ADDENDUM NO. 2 – DETAILED REVISIONS AND CHANGES
THIS PAGE HAS BEEN REVISED IN ITS ENTIRETY. DISREGARD THE CORRESPONDING PAGE
IN THE BID DOCUMENTS DATED 6/20/2012.
1
ITEM FINAL PAY ITEMS (F) ITEM CODE UNIT QUANTITY UNIT PRICE AMOUNT 31 150665 LF 15800 32 150667 LF 7360 33 150668 REMOVE FLARED END SECTION EA 13 34 150711 REMOVE PAINTED TRAFFIC STRIPE LF 747000 35 150722 REMOVE PAVEMENT MARKER EA 4340 36 150742 REMOVE ROADSIDE SIGN EA 69 37 150760 REMOVE SIGN STRUCTURE (EA) EA 3 38 150771 REMOVE ASPHALT CONCRETE DIKE LF 230 39 150801 REMOVE OVERSIDE DRAIN EA 14 40 150801A REMOVE RSP CY 980 41 150809 REMOVE CULVERT (LF) LF 1430 42 150820 REMOVE INLET EA 47 43 150843 REMOVE SOUND WALL (SQFT) SQFT 21600 44 150857 SQFT 22900 45 152372 38000 46 152390 RELOCATE ROADSIDE SIGN EA 19 47 152430 ADJUST INLET EA 6 48 152500 LF 1700 49 153103 379000 50 153121 REMOVE CONCRETE (CY) CY 120 51 153130 REMOVE CONCRETE CURB (LF) LF 1760 DESCRIPTION REMOVE SINGLE THRIE BEAM BARRIER REMOVE DOUBLE THRIE BEAM BARRIER REMOVE ASPHALT CONCRETE SURFACING RELOCATE CONCRETE BARRIER (TYPE K) ADJUST METAL BEAM GUARD RAILING COLD PLANE ASPHALT CONCRETE PAVEMENT CBF-10
LF SQYD 2
2
2
2
THIS PAGE HAS BEEN REVISED IN ITS ENTIRETY. DISREGARD THE CORRESPONDING PAGE
IN THE BID DOCUMENTS DATED 6/20/2012.
1
ITEM FINAL PAY ITEMS (F) ITEM CODE UNIT QUANTITY UNIT PRICE AMOUNT 115 208594 LF 4290 116 208595 LF 2970 117 208596 LF 5870 118 208597 LF 240 119 208598 LF 6930 120 208599 LF 20400 121 208633A 1 1/2" PRESSURE RELIEF VALVE EA 1 122 208768 12" BITUMINOUS COATED CORRUGATED STEEL PIPE CONDUIT (0.064" THICK) LF 74 123 260201 CLASS 2 AGGREGATE BASE (CY) CY 154000 124 390131 HOT MIX ASPHALT (TYPE A) (QC/QA) TON 197000 125 390132 HOT MIX ASPHALT (TYPE A) TON 2
3020 126 390134 HOT MIX ASPHALT (OPEN GRADED) TON 36000 127 390161 HOT MIX ASPHALT (BRIDGE) TON 600 128 394050 RUMBLE STRIP STA 2380 129 394074 LF 300 130 394076 LF 2500 131 394077 LF 590 132 394090 SQYD 12700 133 395000 LIQUID ASPHALT (PRIME COAT) TON 450 134 397005 TACK COAT TON 280 135 F 477020 MECHANICALLY STABILIZED EMBANKMENT SQFT 9891 DESCRIPTION 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) PLACE HOT MIX ASPHALT DIKE (TYPE C) PLACE HOT MIX ASPHALT DIKE (TYPE E) PLACE HOT MIX ASPHALT DIKE (TYPE F) PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) CBF-14
THIS PAGE HAS BEEN REVISED IN ITS ENTIRETY. DISREGARD THE CORRESPONDING PAGE
IN THE BID DOCUMENTS DATED 6/20/2012.
