Erosion Repairs for Siphon 16, 17, and 18

Agency: County of Brazos
State: Texas
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
  • Z - Maintenance, Repair or Alteration of Real Property
Posted: Nov 29, 2023
Due: Dec 7, 2023
Solicitation No: 23-0042-A
Publication URL: To access bid details, please log in.
Bid Information
Type SJRA - Request for Competitive Sealed Proposal
Status Issued
Number 23-0042-A Addendum 1 (Erosion Repairs for Siphon 16, 17, and 18)
Issue Date & Time 11/3/2023 08:00:02 AM (CT)
Close Date & Time 12/7/2023 11:00:00 AM (CT)
Notes Siphons 16, 17, and 18 are located in east Harris County near the intersection of Highway 90 and FM 2100 in Crosby, Texas. These siphons are a part of SJRA’s Main Canal which is maintained and operated by SJRA’s Highlands Division and are critical infrastructure for delivering raw water to SJRA customers. These three locations have structural and erosion issues that need to be repaired to allow Division staff to safely operate and maintain the canal structures.
Contact Information
Name Grady Garrow Senior Buyer
Address 1577 Dam Site Road
Conroe, TX 77304 USA
Phone (936) 588-7181
Fax
Email ggarrow@sjra.net

Attachment Preview

23-0042-A Addendum 1
Erosion Repairs for Siphon 16, 17, and 18
Issue Date: 11/3/2023
Questions Deadline: 11/21/2023 11:00 AM (CT)
Response Deadline: 12/7/2023 11:00 AM (CT)
San Jacinto River Authority
Contact Information
Contact: Grady Garrow Senior Buyer
Address: 1577 Dam Site Road
Conroe, TX 77304
Phone: (936) 588-7181
Email: ggarrow@sjra.net
Page 1 of 9 pages
Deadline: 12/7/2023 11:00 AM (CT)
23-0042-A Addendum 1
Event Information
Number:
23-0042-A Addendum 1
Title:
Erosion Repairs for Siphon 16, 17, and 18
Type:
SJRA - Request for Competitive Sealed Proposal
Issue Date:
11/3/2023
Question Deadline: 11/21/2023 11:00 AM (CT)
Response Deadline: 12/7/2023 11:00 AM (CT)
Notes:
Siphons 16, 17, and 18 are located in east Harris County near the intersection of
Highway 90 and FM 2100 in Crosby, Texas. These siphons are a part of SJRA’s
Main Canal which is maintained and operated by SJRA’s Highlands Division and
are critical infrastructure for delivering raw water to SJRA customers. These three
locations have structural and erosion issues that need to be repaired to allow
Division staff to safely operate and maintain the canal structures.
Bid Activities
Mandatory Pre-Proposal Conference
11/14/2023 1:00:00 PM (CT)
A single Mandatory pre-proposal conference will be held at 1108 E. Canal Rd. Highlands, Texas 77562 at 1:00 PM
CST. on November 14, 2023. Representatives for Owner and Principal Architect/Engineer may be available to discuss
the project. Proposals will not be accepted from Respondents who fail to attend the pre-proposal conference. A site
visit will occur immediately following the Pre-Proposal Conference. Attendance at the Pre-Proposal Conference and
site visit may be the only opportunity for Respondents to see the existing conditions of the site prior to Proposal due
date.
Bid Attachments
CSP_23-0042-A_Erosion_Repair_Siphon_16_17_and_18_Final.pdf
Competitive Sealed Proposal
CSP_23-0042-A_Erosion_Repairs_for_SI_16,17,_and_18_IFP_Plans.pdf
23-0042-A Plans
CSP_23-0042-A_Erosion_Repairs_for_SI_16,17,_and_18_Specs.pdf
23-0042-A Specifications
CSP_23-0042-A_Siphon_16,17,_and_18__Attachments_B_J_.pdf
23-0042-A Attachments B through J (to be submitted with proposal)
Major Construction Services Agreement Sample 23-0042-A.pdf
Sample Major Construction Agreement
Geotech_Report_G182-10_(Siphon_16).pdf
Geotech Report G182-10 Siphon 16
Geotech_Report_Siphon_17_&18.pdf
Geotech Report Siphon 17 and 18
Siphon_17_Bypass_Siphon_31_Rehab.pdf
Construction Plans for Canal Improvements - 1990
Siphon_18_US_90_Culverts.pdf
Siphon 18 US 90 Culverts
Siphons_6_9_10_11_15_16_17_Rehab.pdf
Construction plans for Main Canal Improvements 1987
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Page 2 of 9 pages
Deadline: 12/7/2023 11:00 AM (CT)
23-0042-A Addendum 1
Pre Bid Sign In Sheet 23-0042-A.pdf
Pre-Bid Sign In Sheet
23-0042-A Addendum 1.pdf
Addendum 1 Q&A, Proposal Form, Technical Specs, Drawing Sheet Information
Attachment A_CSP 23-0042-A Erosion Repairs for SI 16 17 and 18 Proposal Form
Addendum 1.xlsx
New Proposal Form
Requested Attachments
23-0042-A Proposal_Firm Name
(Attachment required)
Attachments B-J Response Submittal
23-0042-A CIQ_Firm Name
(Attachment required)
CIQ Form (enter firm name in box 1, complete boxes 6-7)
23-0042-A Proposal Form_Firm Name
(Attachment required)
Attachment A - Proposal Form
Bid Lines
1 A-1. Detailed Pricing - Base Items GENERAL ITEMS FOR A-2 and A-3
