City of Liberty HillIssuing agency·Liberty Hill, TX·via CivCast, the bid board Texas civil engineers advertise onThe Project includes the following Work:
Construction of a greenfield 1.4 million gallons per day (mgd) membrane bioreactor (MBR) North Fork Wastewater Treatment Plant (NFWWTP). The project includes a new primary and secondary headworks, MBR treatment process train, UV disinfection system, effluent facility, odor control system, sludge storage system, sludge dewatering system, and all associated site civil and utility infrastructure such as retaining walls, yard piping, power distribution, grading, paving, and other improvements necessary to deliver a fully integrated and functional treatment facility.
Engineer's estimate: $98M
Pre-bid meeting: August 25, 2026 at 9:00 AM (Chicago) — 1633 LCRA Rd., Liberty Hill, TX 78642 — A non-mandatory pre-proposal conference for the Project will be held on 9:00 AM on August 25, 2026, at the South Fork WWTP, located at 1633 LCRA Rd., Liberty Hill, TX 78642. Attendance at the pre-proposal conference is encouraged but not required.
Bid opening: October 29, 2026 at 3:00 PM (Chicago) — Microsoft Teams — Teams link to be included in the Project Manual. All questions regarding the Contract Documents for this project shall be submitted through CivCast no later than 3:00 PM on October 15, 2026. Responses will be provided only through officially issued Addenda, and only those responses shall be considered binding. The final Addendum will be issued by 10:00 AM on October 26, 2026.
Questions due: October 22, 2026 at 3:00 PM (Chicago)
Questions asked: 289
Bid documents (download requires a free CivCast account):
The project includes a new primary and secondary headworks, MBR treatment process train, UV disinfection system, effluent facility, odor control system, sludge storage system, sludge dewatering system, and all associated site civil and utility infrastructure such as retaining walls, yard piping, power distribution, grading, paving, and other improvements necessary to deliver a fully integrated and functional treatment facility.
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"<p>Conduit sizes for power distribution are shown on the one line diagrams and lighting panel schedules. For controls and signals conduits, the conduits are to be sized by the contractor per NEC conductor fill requirements as stated in keynotes on the interconnection diagrams. This is to allow the contractor to combine like conductors as needed.</p>""565bc220-d2ea-42f2-bc2e-4a189c3b2016""2026-08-21T14:56:29.452Z"false"<p>All manufacturers listed as an approved slide gate manufacturer in Section 40 05 59 are also approved as an aluminum stop log manufacturer for Section 40 05 59.16</p>""e93d052f-caa5-4bb8-902b-ab6243bde0fd""2026-08-21T14:57:09.17Z"false"<p>No additional manufacturers will be considered for the influent lift station pumps.</p>""a8013275-436f-491d-a0fd-763e19a0965a""2026-08-24T19:21:34.085Z"false"<p>Perry Fiberglass will be added as a named supplier for Section 40 05 36.13 and Section 44 31 31. Language will be updated by Addendum.</p>""56cacf95-d1fd-424f-92c5-64b50d8279a9""2026-08-24T19:22:43.366Z"false"<p>All manufacturers listed as an approved slide gate manufacturer in Section 40 05 59 are also approved as an aluminum stop log manufacturer for Section 40 05 59.16</p>""54048f5c-1888-429e-a625-5d6a76063bc5""2026-08-21T14:58:12.782Z"false"<p>No additional manufacturers will be considered for the NPW pumps.