1
ITEM FINAL PAY ITEMS (F) ITEM CODE UNIT QUANTITY UNIT PRICE AMOUNT 178 560218 LB 167000 179 560219 LB 167000 180 560244 SQFT 980 181 560246 SQFT 2
610 182 560248 SQFT 2
440 183 560249 SQFT 2
170 184 560251 SQFT 44 185 560252 SQFT 2
26 186 561003 LF 62 187 561016 LF 160 188 562001 METAL (ROADSIDE SIGN) LB 8110 189 562002 METAL (BARRIER MOUNTED SIGN) LB 2
2610 190 566011 ROADSIDE SIGN ‐ ONE POST EA 2
48 191 566012 ROADSIDE SIGN ‐ TWO POST EA 8 192 56602X EA 21 193 568001 EA 2 194 568023 EA 8 195 620060 12" ALTERNATIVE PIPE CULVERT LF 170 196 620100 18" ALTERNATIVE PIPE CULVERT LF 2190 DESCRIPTION FURNISH SIGN STRUCTURE (TRUSS) INSTALL SIGN STRUCTURE (TRUSS) FURNISH LAMINATED PANEL SIGN (1"‐TYPE A) FURNISH LAMINATED PANEL SIGN (2 1/2"‐TYPE B) FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"‐ UNFRAMED) FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"‐ UNFRAMED) FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"‐
FRAMED) FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"‐
FRAMED) 24" CAST‐IN‐DRILLED‐HOLE CONCRETE PILE (SIGN FOUNDATION) 60" CAST‐IN‐DRILLED‐HOLE CONCRETE PILE (SIGN FOUNDATION) INSTALL ROADSIDE SIGN POST (METAL) INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST) CBF-17
2
THIS PAGE HAS BEEN REVISED IN ITS ENTIRETY. DISREGARD THE CORRESPONDING PAGE
IN THE BID DOCUMENTS DATED 6/20/2012.
1
ITEM FINAL PAY ITEMS (F) ITEM CODE UNIT QUANTITY UNIT PRICE AMOUNT 197 620140 24" ALTERNATIVE PIPE CULVERT LF 10600 198 620180 30" ALTERNATIVE PIPE CULVERT LF 28 199 620220 36" ALTERNATIVE PIPE CULVERT LF 2460 200 620260 42" ALTERNATIVE PIPE CULVERT LF 360 201 655255A LF 260 202 LF 36 203 692005 12" ENTRANCE TAPER EA 4 204 703233 GRATED LINE DRAIN LF 680 205 703450 LF 463 206 705307 EA 7 207 705311 EA 13 208 705315 EA 1 209 707117 LF 170 210 F 721011 CY 329.9 211 F 721013 CY 660.8 212 F 721015 CY 1554.3 213 729011 SQYD 2660.3 214 730020 MINOR CONCRETE (CURB) (CY) CY 94 215 730040 MINOR CONCRETE (GUTTER) (LF) LF 4420 216 731502 CY 71 217 731504 CY 170 DESCRIPTION JACKED 18" REINFORCED CONCRETE PIPE CULVERT JACKED 24" REINFORCED 655256A CONCRETE PIPE CULVERT WELDED STEEL PIPE CASING (BRIDGE) 12" ALTERNATIVE FLARED END SECTION 18" ALTERNATIVE FLARED END SECTION 24" ALTERNATIVE FLARED END SECTION 36" PRECAST CONCRETE PIPE INLET ROCK SLOPE PROTECTION (BACKING NO. 2, METHOD B) ROCK SLOPE PROTECTION (1/4 TON, METHOD B) (CY) ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY) ROCK SLOPE PROTECTION FABRIC (CLASS 8) MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) MINOR CONCRETE (CURB AND GUTTER) CBF-18
2
THIS PAGE HAS BEEN REVISED IN ITS ENTIRETY. DISREGARD THE CORRESPONDING PAGE
IN THE BID DOCUMENTS DATED 6/20/2012.
1
ITEM FINAL PAY ITEMS (F) ITEM CODE UNIT QUANTITY UNIT PRICE AMOUNT 238 832001 METAL BEAM GUARD RAILING LF 1246 239 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 10100 240 F 833000 METAL RAILING LF 458 241 F 833021A CHAIN LINK RAILING (TYPE 2) 2742.8 242 F 833033 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 196 243 833073 WILDLIFE PASSAGE WAY (TYPE M)
EA 1 244 F 833088 TUBULAR HANDRAILING LF 1010 245 F 833141A LF 1010 246 F 833142 LF 583 247 839301 SINGLE THRIE BEAM BARRIER LF 3605 248 839310 DOUBLE THRIE BEAM BARRIER LF 20589 249 F 839313A DOUBLE THRIE BEAM BARRIER (BRIDGE) (Mod) LF 308 250 839540 TRANSITION RAILING (TYPE STB) EA 1 251 839541 TRANSITION RAILING (TYPE WB) EA 21 252 839542 TRANSITION RAILING (TYPE DTB) EA 2 253 839576 END CAP (TYPE A) EA 4 254 839578 END CAP (TYPE TC) EA 28 255 839581 EA 8 256 839584 257 839585 258 839701 DESCRIPTION CONCRETE BARRIER (TYPE 26A MODIFIED) CONCRETE BARRIER (TYPE 26 MODIFIED) END ANCHOR ASSEMBLY (TYPE SFT) ALTERNATIVE IN‐LINE TERMINAL SYSTEM ALTERNATIVE FLARED TERMINAL SYSTEM CONCRETE BARRIER (TYPE 60) CBF-20
LF 2
2
EA 2
9 EA 2
13 1700 LF THIS PAGE HAS BEEN REVISED IN ITS ENTIRETY. DISREGARD THE CORRESPONDING PAGE
IN THE BID DOCUMENTS DATED 6/20/2012.
