A D D E N D U M T O B I D

PRECAST BOX CULVERTS ON LINK ROAD FOR DRAINAGE IMPROVEMENTS

Guadalupe County Auditor’s Office 307 W. Court, Suite 205 Seguin, Texas 78155 830-303-4188 Ext. 1328

Bid Title: PRECAST BOX CULVERTS ON LINK ROAD FOR DRAINAGE IMPROVEMENTS Bid No.: 17-4990 Addendum No.: 1 Issued: April 21, 2017 TO BIDDER: This addendum is an integral part of the bid package under consideration by you as a Bidder in connection with the subject matter herein below identified. Guadalupe County deems all sealed bids to have been proffered in recognition and consideration of the entire bid package – including all issued addenda. Receipt of this present Addendum by a Bidder should be evidenced by returning it signed as part of the Bidder’s sealed bid proposal. If the Bid has already been received by the County Judge’s office, Bidder should return this Addendum in a separate sealed envelope, which is clearly marked with the Bid Title, Bid Number and Opening Date and Time, stated as follows: ADDENDUM TO: Precast Box Culverts on Link Road for Drainage Improvements Bid No. 17-4990 2:00 p.m., May 4, 2017 REASON FOR ISSUANCE OF THIS ADDENDUM:

1. Clarification to Specifications as per Contractors’ Request for Information. See attached documents.

The information included herein is hereby incorporated into the documents of this present bid matter and supersedes any conflicting documents or portion thereof previously issued. Receipt of this Addendum is hereby acknowledged by the undersigned Bidder. Authorized Signature (Bidder) Title of Person Signing Above Typed Name of Firm, Corporation

1. Question: On Sheet # EXH 005, it appears there are some headwalls/inlet/outlet structures for the two 6x3 culverts. Please provide detail for these structures.

Response: Concrete wingwalls with flared wings for 0 degree skew box culverts. See Attachment #1.

2. Question: On Sheet # EXH 006, it appears the 5x3 culvert ties into the inlet structures for the 6x3 culverts. Please provide connection details.

Response: See Attachment #2.

3. Question: On Sheet # EXH 007, it appears there are some headwalls/inlet/outlet structures for the two 7x3 culverts. Please provide details for the wingwalls/headwalls.

Response: See Attachment #3.

4. Question: On Sheet # EXH 007, plan shows guardrail. Please detail end sections.

Response: See the terminal anchor section as described in sheet MBGF-11. See Attachment #4.

5. Question: We printed the drawings from the downloadable PDF and the scales do not work properly. Do you have an original PDF of the drawings?

Response: See Attachment #5 for accurate scales (the documents are the 11x17 PDF, you will need to print accordingly).

6. Question: In the Specs, it appears a page is missing between 15 and 16 (the numbering doesn’t seem to flow properly). Please review and advise.

Response: See Attachment #6 for clarification to numbering / lettering (hi-lighted).

7. Question: On Sheet # C1.0 under Site Grading Notes indicates all excess excavated material is to be removed from site. Will the county be providing trucks for this disposal?

Response: Yes, the County will provide trucks under normal County working hours (M-F 7:30am to 4pm).

8. Question: Please explain sequence of work allowed. If the County is performing all necessary road work, will they install all the embankment required for the centerline grade change, the Contractor arrives and installs the precast culverts during a Flagman / 1/2 alternating road closure situation and then the county completes the roadwork to final condition? Response: The sequence of work for the 7x3’s, 6x3’s, and 5x3’s will be done under complete road closures. Road work will be completed by County prior to reopening to traffic.

9. Question: If No. 8 happens as described; Will the county be responsible for existing utility location/clearance/possible adjustments? Have existing utilities already been located, cleared or adjusted? Response: See utility notes on C1.0. The Engineer and or the County assume no responsibility for the accuracy of the location of underground utilities. The Contractor shall be responsible for locating and avoiding all existing utilities. Yes, the existing utilities have been located and some adjustments may still be pending.

10. Question: What are the parameters for full roadway or alternating lane closures? Is there a time window when these can or cannot take place? Response: The sequence of work for the 5x2 driveway culverts parameters of work shall not exceed Contractor’s capabilities and only lane closures shall be used. Only daily lane closures shall be used, No nightly closures.

11. Question: Page 16 of 51 of the specifications shows some approximate quantities for the culvert structures, concrete driveways, curbs, riprap etc. Is the bid to be based on these quantities? If the final installed quantities vary from the approximate quantities listed will they still be paid on a lump sum item basis?

Response: Yes, items shall be paid on a lump sum basis unless quantities are exceeded then adjustments shall be made.

12. Question: What license/fees/permit, and their estimated cost, may be required for this project? Response: Not applicable.