</p>""8e3c870e-64b8-4b40-8e09-5d6eb2c16b2f""2026-08-24T19:22:59.737Z"false"<p>Flowserve will not be considered for the scum pumps.</p>""13ba4e74-576a-40c0-89b9-b7608eb35da2""2026-08-24T19:23:11.886Z"false"<p>No additional manufacturers will be considered for the influent lift station pumps.</p>""3eeba0fe-f608-436d-87c5-56359bfead02""2026-08-24T19:23:25.592Z"false"<p>No keynote callout is shown to indicated riprap is being removed on sheet 05-X101. The keynote will be removed by Addendum. Refer to Section 31 37 00 - Riprap for general size of proposed riprap. </p>""3edbef6e-f27c-4f3e-a4b9-2f8d73ac2e4a""2026-09-04T16:06:30.09Z"false"<p>The safety manager and quality manager will not be evaluated as part of the scored criteria.</p>""fa042507-434f-45b4-934e-4e3bec1d412b""2026-08-24T19:23:52.357Z"false"<p>List projects completed within the last 15 years. Language will be updated by Addendum.</p>""3871bb5c-4b3b-4b67-a8c8-71bf5847526c""2026-08-24T19:24:58.822Z"false"<p>Proposers may provide relevant experience that is not tied to the reference projects. Section 24.02.B will be deleted by Addendum.</p>""75a2d6d3-9b88-43d3-9be2-24ae34f9d463""2026-08-24T19:25:58.133Z"false"<p>The concrete paving thickness is 6". Detail D32 1313-002 will be updated by Addendum.</p><p></p>""90a280cc-ff46-44df-a161-95275f4ce4e7""2026-08-31T18:30:57.344Z"false"<p>The reference to sheet 05-L107 will be removed and the sign foundation will be released as a detail by Addendum.</p><p></p>""26ba8da9-e3b5-4f82-8b17-e26995d718d6""2026-08-31T18:31:19.021Z"false"<p>Gravel around Facility 40 UV Disinfection will be changed to concrete. Sheets will be updated by Addendum</p>""15c65f26-019e-4c05-ae7f-15eb3cb31161""2026-09-04T16:06:51.96Z"false"<p>No additional manufacturers will be considered for the generator.</p>""fce0e029-0368-4611-a415-a8ebc797b76f""2026-08-27T15:36:24.614Z"true"<p>Generac will be added as an approved manufacturer. The language will be updated by Addendum. </p>""69993b6a-8935-4c70-b264-b51a7eeabcfe""2026-09-11T20:24:39.687Z"false"<p>State funding has not yet been secured, but the Owner has applied for it. If the Owner is selected for funding, it is likely that the funding will not close until after the equipment purchase orders (POs) have been issued. In the event that state funding is obtained before the POs are issued, we will attempt to obtain a BABA waiver.</p>""fa5b10fc-a2c3-4fa8-94a8-a214d2fe5d67""2026-08-25T18:59:41.77Z"false"<p>A bid window extension is not being considered at this time.</p>""c059aed3-3997-40ba-ad0c-4dfa58d4d342""2026-08-25T19:17:26.084Z"false"<p>Golden Harvest will be added as a named supplier for the slide gates and stop logs. Language will be updated by Addendum.</p>""a20c19e1-1238-4aa7-8f81-1d94bda0cb38""2026-08-26T15:08:18.576Z"false"<p>Finger weirs are not included in the project. The finger weir specification will be removed by Addendum.</p>""f09cba77-7de8-4ce9-8528-6cbeec472c17""2026-08-27T15:36:55.408Z"false"<p>Daniel Company will be added as a named supplier for the Bio-Trickling Filter. Language will be updated by Addendum.</p>""88c7053e-43bb-4cfa-92dc-a7c4519c090b""2026-08-26T15:08:31.491Z"false"<p>Spirac will be added as a named supplier for the shaftless screw conveyor. Language will be updated by Addendum.