1
ITEM FINAL PAY ITEMS (F) ITEM CODE UNIT QUANTITY UNIT PRICE AMOUNT 259 F 839702 CONCRETE BARRIER (TYPE 60A) LF 680 260 839703 CONCRETE BARRIER (TYPE 60C) LF 42200 261 839704 CONCRETE BARRIER (TYPE 60D) LF 3420 262 839709 CONCRETE BARRIER (TYPE 60GE) LF 1090 263 F 839718 CONCRETE BARRIER (TYPE 732R) LF 558 264 F 839720 CONCRETE BARRIER (TYPE 732) LF 353 265 F 839725 CONCRETE BARRIER (TYPE 736) LF 242 266 F 839726 CONCRETE BARRIER (TYPE 736A) LF 472 267 F LF 3468 268 F 24.8 269 F LF 8212 270 SQFT 310 271 LF 577000 272 EA 22700 273 EA 9770 274 LS 1 275 860402 LIGHTING (CITY STREET) LS 1 276 860532 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 1 277 860615 MODIFY FLASHING BEACON LS 1 278 860797 ELECTRIC SERVICE (IRRIGATION) LS 1 279 86081X MODIFY WIRELESS VEHICLE DETECTION SYSTEM LS 1 DESCRIPTION CONCRETE BARRIER (TYPE 736 MODIFIED) CONCRETE BARRIER (TYPE 736SV 839734A Mod) CONCRETE BARRIER (TYPE 736S 839735A MODIFIED) THERMOPLASTIC PAVEMENT 840515 MARKING THERMOPLASTIC TRAFFIC STRIPE 840560 (SPRAYABLE) PAVEMENT MARKER (NON‐
850101 REFLECTIVE) PAVEMENT MARKER 850111 (RETROREFLECTIVE) MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM 860090 ELEMENTS DURING CONSTRUCTION 839727 CBF-21
LF 2
STANDARD PROVISIONS
These Standard Provisions modify the State of California Department of
Transportation Standard Specifications Dated 2010.
2
Replace section 1-1.07B with:
1-1.07B
Glossary
acceptance: Written documentation attesting to the act of an authorized representative of the Department
identifying all work or a specified portion thereof under the Contract as complete to the satisfaction of the
Department and Caltrans.
acts of God: “Acts of God” as defined in Public Contracts Code § 7105.
activity: Task, event, or other project element on a schedule that contributes to completing the project.
An activity has a description, associated resources (e.g. quantities), start date, finish date, duration, and
one or more logic ties.
aerially deposited lead: Lead primarily from vehicle emissions deposited within unpaved areas or
formerly unpaved areas.
archaeological monitoring area: Area within or near construction limits where access is allowed, but
work is subject to archaeological monitoring.
archaeological resources: Remains of past human activity, including historic and prehistoric material
(e.g., tools and tool fragments, hearth and food remains, structural remains, and human remains).
authorized laboratory: Independent testing laboratory (1) not employed or compensated by any
subcontractor or subcontractor’s affiliate providing other services for the Contract and (2) authorized by
the Department.
base: Layer of specified material of planned thickness placed immediately below the pavement or
surfacing.
basement material: Material in excavation or embankment under the lowest layer to be placed.
bid: The written offer of the bidder (when submitted on the approved Contract bid form) to furnish the
necessary materials, equipment and expertise required to perform the work in accordance with the
Contract requirements.
bid item: Specific work unit for which the bidder provides a price (also termed ‘Contract Item’).
Bid Item List: List of bid items and the associated quantities. The verified Bid Item List is the Bid Item
List with verified prices. The Contract Proposal of Low Bidder at the Department’s website is the
verified Bid Item List. After Contract award, interpret a reference to the Bid Item List as a reference to
the verified Bid Item List.
bid documents:
1.
Notice Inviting Bids
2.
Instruction to Bidders
3.
Contract Bid Forms
4.
Form of Contract
5.
