NOTIFICATION OF ADDENDUM ADDENDUM NO. 2 DATED 2/08/2010

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NOTIFICATION OF ADDENDUM ADDENDUM NO. 2

DATED 2/08/2010

Ladies/Gentlemen:

Attached please find an addendum on the above captioned project. Included in the attachment is an adendum notification which details the changes and the respective proposal pages which were added and/

or changed.

Except for new bid insert pages, it is unnecessary to return any of the pages attached.

Bid insert pages must be returned with the bid proposal submitted to the Department, unless your firm is submitting a bid using a computer print out. The computer print out must be changed to reflect the new bid item information.

Contractors and material suppliers, etc. who have previously been furnished informational proposals are not being furnished a copy of the addendum. If you have a subcontractor on the above project, please advise them of this addendum. Acknowledgment of this addendum is not requested if your company has been issued a proposal stamped “This Proposal Issued for Informational Purposes.”

You are required to acknowledge receipt of this addendum on the Addendum Acknowledgement form contained in your bid proposal by placing a mark in the box next to the respective addendum.

Failure to Acknowledge receipt of this addendum in your bid proposal will result in your bid not being read.

04/99 Control 0017-02-073

Project IM 0351(332) Highway IH 35 County BEXAR

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SUBJECT: PLANS AND PROPOSAL ADDENDUMS PROJECT: IM 0351(332) CONTROL: 0017-02-073 COUNTY: BEXAR LETTING: 02/10/2010 REFERENCE NO: 0205

PROPOSAL ADDENDUMS

--- _ PROPOSAL COVER X BID INSERTS (SH. NO.: 1-3 thru 3-3 ) _ GENERAL NOTES (SH. NO.:

) X SPEC LIST (SH. NO.: 1-2 thru 2-2 ) X SPECIAL PROVISIONS:

ADDED: 429---008 DELETED:

_ SPECIAL SPECIFICATIONS:

ADDED:

DELETED:

X OTHER: See Changes Outlined Below DESCRIPTION OF ABOVE CHANGES (INCLUDING PLANS SHEET CHANGES) Plan Sheets ***********

Sheet 10 Estimate & Quantity Added Item 454-2006 & 6834-2002 Sheet 11 Grading & Pavement Marking Summary Added Item 454-2006 &

Item 6834-2002 Sheet 35 & 38 Roadway & Pavement Marking Plan Layout Added Detail &

Quantities for Header Type Expansion Joints

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PROPOSAL SHEET PROPOSAL SHEET

PROJECT IM 0351(332) TxDOT

COUNTY BEXAR FORM 234-B I-61-5M

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT

APPROX QUANTITIES

DEPT USE ONLY ITEM

NO

DESC CODE

S.P.

NO.

316 2005 ASPH (AC-15P)

DOLLARS

and CENTS

GAL 28,599.000 1

316 2223 AGGR(TY-PB GR-4 SAC-B)

DOLLARS

and CENTS

CY 866.000 2

341 2064 024 D-GR HMA(QCQA) TY-C SAC-B PG76-22 DOLLARS

and CENTS

TON 10,485.000 3

354 2021 PLANE ASPH CONC PAV(0" TO 2")

DOLLARS

and CENTS

SY 2,224.000 4

354 2045 PLANE ASPH CONC PAV (2")

DOLLARS

and CENTS

SY 95,106.000 5

454 2006 HEADER TYPE EXPANSION JOINT

DOLLARS

and CENTS

LF 944.000 6

500 2001 005 MOBILIZATION

DOLLARS

and CENTS

LS 1.000 7

502 2001 033 BARRICADES, SIGNS AND TRAFFIC HAN- DLING

DOLLARS

and CENTS

MO 5.000 8

533 2003 SHOULDER TEXTURING (MILLED)

DOLLARS

and CENTS

LF 36,650.000 9

662 2113 WK ZN PAV MRK SHT TERM (TAB) TY W DOLLARS

and CENTS

EA 1,794.000 10

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666 2048 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) DOLLARS

and CENTS

LF 475.000 11

666 2072 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) DOLLARS

and CENTS

EA 3.000 12

666 2075 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) DOLLARS

and CENTS

EA 3.000 13

666 2191 PAVEMENT SEALER 8"

DOLLARS

and CENTS

LF 2,860.000 14

DOLLARS

and CENTS

LF 475.000 15

666 2225 PAVEMENT SEALER (ENTR GORE)

DOLLARS

and CENTS

EA 3.000 16

666 2226 PAVEMENT SEALER (EXIT GORE)

DOLLARS

and CENTS

EA 3.000 17

668 2145 PREFAB PAV MRK TY C (W) (NUMBER) DOLLARS

and CENTS

EA 9.000 18

672 2017 034 REFL PAV MRKR TY II-C-R

DOLLARS

and CENTS

EA 468.000 19

6834 2002 PORTABLE CHANGEABLE MESSAGE SIGN DOLLARS

and CENTS

EA 4.000 20

8251 2003 RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF 6,180.000 21 PROPOSAL SHEET

ALT

ITEM-CODE

NO

DESC CODE

S.P.