</p>""0c7c2886-70e1-4e64-8790-6c3abf27c1ee""2026-08-26T15:08:47.16Z"true"<p>The shaftless screw conveyors are part of the pre-selected Volute Dewatering Press package. SPIRAC will not be added to the shaftless screw conveyor specification. </p>""46e84289-432d-4af2-b117-ee3157e57e47""2026-08-27T20:30:12.986Z"false"<p>The page count will not be required. Language will be updated by Addendum.</p>""43df8901-97a2-4f31-9972-11d652bd9ecf""2026-08-27T15:37:17.464Z"false"<p>Maximum allowable dimensions of the tank will be added on the specification. Language presented on the specifications, tank data sheets, P&IDs, and drawings will be updated by Addendum.</p>""a125f126-6ab7-4170-afb4-2a301e778808""2026-09-02T14:35:40.771Z"false"<p>No additional manufacturers will be considered for the magnetic flow meter specification.</p>""2c346ab6-2d2d-42e2-b7a8-123b87a58869""2026-09-02T14:35:58.124Z"false"<p>VSI Waterworks will be added as a named supplier for Section 40 05 62 – Plug Valves. Language will be updated by Addendum.</p>""6cc81cf2-454c-4c06-9a49-0f68bc38e944""2026-09-02T14:36:14.049Z"false"<p>A bid window extension is not being considered at this time.</p>""d2489f64-5045-4715-93f4-12f494b198a9""2026-08-26T15:30:56.252Z"false"<p>The electrical site plan will be updated to match the civil duct bank identifiers. Updated sheets are included in Addendum 1.</p>""3f197d02-6248-4228-909a-eda61f6ca893""2026-08-31T18:32:59.25Z"false"<p>The intent is to identify only ductbanks with the potential to conflict with other utilities. Ductbanks without potential conflicts are not included in the duct bank profile.</p>""e8f434ca-3c67-40ea-b0a0-8b3a2afa092e""2026-09-04T16:07:20.758Z"false"<p>Per Specification 26 05 43 - Underground Ducts and Boxes for Electrical Systems, paragraph 3.4. A Steel reinforcement is required under paved areas.</p>""ac5c68da-8628-4468-977c-ea6ebc1b60e3""2026-08-31T18:34:46.773Z"false"<p>Refer to General Note 16 on sheet 01-G022. The contractor may combine 120V power circuits of similar voltage for process train equipment. Contractor shall adhere to NEC conduit fill requirements and power conductor derating requirements. 480V power circuits are not permitted to be combined.</p>""81fa4873-748e-4ebc-89b2-c3cc492bc09a""2026-08-31T18:35:11.865Z"false"<p>A bid window extension is not being considered at this time.</p>""d2a9ce45-6b24-47a3-b1ce-3ec1823a7ada""2026-08-27T18:31:26.027Z"false"<p>The Junction Box is a precast structure, and structural drawings will not be provided. See Note 2 on 09-P101 and Section 03 41 00 for details. </p>""4008a3b4-05f5-4695-9fce-16b8b610fc13""2026-08-31T18:35:33.047Z"false"<p>A bid window extension is not being considered at this time.</p>""169c40bc-d857-4291-bb72-2f1fb00f1586""2026-08-27T18:10:56.284Z"false"<p>The maximum slot velocity of 3ft/s at 30% blinding is the maximum for the expected flows through each screen, according to the flows and levels indicated on the hydraulic profile (sheet01-G025). While some deposition may occur during low flow conditions, the screening channel is expected to experience high flow events to resuspend settled materials. The Influent Lift Station wet wells may also be pumped down to increase flow velocity through the channels</p>""ae257058-fa58-4d2f-aa10-dbf9474b6399""2026-09-01T20:54:32.02Z"false"<p>Maximum upstream depth shall be 8.10ft per 01-G025. Specification language will be updated by Addendum. </p>""c5503e2b-29e9-428b-a337-f449bdc4dece""2026-09-02T15:45:12.004Z"false"<p>20.5ft is the correct channel depth. The specification will be updated by Addendum. </p>""60011d36-83d4-4f0f-97e1-22652dd34206""2026-08-31T18:36:08.23Z"false"<p>Screening manufacturers are to supply washer/compactors per Specification 46 21 13, sections 1.1.A and 1.2.A. The discharge chute of the mechanical screen is to connect to the inlet of the washer/compactor. Language will be updated by Addendum.