Payment and Performance Bond Forms
Standard Provisions-3
STANDARD PROVISIONS
commercial quality: Quality meeting the best general practices.
commercial source: Established business operating as a material source to the general public.
Commission or RCTC:
representatives.
The Riverside County Transportation Commission and/or its authorized
Contract: The agreement (or form of contract) executed by Contractor and the Department, which
incorporates and includes Contractor’s bid and all Contract Documents covering the performance of the
work, including the furnishing of labor, superintendence, materials, tools and equipment as indicated in
the Contract Documents.
Contract completion date: Current extended date for completion of the Contract shown on the Weekly
Statement of Working Days.
Contract Documents: Bid and Contract Documents dated June 20, 2012.
components are listed in section 5-1.02
The Contract
1.
Bid book dated June 20, 2012
2.
Notice Inviting Bids, Standard Provisions and Special Provisions dated June 20, 2012
3.
Project plans
4.
Revised standard specifications
5.
Standard specifications
6.
Revised standard plans
7.
Standard plans
8.
Supplemental project information
Contract price: The total possible compensation that may be paid to Contractor by the Department for
the completion of the work, including all authorized quantity and/or price changes due to approved
Change Orders, as provided in the Contract Documents.
Contract time: The period of time stated in the Contract Documents, allowed for completion of the
work, including all authorized time extensions.
Contractor: The individual, firm, partnership or corporation, or combination thereof, private, municipal
or public, including joint ventures, which, as an independent contractor, has entered into the Contract with
the Department, who is referred to throughout the Contract Documents by singular number and masculine
gender.
controlling activity: Construction activity that will extend the scheduled completion date if delayed.
critical delay: Delay that extends the scheduled completion date.
critical path: Longest continuous chain of activities for the project that has the least amount of total float
of all chains. In general, a delay on the critical path extends the scheduled completion date.
critical path method: Network based planning technique using activity durations and relationships
between activities to calculate a schedule for the entire project.
culvert: Structure other than a bridge that provides an opening under a roadway.
Standard Provisions-5
2
STANDARD PROVISIONS
of the work or temporary work. Such shop drawings shall be deemed to include product data, literature,
and performance and test data.
shoulder: Roadway portion contiguous with the traveled way for stopped vehicle accommodation,
emergency use, and lateral support of base and surface courses.
small tool: Tool or piece of equipment not listed in Labor Surcharge and Equipment Rental Rates that has
a replacement value of $500 or less.
specifications: Standard specifications, revised standard specifications, and special provisions.
1.
standard specifications: Specifications standard to Department construction projects. These
specifications are in a book titled Standard Specifications.
2.
revised standard specifications: New or revised standard specifications. These
specifications are in a section titled Revised Standard Specifications in a book titled Notice
Inviting Bids and Special Provisions.
3.
special provisions: Specifications specific to the project. These specifications are in a
section titled Special Provisions of a book titled Notice Inviting Bids and Special Provisions.
State: When used herein, “State” means the State of California, including its agencies, departments or
divisions. When used in the standard specifications or revised standard specifications, “State” means the
Department unless, when read in context, the term unambiguously refers to the State of California,
including its agencies, departments or divisions.
Structure Design: Offices of Structure Design of the California Department of Transportation.
Subbase: Layer of material between a base and the basement material.
subcontractor: Any person, firm or corporation, other than the employees of Contractor, who contracts
with Contractor to furnish labor, material or labor and materials, under this Contract. Subcontractors are
considered part of the Contractor for all contract requirements.
subgrade: Roadbed portion on which pavement, surfacing, base, subbase, or a layer of any other
material is placed.
submittal:
1.
Action Submittal: Written and graphic information and samples that require the
Department’s response.
2.
Informational Submittal: Written information that does not require the Department’s
response.
substantial defects: Defects plainly seen as damaged, displaced, or missing parts or improper
functioning of materials, parts, equipment, or systems.
substructure: Bridge parts below the bridge seats, pier tops, and haunches for rigid-framed bridges or
spring lines for arched bridges; includes abutment backwalls, abutment parapets, and wingwalls.
superstructure: Bridge parts except the substructure.
supplemental project information: Information relevant to the project, specified as supplemental project
Standard Provisions-12
2
STANDARD PROVISIONS
distributor, illustrating work required for construction, but which will not become an integral part of the
completed work. This includes, but is not limited to, drawings for temporary structures such as decking,
temporary bulkheads, excavation supports, utility support, groundwater control, forming and falsework.
Replace fifth row of table in section 1-1.11 with:
Department web site is www.rctc.org.