13. Question: Will project signs/yard area be required? Response: No project signs/yard area will be required.

14. Question: Does the county have any areas available for yard/staging areas? Response: Yes, the County has an area to stage materials to be used on projects. No fuels or oils may be stored at County yards/areas and gates shall be opened at 7:30am and closed at 4:00pm, M-F.

15. Question: Is the county also responsible for any/all temporary/permanent tabs, striping, pavement markings? Response: Yes, the County will be responsible for all pavement markings.

16. Question: Is there a projected timeline of when this project is expected to start and finish? Response: Starting date shall begin after project is awarded and completion date shall be on or before August 21, 2017 as per specifications.

17. Question: Any liquidated damages? Response: No liquidated damages will be assessed.

18. Question: Is the contractor responsible for Quality Control testing? If so, what testing will the county require? Response: Quality Control testing as prescribed on Page 8 of 51 (Materials and Workmanship) of the standard specifications will be used on this project.

19. Question: The verbiage on page 16 of 51 calls out to install (PW) (HW=4’) Wingwalls on both the 7’X3’ precast boxes and the 6’x3’ precast boxes. The plans seem to show FW-0 Wingwalls instead of PW Wingwalls. Please Clarify. Response: The correct verbiage on page 16 of 51 should indicate the FW-0 Wingwalls instead of PW Wingwalls.

20. Question: Do all the precast culvert ends, 7’x3’, 6’x3’, 5’x3’ and the 5’x2’ driveway culverts require the 3’ minimum Cast-In-Place end treatments as shown on TxDot “Box Culvert Precast Miscellaneous Details” SCP-MD ? Response: The 3’ minimum closure is not applicable on this project. However, doweling into boxes will be necessary.

21. Question: Do the 5’ x 2’ driveway culverts require any Headwalls/Wingwalls or Safety End Treatments? Response: No safety end treatments are required for the 5x2 driveway culverts. Some driveways may require headwalls or standup curbs as shown on page C3.0 under Headwall Detail.

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GUADALUPE COUNTY DRAINAGE IMPROVEMENTS

PROJECT LOCATIONNOT TO SCALE

PREPARED FOR:

ENGINEERS, PLANNERS, AND SURVEYORS

M & S

ENGINEERING, L.L.C.

COUNTY OF GUADALUPESTATE OF TEXASROAD AND BRIDGE DEPARTMENT2605 NORTH GUADALUPESEGUIN, TX 78155(830) 739-9721

CIVIL ENGINEER:

M & S ENGINEERING, LLC376 LANDA ST.NEW BRAUNFELS, TEXAS 78130(830) 228-5446CONTACT: GARY W. FREELAND, P.E.

COMMISSIONERS COURT

KYLE KUTSCHER COUNTY JUDGEGREG SEIDENBERGER PRECINCT 1JACK SHANAFELT PRECINCT 2JIM WOLVERTON PRECINCT 3JUDY COPE PRECINCT 4

PROJECT LOCATION

SUBMITTED BY:

_____________________________________GARY W. FREELAND, P.E. DATE

APPROVED BY:

__________________________________________MARK GREEN DATECOUNTY ROAD ADMINISTRATORGUADALUPE COUNTY, TEXAS

SHEET INDEXCOVER SHEET C0.0GENERAL NOTES C1.0DRIVEWAY AND CULVERT PLAN C2.0DRIVEWAY AND CULVERT PLAN C2.1DRIVEWAY AND CULVERT PLAN C2.2DRIVEWAY AND CULVERT PLAN C2.3DRIVEWAY AND CULVERT PLAN C2.4DRIVEWAY AND CULVERT PLAN C2.5DRIVEWAY AND CULVERT PLAN C2.6DRIVEWAY AND CULVERT PLAN C2.7DRIVEWAY AND CULVERT PLAN C2.8DRIVEWAY DETAILS C3.0

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GUADALUPE COUNTY PRECAST BOX CULVERTS ON LINK ROAD FOR DRAINAGE IMPROVEMENTS – BID DOCUMENTS

BID NO. 17-4990 Page 15 of 51

GENERAL SPECIFICATIONS

INCLUDING CONSTRUCTION AND ERECTION SPECIFICATION 1) GENERAL CONSIDERATIONS

a) DEFINITIONS: Whenever used in the specifications or on the drawings, the following meaning shall be given the terms herein defined. i) “Owner”- GUADALUPE County, Texas ii) “General Contractor” iii) “Plans”- Design, construction plans and specifications, prepared and furnished by M & S