</p>""69692c53-e8fa-4e7f-9925-bd3b5c7541fd""2026-08-31T18:36:44.013Z"false"<p>Multi-Rake Bar screens are to be supplied with washer/compactors per specification 46 21 13. Language will be updated by Addendum.</p>""54120002-37d3-4495-8d70-749c86f0e55d""2026-08-31T18:37:07.605Z"false"<p>This is a typo; it is not the engineers' or owners' intention to implement a future shaftless conveyor. The language will be updated by Addendum.</p>""5c4e0576-3f09-4b03-9af7-ffff9e509ffa""2026-08-31T18:37:38.394Z"false"<p>Refer to sheet 06-S302 for the retaining wall detail. </p>""b2a4504f-401b-4e90-ad04-c8ce5398f046""2026-09-04T16:07:48.01Z"false"<p>The pumps will have an open lineshaft per Section 43 24 13.1. Language referring to oil lubrication will be removed by Addendum.</p>""a2c88969-92fa-4ce3-91c9-c19bd6b82b0a""2026-09-04T16:08:14.232Z"false"<p>The proposal time will be changed to 3 pm. The language will be updated by Addendum. </p>""69c369c8-8e75-4c4a-9296-058a17cb6288""2026-09-02T14:36:54.982Z"false"<p>The Geotechnical Report has been uploaded and is now available on CIVCAST.</p>""08b8aebc-f82d-4610-9846-6b825bde9a10""2026-09-04T16:08:39.409Z"false"<p>Ductbank A and ductbank B are on the primary side of the transformers. Ductbank B shall be coordinated with the utility provider per keynote 1 on sheet 05-E102. The utility provider is requiring conduit per keynote 7 on sheet 05-E101 for future transformer. Ductbank on enlarged views have conduit listed in the enlarged view and are not included in the ductbank schedule. Please provide additional detail regarding the specific contradiction if further clarification is needed.</p>""83f3ae05-7ead-433a-b2ea-99dc1783d282""2026-09-04T16:09:41.575Z"false"<p>Not all equipment listed is currently AIS/BABA compliant. Funding is not currently in place. The Contractor shall bid the project without consideration of AIS/BABA requirements. Equipment and materials procured under contract prior to the date the TWDB/WIFIA financial assistance agreement is executed will not be subject to AIS/BABA requirements. If funding is obtained during construction, the City will carry a contingency allowance to cover cost impacts resulting from AIS/BABA compliance on any equipment or materials not yet procured as of that date. The allowance will be added by Addendum</p>""cb71af75-b86c-4f7e-b000-21085dc075cf""2026-09-04T16:10:02.369Z"true"<p>AIS compliance is required and shall be included in the Proposal Price. BABA compliance is not required at this time. Please refer to Addendum No. 5. </p>""bb823fbf-c77a-44d4-a856-bdc0c5a1023e""2026-09-28T19:35:17.735Z"false"<p>The Geotechnical Report has been uploaded and is now available on CIVCAST.</p>""c5f1aeaf-85b7-416b-9b15-efdde47240c3""2026-09-02T14:38:19.958Z"false"<p>Restraints are not required at manholes on plant drain lines. All other fittings and valves need to have restrained connections according to Detail D40/2339-012 for the associated testing pressure listed in the Process Piping Schedule, Section 40 23 39.1.