Replace section 2-1.06A with:
2
Standard Specifications and Standard Plans may be viewed at the Caltrans Bidders’ Exchange Web site
and may be purchased at the Caltrans Publication Distribution Unit.
The Notice Inviting Bids and Special Provisions and Bid books and project plans may be purchased at the
Commission as described on the Commission’s website.
The Notice Inviting Bids and Special Provisions includes the Notice Inviting Bids, revised standard
specifications, and special provisions.
Replace section 2-1.06B with:
2-1.06B
Supplemental Project Information
The Department makes supplemental information available as specified herein.
1.
If prior investigations of the job site are available (including information about possible local
source material), the Department will make this information available to you subject to the
conditions and limitations set forth herein.
2.
If the Department or any other public agency has previously completed construction within
the job site, the Department will make this information available to you if this information is
known to the Department, the information is in the Department’s possession, and the
Department used this information in designing the project. The information may include, but
is not limited to, as-built drawings, design calculations, foundation and site studies, project
reports and other data assembled in connection with the investigation, design, construction
and maintenance of prior projects.
3.
If test borings or other records of geotechnical data are available, the Department will make
this information available to you subject to the conditions and limitations set forth herein.
4.
If cross sections are not included with the plans, but are available, the Department will make
this information available to you subject to the conditions and limitations set forth herein.
5.
If cross sections are included with the plans, by executing the Contract you acknowledge that
you expressly understand and agree that the cross sections do not constitute part of the Contract,
do not necessarily represent actual job site conditions or show location, character, dimensions
and details of the work to be performed, and are included in the plans only for convenience of
bidders and their use is subject to the conditions and limitations of set forth herein.
6.
If the Department used contour maps in the design of the project, the Department will make
this information available to you subject to the conditions and limitations set forth herein.
7.
If supplemental information not covered herein is available, the Department will make this
information available to you subject to the conditions and limitations set forth herein.
You may inspect or view all supplemental information at the Department’s office or obtain copies for
your use, at your expense.
Standard Provisions-14
STANDARD PROVISIONS
You must not construe the availability or use of information described in this section as the Department’s
waiver of the provisions contained in sixth paragraph of Section 2-1.30 and you are cautioned to make
independent investigations and examinations to learn about the conditions that you may encounter in the
performance of the work. You are also strongly encouraged to make independent investigations to obtain
a better understanding of local material sources, including the quality and quantity of material available
from the property and the type and extent of processing that is required in order to produce material
conforming to the requirements of the specifications.
The Department does not assume responsibility for representations concerning surface or subsurface
conditions that its officers or agents make before your execution of the Contract, unless the representation
is expressly stated in the Contract.
The Department will not relieve you from properly fulfilling the terms of the Contract if you make a
conclusion or interpretation based on your review of any supplemental information that the Department
makes available to you.
Delete section 2-1.12B
Delete section 2-1.15
Delete section 2-1.18
Delete section 2-1.24
Delete section 2-1.27
Replace section 2-1.33A with:
2-1.33A
General
Complete forms in the Bid book. Submit the forms with your bid.
On the Subcontractor List you must submit the percentage of each bid item subcontracted with your bid.
Replace section 2-1.33B with:
2-1.33B
2
Bid Item List and Bid Comparison
Submit a bid based on the bid item quantities shown on the Bid Item List
For a unit price-based bid, the Department compares bids based on the sum of the item totals. In the
event of discrepancy between an item’s amount determined by the product of the bid price and quantity
and the listed amount, the bid price shall prevail and the corrected extended amount shall be considered
the correct amount for the item in question.
Delete theReplace the 3rd paragraph of section 2-1.33C with:
On the Subcontractor List, submit each subcontracted bid item number and corresponding percentage
with your bid. Failure to do so results in a nonresponsive bid.
Delete section 2-1.35
2
Replace Section 2-1.37 with:
2-1.37 BID SUBMITTAL
Follow instruction in the Instructions to Bidders
Standard Provisions-15
STANDARD PROVISIONS
Add section 8-1.08
8-1.08
LABOR
Take all necessary steps to ensure that labor disputes do not disrupt, interfere with, hamper, interrupt or
delay the progress of the work. Such steps may include the following:
1.
Seeking and obtaining relief from all appropriate federal, State and/or local agencies
2.
Seeking and obtaining judicial relief from all appropriate federal and/or State courts
Comply with the requirements of this section at your sole cost and expense without any increase in
Contract price or Contract time on account of such compliance, regardless of whether such compliance
would require additional labor, equipment, plant, materials and/or tools that the Contract does not
expressly require.