NO.

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8251 2006 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) DOLLARS

and CENTS

LF 23,001.000 22

8251 2018 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) DOLLARS

and CENTS

LF 23,078.000 23

DOLLARS

and CENTS

LF 52,259.000 24

PROPOSAL SHEET

ALT

ITEM-CODE

NO

DESC CODE

S.P.

NO.

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CONTROL : 0017-02-073 PROJECT : IM 0351(332) HIGHWAY : IH 35 COUNTY : BEXAR TEXAS DEPARTMENT OF TRANSPORTATION

GOVERNING SPECIFICATIONS AND SPECIAL PROVISIONS

ALL SPECIFICATIONS AND SPECIAL PROVISIONS APPLICABLE TO THIS PROJECT ARE IDENTIFIED AS FOLLOWS:

STANDARD SPECIFICATIONS: ADOPTED BY THE TEXAS DEPARTMENT OF --- TRANSPORTATION JUNE 1, 2004.

STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE CONTRACT BY REFERENCE.

ITEMS 1 TO 9 INCL., GENERAL REQUIREMENTS AND COVENANTS ITEM 316 SURFACE TREATMENTS (210)(300)(302)(520) ITEM 341 DENSE-GRADED HOT-MIX ASPHALT (QC/QA) (210)(300)(301)(320) (520)(585) ITEM 354 PLANING AND TEXTURING PAVEMENT ITEM 454 BRIDGE EXPANSION JOINTS (429) ITEM 500 MOBILIZATION ITEM 502 BARRICADES, SIGNS, AND TRAFFIC HANDLING ITEM 506 TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS ITEM 533 SHOULDER TEXTURING ITEM 662 WORK ZONE PAVEMENT MARKINGS (666)(668)(672)(677) ITEM 666 REFLECTORIZED PAVEMENT MARKINGS (316)(318)(662)(677)(678) ITEM 668 PREFABRICATED PAVEMENT MARKINGS ITEM 672 RAISED PAVEMENT MARKERS (677)(678) SPECIAL PROVISIONS: SPECIAL PROVISIONS WILL GOVERN AND TAKE --- PRECEDENCE OVER THE SPECIFICATIONS ENUMERATED HEREON WHEREVER IN CONFLICT THEREWITH.

REQUIRED CONTRACT PROVISIONS, FEDERAL-AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, MARCH, 1994) WAGE RATES SPECIAL PROVISION "PARTNERING" (000---002) SPECIAL PROVISION "NOTICE TO ALL BIDDERS" (000---003) SPECIAL PROVISION "NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

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CONSTRUCTION CONTRACT SPECIFICATIONS" (000---006) SPECIAL PROVISION "CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT"

(000---009) SPECIAL PROVISION "DEPARTMENT DIVISION MAILING AND PHYSICAL ADDRESS"

(000---011) SPECIAL PROVISION "DISADVANTAGED BUSINESS ENTERPRISE IN FEDERAL-AID CONSTRUCTION" (000---461) SPECIAL PROVISION "NOTICE OF CHANGES TO U.S. DEPARTMENT OF LABOR REQUIRED PAYROLL INFORMATION" (000--1483) SPECIAL PROVISION "SCHEDULE OF LIQUIDATED DAMAGES" (000--1493) SPECIAL PROVISION "ON-THE-JOB TRAINING PROGRAM" (000--1676) SPECIAL PROVISION TO ITEM 1 (001---011) SPECIAL PROVISION TO ITEM 2 (002---017) SPECIAL PROVISION TO ITEM 3 (003---033) SPECIAL PROVISION TO ITEM 4 (004---013) SPECIAL PROVISION TO ITEM 5 (005---004) SPECIAL PROVISION TO ITEM 6 (006---030) SPECIAL PROVISIONS TO ITEM 7 (007---213)(007---639) SPECIAL PROVISION TO ITEM 8 (008---084) SPECIAL PROVISIONS TO ITEM 9 (009---009)(009---015)(009---016) SPECIAL PROVISION TO ITEM 341 (341---024) SPECIAL PROVISION TO ITEM 429 (429---008) SPECIAL PROVISION TO ITEM 500 (500---005) SPECIAL PROVISION TO ITEM 502 (502---033) SPECIAL PROVISION TO ITEM 506 (506---011) SPECIAL PROVISION TO ITEM 672 (672---034) SPECIAL SPECIFICATIONS:

--- ITEM 6834 PORTABLE CHANGEABLE MESSAGE SIGN ITEM 8094 MOBILE RETROREFLECTIVITY DATA COLLECTION FOR PAVEMENT MARKINGS ITEM 8251 REFLECTORIZED PAVEMENT MARKINGS WITH RETROREFLECTIVE REQUIREMENTS (316)(318)(502)(677)(678)(8094) GENERAL: THE ABOVE-LISTED SPECIFICATION ITEMS ARE THOSE UNDER WHICH --- PAYMENT IS TO BE MADE. THESE, TOGETHER WITH SUCH OTHER PERTINENT ITEMS, IF ANY, AS MAY BE REFERRED TO IN THE ABOVE- LISTED SPECIFICATION ITEMS, AND INCLUDING THE SPECIAL PROVISIONS LISTED ABOVE, CONSTITUTE THE COMPLETE SPECIFI- CATIONS FOR THIS PROJECT.