</p>""4e38734d-1348-4ad9-ab9c-6fd3def199c7""2026-09-09T18:23:51.845Z"false"<p>Both ASM A774 and ASTM A403 are acceptable. </p>""83718cf8-c006-421e-b69e-9ee0c21ff9d9""2026-09-09T18:24:06.346Z"false"<p>The Contractor or the precast polymer concrete manufacturer may propose alternative methods for the pipe penetrations for the Junction Box if Detail 40 - 2400-001 is not sufficient. </p><p></p>""a954bb68-0a58-4079-9423-323a3ef16041""2026-09-10T17:38:31.53Z"false"<p>The 12" RS line will be added to the drawings by Addendum.</p>""d2e21ee9-4c93-4835-af86-b0f719bbb8c1""2026-09-04T16:10:22.219Z"false"<p>WRD-255 is no longer required by TWDB and is not required as part of the proposal submission. The checklist will be revised by addendum to remove this requirement.</p><p></p>""675cf7d8-b8e5-4410-b4f9-903b01e500b6""2026-09-10T18:17:55.268Z"false"<p>TWDB-0459 is not applicable to CWSRF/DWSRF-funded projects and is therefore not required with the proposal. The checklist/specifications will be revised by addendum as necessary to reflect the applicable proposal requirements.</p>""166f07b1-ee31-445d-8656-1c0b9f0b5ab8""2026-09-10T18:18:08.973Z"false"<p>The List of Manufacturers and List of Subcontractors may be submitted within 30 minutes after bid submittal and should be emailed directly to Jeff Meadows at JDMeadows@GarverUSA.com.</p>""b2ab8c22-c481-4c0f-846a-5c18e2d2e948""2026-09-03T15:55:01.309Z"false"<p>The Owner confirms that the project approach shall be submitted in digital format only. No hard copies are required.</p>""04c41822-7771-4b4e-871b-9cf617f40017""2026-09-03T15:54:44.801Z"false"<p>Ductbank A and ductbank B are on the primary side of the transformers. Ductbank B shall be coordinated with the utility provider per keynote 1 on sheet 05-E102. The utility provider is requiring conduit per keynote 7 on sheet 05-E101 for a future transformer. </p>""8cb48005-bd30-4275-a305-667e08dc0003""2026-09-04T16:11:20.61Z"false"<p>Detail D33 - 0000-012 will be added by Addendum. </p>""481befd5-0430-4bd0-8628-07ba5aae2e3a""2026-09-04T16:11:30.098Z"false"<p>A valve schedule is provided for actuated valves in Section 40 05 57 and for pressure and flow control valves in Section 40 05 67. A valve schedule will not be provided for all valves in the project. </p>""6ba8bc48-1c1b-4399-9fc5-80a4458517ee""2026-09-04T16:11:41.484Z"false"<p>Pressure-reducing valves sized 1"-4" are Type V713, as indicated by the function listed in Section 40 05 67-3.6.A. A valve schedule is provided for actuated valves in Section 40 05 57 and for pressure and flow control valves in Section 40 05 67. A valve schedule will not be provided for all valves in the project. Refer to keynotes on the Process Mechanical sheets for other valve types.</p>""6a83eba7-f2fe-4bae-84db-b576312fc2b0""2026-09-10T17:39:19.669Z"false"<p>EBAA Megalug will not be considered as an alternative to a flexible restrained joint. </p>""0c24570d-3e2e-4345-b208-1f13c4af239b""2026-09-14T16:27:09.882Z"false"<p>The detail callouts are correct. The 8" pipe will have a larger opening to allow for easier installation of future piping.</p>""aa913dbc-2052-4572-9d24-a5fc2ae8a10a""2026-09-09T18:24:22.9Z"false"<p>Only one flanged coupling adapter is required at this location. Refer to specification section 40 05 06 Process Piping Specialties 2.8 for flange coupling adapter requirements. </p>""9f4bb02a-fe26-4195-aee1-3826575b0572""2026-09-09T18:24:53.71Z"false"<p>Detail D32/1216-001 will be updated to change to moisture conditioned subgrade.