Engineering Co. LLC b) WORKMANSHIP AND MATERIALS:

i) Contractor shall do this work in accordance with the drawings and specifications and in the best and most workmanlike manner by qualified, careful and efficient workers, in strict conformity with the best accepted practices of each craft concerned, and at all times workmanship shall be subject to inspection and approval of the Owner.

ii) All material used shall be of top quality and meet with the specified strengths, subject to the inspection and approval of the Owner.

iii) Application for minor changes for improving architectural treatment or utilization of available materials shall be made to the Owner.

iv) Structural steel connections shall be full strength welded joints and welding shall be done in accordance with American Welding Society requirements, except where shown otherwise or specified otherwise by the Owner.

c) DRAWINGS AND SPECIFICATIONS: i) If a conflict occurs between information on the drawings and information in the specifications, the

drawings shall apply unless it is clearly indicated otherwise. ii) Any work called for on the drawings, and not mentioned in the specifications, or vise versa, shall

be furnished as though fully set forth in both. iii) Work not particularly detailed, marked, or specified, shall be the same as similar parts that are

detailed, marked, or specified. iv) Should an error appear on the drawings or in the specifications, or in the work done by others

affecting this work, the Contractor shall notify the Owner at once and proceed according to the Owner’s instructions. If the Contractor proceeds with work affected without, or contrary to, the Owner’s instructions, he shall (at the Owner’s discretion) repair, replace, or make adequate restitution for any resulting damage or defects. This includes typographical errors in the specifications, and notational errors on the drawings where doubtful of interpretation.

d) USE OF PREMISES: i) The Contractor shall confine his apparatus, storage of materials and construction operations to

the limits of the right of way. Any other Construction easement or storage easement must be obtained by Contractor.

ii) The Contractor shall not load or permit any part of the structure to be loaded to such an extent as to endanger its safety.

iii) The Contractor shall enforce any instructions of the Owner regarding signs, advertising, fires, danger signals, and barricades.

2) LAYOUT The owner shall employ competent personnel to lay out all center lines and to set whatever stakes, batter boards and bench marks which in the opinion of the Road and Bridge Administrator are necessary. The Road and Bridge Administrator may require the Contractor to check all measurements and levels as often as he deems advisable. Before starting the work, the Owner shall verify all lines and levels given on the drawings, and if any discrepancies appear they shall be reported to the Owner at once. The Contractor shall be held responsible for the maintenance of all levels, lines and grades involved in his work.

3) DESIGN AND LOADING CONSIDERATIONS a) DIMENSIONS:

GUADALUPE COUNTY PRECAST BOX CULVERTS ON LINK ROAD FOR DRAINAGE IMPROVEMENTS – BID DOCUMENTS

BID NO. 17-4990 Page 16 of 51

i) Furnish and install a seven by three Box Culverts, approximately 100 linear feet each (TxDot Spec 462). Install two Wingwalls (PW) (HW = 4ft) two each (TxDot Spec 466). Furnish and install Metal w - Beam Gd Fen (low fill culvert) approximately 130 linear feet (TxDot Spec 540).

ii) Furnish and install a six by three Box Culverts, approximately 150 linear feet each (TxDot Spec 462). Furnish and install Wingwalls (PW) (HW = 4ft) two each (TxDot Spec 466).

iii) Furnish and install a five by three Box Culverts, approximately 75 linear feet each (TxDot Spec 462).

iv) Furnish and install a five by two Box Culverts for Driveways, approximately 314 linear feet total (TxDot Spec 462). Furnish and install Conc Driveways (Sq Yds = 500) (TxDot Spec 530).

v) Furnish and install Concrete Curb, approximately 200 linear feet (TxDot Spec 529 Type II). vi) Furnish and install Concrete Riprap / 5”, approximately 264 square yards (TxDot Spec 432) . vii) Furnish and install Cell Fbr Mlch Seed (Perm) (Urban) (Clay), approximately 10,000 square

yards (TxDot Spec 164). b) DITCH CLEANING AND RESHAPING- Contractor will excavate ditch approximately 7400 linear feet

(TxDot Spec 760). c) LOADING:

i) HL93 loading 4) MISCELLANEOUS

a) EXCAVATION- Contractor to provide all excavation necessary to install box culverts. Excavated material not used for backfill shall be removed from site by county.

b) BACKFILL- If extra backfill is necessary, county shall provide suitable backfill material. 5) WORK TO BE PERFORMED BY COUNTY

a) BACKFILL – All wingwall backfill shall be provided by county. b) ROADWORK – All necessary roadwork shall be performed by county. c) BARRICADES – All barricades necessary for road closures will be provided by county. d) BARRICADES – All barricades and lane closures necessary for installing driveways and cleaning

ditches shall be provided by CONTRACTOR.

END OF SECTION