ESBD_File_333648_CARRI BLDG ADD2.pdf

INVITATION TO BID

FAILURE TO SIGN WILL DISQUALIFY BID Bid No.: ITB #CARRI BLDG

ADDENDUM NO. 2

Due Date: October 17, 2023 at 3:00 P.M.

Signature City Zip Show bid opening and bid invitation number in lower left-hand corner of sealed bid envelope and return sealed bids to:

Printed Name

VENDOR NAME AND ADDRESS

PHONE/FAX

Email to: bids@sfasu.edu Mail to: Stephen F. Austin State University P. O. Box 13030, SFA Station 2102 Alumni Drive, Austin Bldg., Room 131 Nacogdoches, Texas 75962-3030 Phone (936) 468-2206

FAX (936) 468-4282

(See 2.3 related to submittal)

Name of Firm

Phone

Mailing Address

FAX

City State Zip

EMAIL

See Instruction 2.10 on Back for Vendor ID Number Is Vendor a State of Texas certified HUB? Yes

Delivery in ______ Days Cash Disc. ________ % _______ Days

Check all that apply if Preference Claimed under Rule 34 TAC 20.38 __ Products of persons with mental or physical disabilities __ Supplies, materials or equipment: produced in TX/offered by TX bidders*

__ Products made of recycled, remanufactured, or environmentally sensitive materials

__ Agricultural products grown in TX __ Energy efficient products __ Agricultural products offered by TX bidders* __ Rubberized asphalt paving material __ USA produced supplies, materials or equipment __ Recycled motor oil and lubricants __ Products produced at facilities located on formerly contaminated property

__ Products and services from economically depressed or blighted areas

*By signing this bid, bidder certifies that if a Texas address is shown as the address of the bidder, bidder qualifies as a Texas resident Bidder as defined in Rule 34 TAC 20.38.

IF QUOTING OTHER THAN THE REFERENCED ITEM(S) BELOW, BROCHURE AND/OR SPECIFICATIONS SHOULD BE ENCLOSED.

ALL BIDS WILL BE CONSIDERED F.O.B. DESTINATION UNLESS OTHERWISE NOTED.

AWARD NOTICE: Stephen F. Austin State University (SFASU) reserves the right to make an award on the basis of low line item bid, low total of line items, or in any other combination that will serve the best interest of SFASU and to reject any and all bid items in the sole discretion of SFASU.

Item No. Description Qty. & Unit Unit Price Extension Quote price on quantity and unit of measure, extend and show total. If error in extension, unit price shall govern.

Items for state use are exempt from state sales and federal excise tax. Do not include tax in your bid.

ADDENDUM NO. 2

THIS ADDENDUM MUST BE ACKNOWLEDGED IN ORDER

FOR THE RESPONSE TO RECEIVE CONSIDERATION.

FAILURE TO ACKNOWLEDGE THE ADDENDUM WILL

RESULT IN DISQUALIFICATION OF THE RESPONSE.

STEPHEN F. AUSTIN STATE UNIVERSITY

Invitation To Bid #CARRI BLDG ADD2

CONTINUATION PAGE

CHANGE TO SCHEDULE OF EVENTS (IN RED)

Issuance of Invitation to Bid…………….….…. …. August 18, 2023 Pre-bid meeting/Site visit………….……August 28, 2023, 9:00 am All questions to be submitted………September 8, 2023, 10:00 am Issuance of Addenda No. 2 ………. September 12, 2023, 6:00 pm **Questions related to Addenda No. 2 to be submitted…Sept. 28, Issuance of Addenda No. 3……………. October 5, 2023, 5:00 pm Bid Opening Date……………………October 17, 2023, 3:00pm Evaluation of bids and awards…………. October 18-20, 2023 Compile contract and approval………………Oct 23-Nov 16, 2023 Issue contract………………………………….…November 17,2023 Substantial completion……………………….……November, 2024 Occupy facility……………………………….……December 1, 2024

*Dates are tentative/award contingent upon board approval

**All questions related to Addenda No, 2 should be submitted to Mark Strong, mstrong@glstexas.com

See attachment following this page from GLS dated September 12, 2023 titled ADDENDUM NUMBER TWO (002) – 13 pages total mailto:mstrong@glstexas.com

ADDENDUM NUMBER TWO (002)

Stephen F. Austin State University 1936 North Street Nacogdoches, Texas 75965

Re: Renovation to CARRI Facility

ARCHITECTURE ·ENGINEERING· INTERIORS

LANDSCAPE • SURVEYING

LUFKIN ·BRYAN· TYLER· GROESBECK

September 12, 2023

GLS Job No.: 501154

NOTICE TO BIDDERS:

This addendum shall be considered a part of the contract documents for the above named project and incorporated with the issued documents and specifications dated July 26, 2023, and all addenda issued thereof. This Addendum Number Two (002) dated September 12, 2023, shall govern and take precedence. This Addendum consists of thirteen (13) pages.