</p>""43d888a6-49d0-49f0-a042-9255660bdfcc""2026-09-14T16:27:31.361Z"false"<p>Section 31 23 16.20, Part 3.2.A will be deleted in its entirety in a subsequent addendum. </p>""75079184-c33c-4450-8773-3bf853386b2c""2026-09-14T16:28:20.059Z"false"<p>AutoCAD files may be provided to the selected contractor once the contract has been awarded. No AutoCAD files will be made available during the bid phase.</p>""2b2dec84-0f83-4793-a988-3e8b032b9683""2026-09-10T18:35:05.87Z"false"<p>A schedule of air release valve sizes will be added by Addendum. </p>""2f262e3e-eb76-4855-a546-bb5f9e3e171b""2026-09-10T20:22:57.727Z"false"<p>Type V752 Wastewater combination air valves are to be used. </p>""9dccf4fa-45b1-4cfd-a7ce-c786ea21144f""2026-09-10T20:23:10.259Z"false"<p>A wall pipe will be used for the two 18" RS penetrations. A callout will be added in an Addendum.</p>""16576d5a-68f7-4317-bae9-a4079cc53f4a""2026-09-10T17:40:22.779Z"false"<p>The 18" RS line routing will be revised to connect to Facility 10 piping. Sheet 05-C307 has been reissued in Addendum No. 3. </p>""9a18f719-50d0-4607-b75e-e8d01f7ec2fa""2026-09-14T16:28:38.152Z"false"<p>Installation on the side is the intent.</p>""a3382e6d-2449-4d54-95c1-735424373acf""2026-09-09T18:25:16.059Z"false"<p>A wall pipe will be used for the 18" RS penetrations. A callout will be added in an Addendum.</p>""9dab39db-e163-4925-8aa8-947139c5eaaa""2026-09-10T17:40:43.787Z"false"<p>Wastewater air release valves are type V752. A schedule of air release valve sizes will be added by Addendum. </p>""aea6624a-9364-4a4d-9435-bb505cdcdece""2026-09-10T20:24:00.031Z"false"<p>A schedule of air release valve sizes will be added by addendum. Drawings will be updated to show the discharge piping for the valves on sheet 20-P304.</p>""ea25aaab-7c58-4c98-8a18-8dd4d853a2ae""2026-09-14T16:29:12.341Z"false"<p>The FOG piping will connect to the grease skimmer shown in 20-P302. The piping inside the grit chamber will be coordinated with the manufacturer. </p>""cd752da1-b7d5-4d03-88aa-9602736d2a6d""2026-09-10T17:41:02.598Z"false"<p>The valves are required. The drawing will be updated by addendum to show the valves.</p>""c38d61a0-8605-4a51-8e5e-0b32df3f876d""2026-09-17T17:48:48.685Z"false"<p>There is no overall page limit for the Proposal Package. Page limits apply only where specifically stated in Section 00 21 00: resumes for the Project Manager and Superintendent shall not exceed one (1) page each; the Construction Schedule narrative shall not exceed one (1) page, and the accompanying CPM exhibit shall not exceed ten (10) pages. The page limit listed in Section 00 41 00 Article 2 will be removed by Addendum.</p>""c2e3bd2a-0940-4532-9df0-d439f59c8f49""2026-09-10T17:41:26.837Z"false"<p>Article 24 in Section 00 21 00 shall govern. Article 2 of Section 00 41 00 will be revised by Addendum to align with the requirements of Article 24. Offerors should follow Article 24 when preparing their proposal packages.</p>""6168da0c-b22c-4f5d-9432-a39118c3d6b3""2026-09-10T17:41:50.66Z"false"<p>The section will be edited by addendum to show a clearer view of the pipe.</p>""abc6d4d8-6c78-4525-85e3-53520b8c2e45""2026-09-17T17:48:59.416Z"false"<p>There is no general requirement for restrained pipe joints. However, pipe immediately adjacent to fittings and valves will be restrained according to the Joint Restraint Table in Detail D40/2339-012.