For purposes of this section a “labor dispute” means any concerted or non-concerted activity, which does
or could potentially disrupt, interfere with, interrupt, delay or hamper the progress of the work. A labor
dispute includes, but is not limited to, a refusal to work, strike, inter- or intra-union jurisdictional dispute,
sympathy strike, work stoppage, withholding of labor, honoring a picket line, picketing, hand billing or
other advice to the public that a labor dispute exists, slowdown, interference with the progress of the work
of any kind for any labor-related reason, and boycotts for any purpose or reason including a dispute
between an employer and labor organization.
This section does not preclude the Department from independently exercising all remedies available to it
under the Contract or that the law provides.
Add to section 9-1.06C:
The Department will not allow a unit price adjustment for bid items that have a total value of less than
10% of the total Contract price.
2
Delete section 9-1.11
Replace section 9-1.16A with:
9-1.16A
General
The Department makes monthly progress payments as the work proceeds based on your application for
payment.
Apply for monthly progress payments on forms the Department supplies to you. Submit your monthly
application for progress payments to the Engineer.
Submit the following information as part of your application for progress payment to evidence your
entitlement to payment:
The Department makes monthly progress payments as the work proceeds based on Engineer-prepared
monthly progress estimates. Each estimate reflects:
1. Total work completed during the pay period
2. Change order bills if:
Standard Provisions-52
2
STANDARD PROVISIONS
2.1. Submitted by the 15th day of a month
2.2. Approved by the 20th day of a month
3. Amount for materials on hand as permitted in the special provisions
4. Amount earned for mobilization
5. Deductions
6. Withholds
7. Resolved potential claims
8. Payment adjustments
Submit certification stating the work complies with the QC procedures. The Engineer will not process a
progress estimate without a signed certification.
Standard Provisions-52A
2
STANDARD PROVISIONS
Indicate acceptance of the Engineer’s proposed monthly progress payments on forms the Department
supplies to you.
You may protest the Engineer’s proposed payment determination under section 5-1.42.
The Department will make monthly progress payments within 30 days of the Engineer’s and
Department’s written notice of approval. The Department will not make monthly progress payments for
work that you do not complete in accordance with the Contract.
If you perform work under an approved Change Order, the Engineer may require review of your records
that support progress payment before payment is made.
Replace section 9-1.16FE with:
9-1.16FE
2
Retentions
The Department withholds 5 percent from each progress payment unless the Department finds during a
properly noticed and normally scheduled public hearing prior to the bid that the project is substantially
complex and requires a higher retention amount (Pub Cont Code § 7201). In addition, the Department
deducts from each progress payment the following:
1.
Any liquidated damages that have accrued to the date of the Engineer’s written notice of
progress payment approval
2.
Any sum to cover penalties assessed against the Department for your violation of federal,
state, or local laws, regulations, requirements, or PLACs.
3.
Any sums that the Department expends in performing any of your obligations under the
Contract, which you have failed to perform
4.
Any forfeited funds under Labor Code § 1727
5.
Any other sums that the Department is entitled to withhold or recover under the terms of the
Contract
The Department’s failure to deduct any sum from a progress payment under this section does not
constitute a waiver of the Department’s right to such sums.
In addition to other amounts properly retained under this section, the Department deducts from progress
payments an amount equal to 125% of the value claimed under a stop notice filed with the Department for
labor, materials, supplies, equipment or other things of value furnished to or incorporated into the project
for which payment was not received. The Department may release such funds upon receipt of evidence
satisfactory to the Engineer that you have resolved such claim by settlement, stop notice bond or
otherwise. You may obtain stop notice information directly from the Engineer.
Standard Provisions-53
STANDARD PROVISIONS
Replace section 9-1.16GF with:
9-1.16GF
2
Substitution for Performance Retentions
You may request to substitute securities, at your sole cost and expense, equivalent to the amount of any
money that the Department retains to ensure your performance of the Contract. You must deposit the
securities with the Department or with a state or federally chartered bank in California that functions as an
escrow agent. The Department will pay you any money that remains after your deposit of the securities
with the Department or an escrow agent. Upon your satisfactory completion of the Contract, the
Department will return your securities if you have deposited the same with the Department.
In the alternative, you may request that the Department make payment of any money that the Department
retains as it becomes due directly to the escrow agent at your expense. If you decide to choose this
option, you may direct the escrow agent to invest the Department’s payments into securities and receive
the interest earned on those investments upon the same terms provided in Pub Cont Code § 22300. Upon
your satisfactory completion of the Contract, you will receive from the escrow agent all securities,
interest, and payments that the escrow agent receives from the Department under Pub Cont Code § 22300.