The bid date has been changed to be Tuesday, October 17, 2023. The time and location remain unchanged.

CLARIFICATIONS:

1. There is a tank on the NW side of the building near the well house. It is 14' off the building and will be inches from the footing for the new retainer wall. Is this tank to remain, and will water lines have to be relocated in order to install retainer wall?

See revised sheet C1 .00 attached. Tank and well house will remain. Retaining wall is relocated per this drawing.

2. Will the vegetation on the North side of the building and around the existing covered parking need to be removed?

Contractor shall clear all vegetation, brush, etc. within 1 O' of the north, east and south side of the building. All areas between south face off the building and parking shall be clear of existing grass/weeds and resodded.

3. There is a portable building adjacent to the existing covered parking that is to be removed.

Is the portable building to remain? Also, is the fencing that in front of portable building to remain or be removed?

Remove storage building at the south end of the covered parking area down to the slab.

Portable building on north end, along with the covered parking area and fencing in front of covered parking area shall remain.

4. On Sheet C1 .00 there is an offset on the East parking lot where we are to remove 7 SY of concrete. On Sheet C1 .01 it appears the East side of the parking lot is straight. Are we to add additional paving similar to the South parking in order to make parking straight?

See revised sheet C1 .01 attached.

5. Where are the details for the bollards and speed bump?

Omit speed bump and bollard.

1609 S. CHESTNUT • SUITE 202

LUFKIN, TEXAS · 75901

T.B.P.E.L.S. FIRM NO. F-413

T.B.A.E. FIRM NO. BR 351

PHONE: 936-637-4900

FAX: 936-637-6330

T.B.P.E.L.S. FIRM NO. 1011 0900

GLSTEXAS. COM

W 15011501154\Bidding\Addenda\Addendum No. 011501154-Addendum No. 01.docx

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REMOVE AND DISPOSE OF EXISTING

COVERED PARKING

REMOVE AND DISPOSE OF

EXISTING CONCRETE STEPS

REMOVE AND DISPOSE OF EXISTING

CONCRETE SIDEWALK - 92 SY

REMOVE AND DISPOSE OF

EXISTING CONCRETE - 39 SY

REMOVE AND DISPOSE OF

EXISTING RETAINING WALL - 2 SY

REMOVE AND DISPOSE OF

EXISTING CONCRETE - 109 SY

REMOVE AND DISPOSE OF

EXISTING CONCRETE STEPS

ADJUST EX CLEANOUT

TO FINAL GRADE

ADJUST EX GAS VALVE

TO FINAL GRADE

REMOVE AND DISPOSE OF

EXISTING DRAIN

REMOVE AND DISPOSE OF

EXISTING DRAIN

REMOVE AND DISPOSE OF

EXISTING SPEED BUMP

REMOVE AND DISPOSE OF

EXISTING CONCRETE - 7 SY

REMOVE AND DISPOSE OF

EXISTING BOLLARDSCAUTION! EXISTING

UNDERGROUND COMMUNICATIONS

EXISTING WELL

HOUSE TO REMAIN

EXISTING ASPHALT TO REMAIN

ADJUST EX WATER

STRUCTURE TO FINAL GRADE

DISCONNECT AND PLUG

EXISTING STORM SEWER

REMOVE AND DISPOSE OF

EXISTING STORM SEWER - 22 LF

REMOVE AND DISPOSE OF

EXISTING STORM SEWER - 8 LF

FF = 467.05 +/-

REMOVE AND DISPOSE OF

EXISTING POST

REMOVE AND DISPOSE OF

EXISTING SIGN

GENERAL NOTES:

1. PAVEMENT TO REMAIN.

2. ALL AREAS DISTURBED FOR SITE GRADING TO REMOVE AND DISPOSE

OF IMPACTED UNDERBRUSH, ROOTS AND DEBRIS.