</p>""ee9cb148-8e41-40e2-bc18-1012aa10eabd""2026-09-14T16:29:46.588Z"false"<p>A wall pipe is used for this penetration as indicated on sheet 20-P103. </p>""81869e6f-6fd5-433c-9530-73fd99a595e5""2026-09-10T17:42:26.361Z"false"<p>The pipe and penetration are shown in section views on sheets 20-P303 and 20-P304. A complete view will not be provided, as it is a straight pipe run downstream of the bend, as shown in 20-P901. The pipe penetration will be a wall pipe. A callout will be added by Addendum</p>""8b3ca03e-d908-4159-ac66-bf4622642110""2026-09-14T16:30:11.189Z"false"<p>The 2" ALP piping at facility 20 will be PVC. The pipe schedule will be updated by Addendum. </p>""509906f1-02f9-453e-b710-4bfa015a623a""2026-09-10T20:26:04.287Z"false"<p>The keynote will be deleted by addendum and replaced with the valve tag number 201PRV001. The valve type is V713 as indicated by the valve description in Section 40 05 67.</p>""cc2a107b-00a7-4838-9f73-568a629418de""2026-09-14T16:30:36.007Z"false"<p>The drain routing will be added by addendum. A sump pump will be added and the drain will be routed to the junction box. </p>""56e9addc-b52d-429d-a8b7-b6b399128ecc""2026-09-23T15:39:27.503Z"false"<p>PVC piping 3" diameter and below shall be SCH 80 PVC per Section 40 23 39.43. The pipe schedule will be updated by addendum. </p>""329e9d30-a047-4fbb-b0aa-95de911a7ef6""2026-09-14T16:30:56.977Z"false"<p>The pipe schedule will be updated by addendum to require 4" W2 piping to be PVC. </p>""c0d7a43b-c0dd-4371-8a1c-6ff9af6f3072""2026-09-17T17:49:12.619Z"false"<p>The detail will be added by addendum. </p>""94d42bfb-c2b8-4b12-b3ac-716d26bb1d1e""2026-09-18T21:57:41.702Z"false"<p>This question is disregarded per Question 89.</p><p></p>""d7b03be7-2241-4fac-8edc-fb315490cc3d""2026-09-14T16:33:37.424Z"false"<p>Disregarded. Thanks. </p>""bafe7e13-e431-40a3-b900-2e0d3ec7da7b""2026-09-14T16:31:41.128Z"false"<p>The Contractor may select material from standard options offered by Hubbell or an approved equal manufacturer. </p>""1331f235-5966-4683-a905-de9ffc5d6e56""2026-09-16T14:59:24.191Z"true"<p>The stub-out is for the Saddleback Lift Station. The Contractor shall be ready to receive flows by the milestone in the agreement. The Owner will have the ability to divert flows to the plant when the milestone is reached. </p>""8a6cbfc9-6b13-4f05-a492-92b5f620057d""2026-09-21T19:49:59.89Z"false"<p>The Contractor may select material from standard options offered by Hubbell or an approved equal manufacturer. </p>""8aff231c-6bd1-4a4b-95f4-57b0eb5d0f0d""2026-09-16T14:59:52.783Z"false"<p>Screenings containers, grit containers, and dewatering dumpsters are all provided by the Owner. Callouts will be updated by addendum</p>""b04c80e1-e4ef-4afb-abe6-3b1fffc469fc""2026-09-16T15:00:19.412Z"false"<p>The correct callout is D32/1216-001. This will be updated by addendum. </p>""5b700dcf-caa1-4c2c-bf26-5d47706b8358""2026-09-16T15:00:32.585Z"false"<p>The North Access Road (R04) shown on 05-C108 will have a ribbon curb. The other paving areas shown on 05-C106, 05-C107, 05-C108, and 05-C109 are concrete paving and do not need a ribbon curb.</p>""19596c67-5973-4f97-abe4-73589b92e96b""2026-10-05T20:29:12.24Z"false"<p>The North Access Road (R04) shown on 05-C108 shows a concrete duct bank along the east side of the road. This duct bank will be underground and will not be attached to the road asphalt or ribbon curb for R04.</p>""d16051f1-ddb6-43bf-8958-32d06f4f9eb2""2026-10-05T20:29:36.605Z"false"<p>Refer to updated detail D32/1313-002 released in Addendum 2. </p>""d1209826-b379-4c15-a85a-fddd9356636c""2026-09-16T15:00:48.975Z"false"<p>45'-0" max spacing is permitted between construction joints</p>""4a3abcf1-6e80-4fc2-810f-dd3e60238e10""2026-09-23T15:39:44.181Z"false"<p>A geofoam specification will be issued by addendum</p>""1d13d3d5-4146-41c4-bd82-626079a0eef3""2026-09-23T15:39:54.008Z"false"<p>A split-faced waterstop is not permissible. 