d Bridges Replacement Project (Project) as
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described, thereby satisfying i-�� requiremer��� �� the���lifornia Environmental Quality Act
(CEQA Guidelines §15074). ' ' '
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Fiscal Impact � '
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Adoption of the Mitigated Negative Declax�.���,�VIND) and t1����Iltig��on Monitoring Program
(MMP) allows the project to move tow����e ���1 design,���,�onst����on phases. There is no
, � 5 � � ,
fiscal impact as a direct result of ado���ig the ���t��`��� ��gative ��laration and Mitigation
Mo�itoring Program. �`�"' ���� ��
The Eastside Road bridge replacement is estimated to cost $2,C���;�0t�� ������'�`Westside Road
bridge replacement rs estimated to cost $2,985,612 Approxim����'��„���cent of the cost for the
Project will be funded through a grant from the �`�d��� ����iway Bridge Program. The
remaining $650,000 will be a local match from the Traf'�t�����act Fee Program.
Alternative Action
The City Council (Council) can choose to not adopt the MND and the MMP. Withouti approval,
the project would not proceed, as it wou]d not be in compliance with the California
Environmental Quality Act (CEQA). Future opportunities for I�ighway Bridge Program grant
funding would also be jeopardized.
Report to Redding City Council June 8,2020
Re: 4.11(b)--Eastside Road and Westside Road Bridges Replacement Project Page 2
BackgroundlAnalysis
The project is located on the east side and west side of State Route 2�3, respectively,
approximately 650 feet south of the intersection of State Route 273 and Buenaventura
Boulevard. The project will replace the existing Eastside Road Bridge with a new two-lane, two-
span cast-in-place reinforced concrete slab-bridge. The proposed structure wi11 provide two 12-
foot travel lanes, 8-foot shoulders, one 6-foot wide sidewalk, and concrete barriers.
Approxi�nately 300 feet of roadway will be reconstructed at both approaches to conform to the
new bridge.
The Westside� Road Bridge wi11 be replaced with a new two-lane, three-span cast-in-place
reinforced concrete slab-bridge. The propased bridge will provide two 12-foot travel lanes, 4-
foot shoulders, one 6-foot wide sidewalk, and barriers. The roadway will be reconstructed
approximately 175 fe���� ��i�����th and 325 feet to the north to conform to the new bridge.
Construction of bo�����es��wi������aged to allow a single lane of alternating traffic, controlled
by temporary si��� `
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The in-channs����ork area extends ap���imately 25 feet upstream and downstream of the new
bridges to allt��'access into the char����during construction and underground utility relocations.
Additional pr���t work includes extending the sidewalk along select approaches, storm drain
modification, ��,��,ng, striping, and sign installation. Speci�cally, Paci�c Gas and Electric
(PG&E) gas lm�`��s�'��r a��,��ding (����� ���er lines, and AT&T underground phone and fiber
lines would require ���������i at t���������� ��stside Road Bridge and Westside Road Bridge.
The PG&E gas line relocations ��i� ,��"�I'&T unde� �aund will require trench excavation depths up
to approximately 12 feet deep � � �;�„
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Two staging areas are proposed �'�' the pro���� �'he fix'��=��aging area is within a disturbed dirt
area located at the northeast qua�����p����'��stsld�'���,,���,dge The second staging area is a
paved section of abandoned roadwa� ����ted 1,�� ��et no��=�f the Westside Road Bridge.
Roadway and stnact�re improvements fa11 wltl�� ��'ty and priv���right-of-way. It is anticipated
the project will require temporary constructlt����ements, and��oachment permits/agreements
will be obtained from California Departn:���c���'�ransportat�� ��a1tr���and the Union Pacific
Railroad for construction access. The��'��sidex���l Br�����`i�'anti����'�ed to be built in 2021,
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and would require two seasons of cons�ction. "1������'��'t�e Roac� ��'idge is anticipated to be
constructed in 2022, and would also require two seasons of constru���'n.
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An Initial Study (IS) was prepared to satisfy the requirements of��� C��,�' a����c�escribes why the
project is being proposed and the potential impacts t� the ex��������ronment. The IS shows
that the proposed project could have a significant s��'�'��`�.��� '�iological resources, but with
implementation of mitigation measures, those impacts w1�1 ��e reduced to a level considered less
than significant. The mitigation m�asures and conservation measures to be implemented are
common practices and include, but are not limited to, biological pre-construction surveys, impact
minimization, exclusionary fencing, and erosion control.
Based on the conclusions made in the IS, a MND was prepared. The MND describes the project,
including mitigation measures, and makes the determination that there will be no significant
effect on the environment provided that the de�ned mitigation measures are implemented as part
of the project. In addition, a MMP has been written and incorporated into the MND (CEQA
Section 21081,6). The MMP wi11 be used by City staff, contractors, agencies, and monitoring
personnel during and after the proj ect to ensure effective implementation of the adopted
mitigation measures outlined in the MND.
Report to Redding City Council June 8,2020
Re: 4.11(b)--Eastside Road and Westside Road Bridges Replacement Project Page 3
The IS/MND/MMP documents were sent to the State Clearinghouse for a 30-day public review
period and distribution to pertinent state agencies. They were sent to 1oca1 resource agencies, the
Shasta County C1erk, and posted on the Public Works Department website. A public notice was
also sent to landowners in the vicinity of the project and posted in the local newspaper. Two
comipent letters were received during the public comment period. Responses to the comment
letters have been prepar�d and are att�ched to the final MND.
The City is the l�ad agency for the project pursuant to CEQA. As the lead CEQA agency, the
Council is authori�ed to adopt the MND per Redding Municipal Code Section §18.24.070.E and
state law. Upon adoption of the MND and approval of the project by the Council, a Notice of
Determin�tion wi11 be filed wi�h the Shasta County Clerk's Office and the State Clearinghouse,
completing the environmental review process.
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The IS/1VIND is a������;� ������� ���� Clerk's office for review and is also available online at
https:llwww cltu���'���in�.argldepa������nts/public-works/environmental-mana e�.
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Council Praox����ity Manager Goal� ',
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• This a���da item is a routine operational item.
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Attachments � � , ,,� , ��
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Location Map ` '�
Mitigated Negative Declaration � ��
Mitigation Monitoring Prograrri���ailable on11r��� '
Eastside&Westside Bridges In�����eStudy 1V������0 (a����ble online)
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