3. ALL AREAS DISTURBED BY CONSTRUCTION TO BE HYDROMULCHED.

1 1 1

1 1

EXISTING TREE AND ROOTS TO

BE REMOVED AND DISPOSED OF

EXISTING TREE AND ROOTS TO

BE REMOVED AND DISPOSED OF

EXISTING TREE AND ROOTS TO

BE REMOVED AND DISPOSED OF

RE: MEP DRAWING

RELOCATE EX RPZ OFF SIDEWALK (BASE

BID), / FOUNDATION (ALT BID). CONTRACTOR

TO FIELD VERIFY WATER LINE DEPTH AND

LOCATION PRIOR TO CONSTRUCTION.

COORDINATE W / ENGINEER.

EXISTING TANK TO REMAIN

EXISTING WATER VALVES TO REMAIN

DO NOT REMOVE

CLEANOUT

09/08/2023

R5'

R2'

R2'

.9

5'

.0

9'

9'

10'

20'

5'

5'

5'

10'

5'

5'

20'

9'

20'

9'

23'

3'

20'

9'

28.25'

20'

9'

23.4'

.2

5'

35.71'

8'

198'

63.7'

27.71'

.0

9'

4.5 4.5

6 7

11 12

16 17

1.

5.

57.87'

8.16'

6.32'

3.27'

.1

9'

.1

7' 5'

5'

5'

6 7

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ADA PARKING SPACES W / WHEELSTOPS

AND SIGN - TYPICAL 4 LOCATIONS

22 SPACES

SP

AC

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PA

C

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PA

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PROPOSED CONCRETE

SIDEWALK - 262 SY TOTAL

GUARDRAIL - 32 LF

9 STEPS

6" RISE

12" TREAD

7 STEPS

6.6" RISE

12" TREAD

SP

AC

ES

WHEEL STOPS - 10 EAASPH TO ASPH TIE-IN

FF = 467.05 +/-

PROPOSED CONCRETE ALT BID - 23 SY TOTAL

SIDEWALK ALTERNATE BID

ADDITIONAL PAVING W / SURFACE

TREATMENT - 71 SY TOTAL

ADJUST EX CLEANOUT TO

FINAL GRADE

CAUTION! EXISTING

UNDERGROUND

COMMUNICATIONS

CAUTION! EXISTING

OVERHEAD ELECTRIC

ADJUST EX GAS VALVE

TO FINAL GRADE

ADA PARKING SPACE W /

WHEELSTOP AND SIGN

PROPOSED 5" CONCRETE - 108 SY

TOTAL

12" HDPE STORM SEWER CULVERT @ 0.5% - 65 LF

W / FILL DEPTH STRUCTURE BACKFILL

PRE-CAST HEADWALL RE: DETAIL

( 2 LOCATIONS)

PRE-CAST HEADWALL RE: DETAIL

( 2 LOCATIONS)

PROPOSED RETAINING WALL

CAUTION! EXISTING

WELL HOUSE

GENERAL NOTES:

1. EXISTING ASPHALT TO BE CLEANED AND ALL CRACKS CRACK

SEALED.

2. CRACK SEAL PARKING LOT. THE SEALANT SHALL BE CRAFCO

POLYFLEX 3 OR APPROVED EQUAL THAT MEETS ALL THE

REQUIREMENTS OF ASTM-D-6690.

3. TWO COURSE SURFACE TREATMENT TO BE APPLIED AFTER CRACK

SEAL AND CONSTRUCTION COMPLETED.

4. PARKING LOT STRIPING TO BE REDONE AFTER CRACK SEALING.

5. PAVEMENT STRIPING FOR PARKING TO BE WHITE.

RAMP 7.40 %

PROPOSED 5" CONCRETE - 115 SY TOTAL

EXISTING RETAINING WALL

4" WIDE PARKING LOT STRIPING (WHITE)

AFTER SURFACE TREATMENT IS COMPLETED

NOTES:

32 SY OF SIDEWALK REMOVED FROM BASE BID

HANDRAIL - 37 LF

HANDRAIL - 33 LF

END OF GUARDRAIL/START

OF HANDRAIL

HANDDRAIL - 31 LF

END OF HANDRAIL/START

OF GUARDRAIL

GUARDRAIL - 90 LF

ALT BID 7

BASE BID

RE: MEP DRAWING

ALT BID 6 BASE BID

ALTERNATE BID 6 - CRACK SEAL AND 2 COURSE SURFACE

TREATMENT - 1155 SY AND RESTRIPE PARKING LOT

ALTERNATE BID 7 - CRACK SEAL AND 2 COURSE SURFACE

TREATMENT - 1237 SY AND RESTRIPE PARKING LOT

BASE BID - CRACK SEAL AND 2 COURSE SURFACE

TREATMENT - 1083 SY AND RESTRIPE PARKING LOT

FIBER OPTICS CONDUIT TO BUILDING "B"

SEE ELECTRICAL SHEET E9.11

ADDITIONAL PAVING W / SURFACE

TREATMENT - 27 SY TOTAL

RELOCATE EX RPZ OFF SIDEWALK (BASE

BID), / FOUNDATION (ALT BID). CONTRACTOR

TO FIELD VERIFY WATER LINE DEPTH AND

LOCATION PRIOR TO CONSTRUCTION.

COORDINATE W / ENGINEER.

RELOCATE EX RPZ OFF SIDEWALK (BASE

BID), / FOUNDATION (ALT BID). CONTRACTOR

TO FIELD VERIFY WATER LINE DEPTH AND

LOCATION PRIOR TO CONSTRUCTION.

COORDINATE W / ENGINEER.

ADJUST EX CLEANOUT TO

FINAL GRADE

ADJUST EX CLEANOUT TO

FINAL GRADE 1

CAUTION! EXISTING

WATER TANK

ADJUST EX WATER VALVES

TO FINAL GRADE (2)

09/11/2023

BS 462.45BS 462.45

TS 466.95

P 466.98

TS 466.95

P 466.48

SW 466.94P 466.63

P 466.77

P 462.35

MATCH EX

P 462.24

MATCH EX

FL 466.50

FL 463.33

FL 465.60

P 466.90

P 466.72

P 466.57

P 465.93

MATCH EX

P 466.72

SW 467.02

464465466467468469470

FL 463.91

MATCH EX

FL 465.84

FL 466.90FL 469.51

TW 470.50TW 469.00

TW 467.00

BW 466.00

BW 468.50 BW 470.15

P 466.90

P 466.92

P 466.13

P 466.27

P 466.03

MATCH EX

P 465.68

MATCH EX

P 467.05

P 467.05

FL 463.00

465 464

SW 467.05SW 467.05SW 467.05P 466.41

P 460.04

MATCH EX

P 459.94

P 466.67

P 461.44

MATCH EX

P 461.40

BW 466.32 BW 466.50

SW 466.97

SW 467.02

P 466.75

466 P 466.55

P 466.48

P 466.55

P 466.90

P 466.97P 466.97

P 466.90

P 461.96

MATCH EX

P 463.00

MATCH EX

P 461.88

P 462.97

P 462.96

MATCH EXP 463.53

P 466.87

P 466.90

TS 466.87

BS 463.02

BS 463.02

SW 466.87

FG 465.20

P 466.98

P 462.82

MATCH EX

P 466.98

BR 463.81

SW 465.99 TR 466.03

SW 466.14

SW 466.18

SW 466.69

TR 466.11

SW 466.74

SW 463.23

SW 466.47SW 466.61 SW 466.47

SW 466.55

SW 467.05

P 463.15

SW 467.05SW 467.05

SW 466.55

BR 463.88

SW 467.05SW 467.05

P 463.85

SW 464.40

TS 466.87

FG 466.32

SW 466.96

FG 465.25

SW 466.69

P 463.75

MATCH EX

P 463.58 P 463.52

P 463.39 P 463.25

P 463.12 P 463.00

SW 466.66

P 462.98

MATCH EX

SW 466.07

P 466.97

P 466.96

P 467.05

P 466.07

MATCH EX

P 466.14

MATCH EX

P 466.75

MATCH EX

P 466.72

MATCH EX

P 466.25

P 466.33

P 466.25

P 466.67P 466.63

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12" HDPE STORM SEWER CULVERT @ 0.5% - 65 LF

W / FILL DEPTH STRUCTURE BACKFILL

FF = 467.05 +/-

RE: INSET "A"

INSET "A"

1" = 10' - 0"

PROP SWALE

PROP SWALE

REGRADE AREA TO ENSURE

DRAINAGE AWAY FROM BUILDING

CONTRACTOR TO VERIFY ELEVATIONS OF

EXISTING PAVEMENT TO ENSURE

POSITIVE DRAINAGE TRANSITION OF

CONCRETE FROM ADA PARKING SPACES

TO EXISTING ASPHALT PAVEMENT

SIDEWALK ALTERNATE BID

ALT BID 7

BASE BID

RE: MEP DRAWING

ALT BID 6 BASE BID

FIBER OPTICS CONDUIT TO BUILDING "B"

SEE ELECTRICAL SHEET E9.11

09/11/2023

C A

Roof Area B: Existing metal roof approx. 4050 SF. install specified flute fill sarnafil system.