No later than 20 days following your receipt of an interest payment, you must pay each subcontractor
their respective of amount of interest earned on the amount of retention withheld to ensure performance of
the Contract, net of costs attributed to retention withheld from each subcontractor.
Securities eligible for investment include:
1.
Securities listed in Gov Code § 16430
2.
Bank or savings and loan certificates of deposit
3.
Interest-bearing demand deposit accounts
4.
Standby letters of credit
5.
Any other security that you and the Department agree upon
If you wish to retain an escrow agent under this section, obtain an escrow agreement from the
Department. The Department will not execute any other escrow agreement and you will not be entitled to
any rights under this section if you execute any other agreement.
For purposes of this section, “satisfactory completion of the Contract” means the Department’s final
acceptance of the completed work.
Add Replace section 9-1.16HG with:
9-1.16HG
2
Title
As security for partial, progress, or other payments, title to work for which such payments are made shall
pass to the Department at the time of payment.
To the extent that title has not previously been vested in the Department by reason of payments, full title
automatically passes to the Department at delivery of the work at the destination and time specified in the
Contract.
Such transferred title shall in each case be good, and free and clear from any and all security interests,
liens, or other encumbrances.
Standard Provisions-54
STANDARD PROVISIONS
You promise and agree that you will not pledge, hypothecate, or otherwise encumber the items in any
manner that would result in any lien, security interest, charge, or claim upon or against said items.
The transfer of title under this section does not imply the Department’s acceptance, nor relieve you from
the responsibility to strictly comply with the Contract, and does not relieve you of responsibility for any
loss of or damage to items.
Replace section 9-1.17D(2)(b) with:
9-1.17D(2)(b) Overhead Claims
The Department will not recognize and compensate you for time-related overhead claims. Time-related
overhead includes costs for field- and home-office overhead for the time required to complete the work.
It does not include non-time-related costs such as mobilization, licenses, permits, and other charges
incurred once during the Contract.
Time-related overhead does not apply to subcontractors of any tier, suppliers, fabricators, manufacturers,
or other parties associated with you.
Costs for field office overhead are time-related costs associated with the normal and recurring
construction activities not directly attributed to the Contract work such as:
1. Salaries, benefits, and equipment costs of:
1.1 Project managers
1.2 General superintendents
1.3 Field office managers
1.4 Field office staff assigned to the project
2. Rent
3. Utilities
4. Maintenance
5. Security
6. Supplies
7. Office equipment costs for the project's field office
Costs for home-office overhead are fixed general and administrative costs for operating your business
such as:
1. General administration
2. Insurance
3. Personnel and subcontract administration
4. Purchasing
5. Accounting
6. Project engineering and estimating
Standard Provisions-55
2
STANDARD PROVISIONS
Home-office overhead costs exclude expenses specifically related to:
1. Your other contracts or other businesses
2. Equipment coordination
3. Material deliveries
4. Consultant and legal fees
2
Delete section 9-1.22
Standard Provisions-56
ADDENDUM NO. 2 – DETAILED REVISIONS AND CHANGES
Part C
Add to section 10-1.01 of the RSS for section 10-1:
Temporary and permanent water line work shall be in accordance with the Eastern Municipal Water
District (EMWD) specifications.
Add to section 10-1.02 of the RSS for section 10-1:
Do not place the uppermost layer of new pavement until all underlying conduits and loop detectors are
installed.
Before starting the traffic signal functional test at any location, all items of work related to signal control
must be completed and all roadside signs, pavement delineation, and pavement markings must be in
place at that location.
In areas where cold plane and HMA overlay work is required on two adjacent lanes in one direction, the
rightmost existing lane (number 2 lane) shall be constructed first. Work on the adjacent existing lane
(number 1 lane) shall be completed on the following night, covering the same extents as the previous
nights’ work on the number 2 lane. Where work is required on both lanes, the length of cold plane and
HMA overlay performed on the first night in the number 2 lane shall be limited by the anticipated length of
cold plane and HMA; plus any temporary Class 2 aggregate base “safety wedges”, tapers, left shoulder
removal and pavement delineation; that is anticipated to be constructible on the number 1 lane during the
following night.
2
Cold plane and HMA overlay work on Route 215 cannot take place between the Route 74 (Redlands
Avenue)/215 Separation and the Nuevo Road OC until after the falsework has been removed from the
Perris Boulevard OC and the D Street On-Ramp OC.
After application of the open graded friction course in the final stage of construction, temporary pavement
delineation, as approved by the Engineer, shall be used for 14 days prior to installation of rumble strips,
permanent delineation, pavement markers and pavement markings.