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2004 Specifications

SPECIAL PROVISION 429---008

Concrete Structure Repair

For this project, Item 429, “Concrete Structure Repair,” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby.

Article 429.2. Materials is voided and replaced by the following:

Provide materials in accordance with the requirements of the following Items:

 Item 420, “Concrete Structures”

 Item 421, “Hydraulic Cement Concrete”

 Item 431, “Pneumatically Placed Concrete”

 Item 440, “Reinforcing Steel”

 DMS-6100, “Epoxies and Adhesives”

 DMS-4655, “Concrete Repair Materials”

A. Pre-approved Materials. Submit all proposed repair materials for approval. The Engineer may disallow any product based on its structural compatibility or appearance. Provide repair materials suitable for the appropriate horizontal, vertical, or overhead application meeting the requirements in DMS-4655 for Type A or D materials unless noted otherwise.

Prepackaged repair materials not meeting the requirements of DMS-4655 or not on the Department’s list of pre-approved materials may be used only with approval. In addition to the material requirements in DMS-4655, use repair materials with a Modulus of Elasticity (E) greater than 2500 ksi for horizontal repairs greater than 4 in. thick and vertical or overhead repairs greater than 1 in. thick. Use ultra-rapid hardening materials (Type B per DMS-4655) only if indicated on the plans. Use only Type A materials per DMS-4655 for repair of prestressed or post-tensioned concrete. When needed, use a coarse aggregate whose maximum size is less than 1/3 the thickness of the thinnest portion of the repair.

Follow the manufacturer’s recommendations for type and quantity of aggregate used. Do not use materials containing corrosion inhibitors unless indicated on the plans or approved.

B. Pneumatically Applied Materials. Pneumatically applied concrete or mortar may be used, if approved, for any repair thickness. Provide and place pneumatically applied concrete in accordance with Item 431, “Pneumatically Placed Concrete”. Prepare trial batches of any proposed repair material and application method as directed.

C. Epoxy Mortars. Epoxy mortar, using a Type VIII epoxy per DMS-6100, may be used for vertical/overhead repairs less than 1 in. thick unless noted otherwise.

D. Concrete. Unless noted otherwise provide Class “C” concrete for substructures, Class “S”

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 as an option for vertical/overhead repairs greater than 6 in. thick;

 full or partial depth slab repairs;

 for replacement of entire members or elements;

 and as an option for horizontal repairs greater than 4 in. thick

Submit a mix design for approval in accordance with Item 421, “Hydraulic Cement Concrete,” with a water-cement ratio less than 0.45, unless otherwise shown on the plans.

Include all pertinent information on admixtures. Do not use corrosion-inhibiting admixtures unless indicated on the plans or approved.

E. Steel. Provide steel pins, studs, or expansion bolts with a minimum diameter of 1/8 in. and a minimum length of 2 in. to attach reinforcement at the locations shown on the plans or as directed. Provide reinforcing steel, either welded wire fabric or reinforcing bars, as required by this Item or as shown on the plans.

Article 429.4. Construction, Section B. Surface Cleaning. The first sentence is voided and replaced by the following:

Clean the area to be repaired by abrasive blasting, water blasting or other approved methods.

Article 429.4. Construction, Section F. Substrate Preparation. The second sentence of the second paragraph is voided and replaced by the following:

If ponding is not possible, achieve SSD conditions by water blasting 15 to 30 min. before placing the repair material.

Article 429.5. Measurement is voided and replaced by the following:

This Item will be measured by the square foot, in place, as measured on the specified horizontal,

vertical or overhead surfaces of the completed repair as shown below or by the cubic yard for

full element or member replacement. When a repair involves multiple surfaces, such as a corner,

measurement will be made of all surfaces repaired. Bridge deck repairs will be measured by the

square foot in place of the completed repair.

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Overhead Horizontal

Vertical

Article 429.6. Payment is voided and replaced by the following:

The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid for “Concrete Structure Repair (Horizontal)”, “Concrete Structure Repair (Vertical or Overhead)”, “Concrete Structure Repair (Bridge Deck)(Partial Depth)”, “Concrete Structure Repair (Bridge Deck)(Full Depth)”, and Concrete Structure Repair (Remove and Replace)”. This price is full compensation for furnishing,placing, and curing all repair materials; removing all loose and defective concrete;

NOTIFICATION OF ADDENDUM ADDENDUM NO. 2 DATED 2/08/2010