Roof Area C: Approx. 13,000 SF. existing roof is light weight concrete deck over light weight metal deck. Built up gravel roof is applied over concrete deck and over that system is 1/2" perlite, then 1/2" densdock with membrane surface. Tear off down to built up gravel roof. Remove/vaccum any loose gravel then install specified deck board and sarnafil system as specified.

Roof Area A: Approx 2260 SF. Existing roof is light weight concrete deck over light weight metal deck. Deck is covered with wood fiber board and modified bitumen roof surface. Remove roof surface and wood fiber board, cover with specified deck board and sarnafil system as specified.

B

N

T.B.P.E.L.S FIRM NO. F-413 T.B.A.E.

FIRM NO. BR 351 T.B.P.E.L.S FIRM NO.

10110900 T.B.P.E.L.S FIRM NO. 10110901

ARCHITECTURE - ENGINEERING - INTERIORS

LANDSCAPE - SURVEYING

1609 S. CHESTNUT ST. STE. 202 - LUFKIN, TEXAS 75901 - (936) 637-4900

4077 CROSS PARK DR. STE. 100 - BRYAN, TEXAS 77802 - (979) 776-9700

455 RICE ROAD STE. 107 - TYLER, TEXAS 75701 - (903) 581-3805

AS01

Roofing Notes Nacogdoches, Texas Stephen F. Austin State University CARRI Facility Renovations

Alternate #9: State in proposal the amount to be added to install new roof over section A & C as described above. Base bid shall be to reroof section B only.

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DATE

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DRAWN BY:

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JOB NUMBER

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SHEET NO.

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APPV'D BY:

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AutoCAD SHX Text 2023 ALL RIGHTS RESERVED BY GOODWIN-LASITER, INC. UNAUTHORIZED USE OR UNAUTHORIZED USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT FROM GOODWIN-LASITER, INC. GOODWIN-LASITER, INC.GOODWIN-LASITER, INC.

AutoCAD SHX Text 501154

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GLS 9/16 00460-1 ALTERNATES

SECTION 00460

ALTERNATES

ALTERNATE No.1: State in proposal the amount to be added for furnishing and installing covered porch area as shown on detail 4/S2.11 and 5/A4.21.

ALTERNATE No. 2: State in proposal the amount to be added for new roof at Building “B” as shown on sheet A4.52.

ALTERNATE No. 3: State in proposal the amount to be deducted for deleting all work to create offices

113, 114, 115, 118, 119, 120, Corridor 117 and porch 116. If alternate is accepted, this area will remain as it currently exists.

ALTERNATE No. 4: State the proposal the amount to be deducted to omit retractable panels wall in panels between Conference 139, 140 and 144 and related structure as shown on A4.11, S2.11 and detail A4.63.

ALTERNATE No. 5: State in the proposal the amount to be deducted for using Sarnafil Sika Plan 60 mil nominal membrane, in leu of Sarnafil full 60 mil membrane as specified.

ALTERNATE No. 6: State in proposal the amount to be deducted for deleting seal coat and restriping of existing parking at east end of site as shown on Civil drawing.

ALTERNATE No. 7: State in proposal the amount to be deducted for deleting seal coat and restriping of existing parking at west end of site as shown on Civil drawing.

ALTERNATE No. 8: State in proposal the amount to be added for the following: On-site septic system: Provide and install as required (Design Load: 3,900 gallons/day based on TCEQ Table B1, Chapter 217.32, 260 occupants). Coordinate with a Sanitarian Engineer. (A Texas-registered Sanitarian shall design, permit, and install the system).

ALTERNATE No. 9: State in proposal the amount to be added to install new roof over section A & C as described on attached sheet AS01. Base bid shall be to reroof section B only per attached sheet AS01.