Existing fencing and other means that provide access control to the State right-of-way must not be
removed until replacement measures have been submitted and approved by the Engineer.
The sound wall on the west side of the freeway from approximately Station 651+20 to 710+00 must be
constructed prior to freeway widening work begins.
The construction of the sound wall on retaining wall on the east side of the freeway from approximately
Station 984+20 to 1000+20 must be initiated within 30 days of the removal of the existing sound wall in
that area.
The temporary water lines to be constructed at Perris Boulevard must be in service prior to removal of the
existing water lines. The permanent water lines to be constructed at Perris Boulevard must be in service
prior to removal of the temporary water lines.
84
Add to section 12-3.08A(1):
You may use the existing Type K temporary railing as shown on the plans for temporary traffic control
purposes under the following conditions:
1. The existing Type K temporary railing must not be removed if there is no protection to prevent traffic
from crossing the median
2. The existing Type K temporary railing must be inspected by the Engineer and the Contractor and the
Contractor will remove and dispose of any damaged sections as determined by the Engineer
3. Existing Type K temporary railing must be painted to comply with section 12-3.08B(1)
4. The existing Type K temporary railing identified to be used for temporary traffic control must be
installed per section 12-3.08C, including markers
5. The existing Type K temporary railing will become the property of the Contractor at the end of
construction and must be disposed
6. Existing Type K temporary railing that is reused for temporary traffic control purposes will be
measured and paid for per section 12-3.08D
Add to section 12-3.08C:
At your own expense, you may create additional ingress and egress openings in the Type K Temporary
Railing at locations other than those locations shown on the plans with the approval of the Engineer. The
approach ends and all railing associated with the additional openings of the Type K Temporary Railing
must be installed and protected as required by these special provisions, Department Standard
Specifications, Department Standard Plans and California MUTCD.
Add to section 12-3.08D:
Full compensation for all work, maintenance and repair of third party damage related to the additional
Contractor-requested openings in the Type K Temporary Railing, including but not limited to signs, crash
cushions, portable changeable message signs and temporary construction entrances must be considered
as included in the payment for Type K Temporary Railing and no additional compensation will be allowed
therefor.
Add to section 12-3.12C:
Place the portable changeable message sign in advance of the 1st warning sign for each:
1.
2.
3.
4.
Stationary lane closure
Off-ramp closure
Shoulder closure
Speed reduction zone
Add to section 12-4.02A:
If work including installing, maintaining, and removing Type K temporary railing is to be performed within
6 feet of the adjacent traffic lane, close the adjacent traffic lane.
For grinding and grooving operations, sawcutting concrete slabs, and installing loop detectors with an
impact attenuator vehicle as a shadow vehicle, closure of the adjacent traffic lane is not required.
Designated holidays are as shown in the following table:
90
2
Designated Holidays
Holiday
Date observed
New Year's Day
January 1st
Washington's Birthday 3rd Monday in February
Memorial Day
Last Monday in May
Independence Day
July 4th
Labor Day
1st Monday in September
Veterans Day
November 11th
Thanksgiving Day
4th Thursday in November
Christmas Day
December 25th
If a designated holiday falls on a Sunday, the following Monday is a designated holiday. If November 11th
falls on a Saturday, the preceding Friday is a designated holiday.
Special days are: Martin Luther King Jr. Day, Cesar Chavez Day, Good Friday thru Easter Sunday, Day
after Thanksgiving, December 26 thru January 2.
The closure starts with the first cone down and ends with the last cone picked up. No closure sign(s)
shall be exposed to traffic more than 30 minutes before or after a closure, except as otherwise indicated
in the special provisions.
90A
2
Replace the 14th paragraph of section 83-1.02I with:
Chain link fabric must be 9 gage and comply with AASHTO M 181 for Type IV fabric with a Class B
coating.
For Perris Blvd OC (Bridge No. 56-0850), the chain link fabric must be 9-gage and comply with AASHTO
M 181 for Type IV fabric with a Class B, bonded black vinyl-coated fabric.
The bond strength between the coating material and steel of the bonded vinyl-coated chain link fabric
must be equal to or greater than the cohesive strength of the PVC coating material.
Add to section 83-1.03:
Payment for chain link fabric at Perris Blvd OC (Bridge No. 56-0850) is included in the payment for Metal
Railing. Payment for chain link fabric at all other locations is included in the various Chain Link Railing
bid items.
1
Payment for anchor block is included in the payment for Transition Railing (Type WB).
2
215
ADDENDUM NO. 2 – DETAILED REVISIONS AND CHANGES
Part D