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2 Mobilization: 5% maximum of total proposal price.
Quantity: 1 UOM: LS
Item Notes: 01 71 13
Supplier Notes:
Price: $
Total: $
Additional notes
(Attach separate sheet)
3 Contractor Bonding Costs (Performance , Statutory Payment, One-Year Surface Correction , One-Year
Maintenance Bonds)
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: Contract Documents
Supplier Notes:
Additional notes
(Attach separate sheet)
4 Traffic Control Plan implementation and all associated work
Quantity: 1 UOM: LS
Price: $
Item Notes: 01 55 26
Supplier Notes:
Total: $
Additional notes
(Attach separate sheet)
Page 3 of 9 pages
Deadline: 12/7/2023 11:00 AM (CT)
23-0042-A Addendum 1
5 Installation of stabilized construction access at multiple locations as shown on Drawings, complete in place and
maintained during entire project.
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 01 57 13.02
Supplier Notes:
Additional notes
(Attach separate sheet)
6 Installation of SWPPP including silt fence (filter fabric fence), as shown on the Drawings, complete in place,
maintained during entire project, and removed at final completion of project.
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 01 57 23
Supplier Notes:
Additional notes
(Attach separate sheet)
7 Hydromulch Seeding for Erosion Control, Complete In Place.
Quantity: 1 UOM: LS
Price: $
Item Notes: 32 92 13
Supplier Notes:
Total: $
Additional notes
(Attach separate sheet)
8 Care of Water for up to 65 MGD, including but not limited to control of ground, surface, and canal water or any
other water encountered throughout the contract duration, complete in place.
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 01 57 23.02
Supplier Notes:
Additional notes
(Attach separate sheet)
9 A-2. Detailed Pricing - Base Items SIPHON 16
1 Grade canal and project site as shown on the Drawings, including canal reshaping, filling depressions and
0 establishing grade around and between structures, topsoil, and compact all fill areas to 95% standard proctor
density in applicable specified lifts. (Includes the import of fill material, if necessary).
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 31 11 00, 31 23 00, 32 91 05
Supplier Notes:
Additional notes
(Attach separate sheet)
1 Installation of 18-inch thick broken concrete riprap (as specified) as shown in the Drawings, including geotextile,
1 placement of material, grout with flowable fill, and any backfill necessary, complete in place.
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 31 37 01, 31 38 25
Supplier Notes:
Additional notes
(Attach separate sheet)
Page 4 of 9 pages
Deadline: 12/7/2023 11:00 AM (CT)
23-0042-A Addendum 1
1 Installation of sheet piling (as specified) up to 10' deep and as shown in the Drawings, complete in place.
2 (includes formwork and supports as necessary).
Quantity: 70 UOM: HORZ, LF
Price: $
Total: $
Item Notes: 31 62 17
Supplier Notes:
Additional notes
(Attach separate sheet)
1 Installation of sheet piling (as specified) up to 20' deep and as shown in the Drawings, complete in place.
3 (includes formwork and supports as necessary)
Quantity: 70 UOM: HORZ. LF
Price: $
Total: $
Item Notes: 31 62 17
Supplier Notes:
Additional notes
(Attach separate sheet)
1 Installation of flowable fill under slope paving and structures (as specified) and as shown in the Drawings,
4 complete in place.
Quantity: 200 UOM: CY
Price: $
Total: $
Item Notes: 31 23 23.33
Supplier Notes:
Additional notes
(Attach separate sheet)
1 A-2. Detailed Pricing - Base Items SIPHON 17
5
1 Grade canal and project site as shown on the Drawings, including canal reshaping, topsoil, and compact all fill
6 areas to 95% standard proctor density in applicable specified lifts. (Includes the import of fill material, if
necessary).
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 31 11 00, 31 23 00, 32 91 05
Supplier Notes:
Additional notes
(Attach separate sheet)
1 Installation of 18-inch thick broken concrete riprap (as specified) as shown in the Drawings, including geotextile,
7 placement of material, grout with flowable fill, and any backfill necessary, complete in place.
Quantity: 1 UOM: LS
Price: $
Total: $
Item Notes: 31 37 01, 31 38 25
Supplier Notes:
Additional notes
(Attach separate sheet)
1 Installation of sheet piling (as specified) up to 10' deep and as shown in the Drawings (includes formwork and
8 supports as necessary).
Quantity: 5 UOM: HORZ. LF
Price: $
Total: $
Item Notes: 31 62 17
Supplier Notes:
Additional notes
(Attach separate sheet)
Page 5 of 9 pages
Deadline: 12/7/2023 11:00 AM (CT)
23-0042-A Addendum 1
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