4" waterstop shall be flat ribbed</p>""fefac638-6298-4beb-ae1d-35b9ade3fddf""2026-09-23T15:40:17.909Z"false"<p>Type C fly ash is acceptable for non-environmental concrete only. The specification will be updated by addendum</p>""86cc9b74-2bbc-4787-bdc5-d81e18aaca56""2026-09-23T15:40:35.606Z"false"<p>The Contractor may perform overnight work as needed. All overnight work must be coordinated with the Owner. </p>""49976331-c46a-4cec-b27f-3e8adaffffe4""2026-09-21T19:50:45.046Z"false"<p>The elevation callout will be corrected by addendum</p>""27ceecbe-7cd7-4baa-8248-61868884c012""2026-09-23T15:40:47.03Z"false"<p>Confirmed. The slab is designed as a cantilever.</p>""f1e738fb-8847-40e7-95aa-cf4809cca29f""2026-09-23T15:41:03.016Z"false"<p>The layout will be adjusted by addendum to provide the flexible restrained joints.</p>""8771a8b4-6182-4518-96a5-f4f0b0ab9da8""2026-09-23T15:41:36.977Z"false"<p>FRP doors are required at the Dewatering Facility. Administration and Electrical building will have Hollow Metal or Wood doors, as indicated in the drawings. Schedules will be updated by addendum.</p>""e0c5e0a5-ab71-4e87-a68f-a7bd3690e206""2026-09-17T17:49:34.312Z"false"<p>ASTM F1043 shall be used for steel chain-link fence.</p>""ebc11c9b-8d21-4d64-8df2-a18031850dda""2026-10-05T20:29:45.625Z"false"<p>The P&IDs provided by Kubota are for reference only. The final versions will be provided through the construction submittal process.</p>""9b056d61-2ae0-4acd-917e-15be4baf86f8""2026-09-17T17:50:07.687Z"false"<p>Witnessed factory testing will not be required for the ILS pumps. Paragraph 3.3.D will be removed by addendum.</p>""a705c0fe-4e3f-4fc1-948d-b0015f6fad3c""2026-09-23T15:41:53.901Z"false"<p>The pump data sheet will be updated to allow for ASTM A 532 II and Ni-hard impeller materials. The requirement for the hardened leading edge of the impeller only applies to the white iron material selections.</p>""51a64361-5b94-42bb-b046-f26443c10262""2026-09-23T15:42:21.526Z"false"<p>The Contractor may use their preferred software. The anticipated number of licenses required for the Owner, the Owner's Representative, and the Engineer is 25. </p>""d20ee326-1484-4b85-aba4-0ed49dacfa86""2026-09-21T19:51:26.742Z"false"<p>The fittings on the 6" PD line from the Volute Press shall include a flanged 4" long radius elbow and a flanged 6"x4" reducer. The contractor's scope of supply begins at the 4" long radius elbow. Sheets will be updated by addendum</p>""bb9b8b09-a467-4219-884e-da800919f75e""2026-10-05T20:30:11.978Z"false"<p>All items listed as OF/OI are Owner Furnished, Owner Installed. </p>""bf742944-ea1c-4309-bc08-28a2e232541e""2026-09-17T17:50:29.782Z"false"<p>The roof for facility 40 is shown in sheet 40-S102.</p>""dab550fa-50bb-40f5-a976-f2430d7b30a9""2026-09-23T15:42:33.996Z"false"<p>Roller Shades to be installed at all window locations in the Administration Building. Detail to be added by addendum.</p>""5646aba6-db21-4828-9f66-8b368f569962""2026-09-18T21:52:59.611Z"false"<p>The vent and degassing valve are typical requirements for sodium hypochlorite service, which is not required for this project. Language referring to sodium hypochlorite in the specification will be removed by Addendum. The Alum and Micro-C skids will be provided as part of the MBR vendor package and are described in Appendix C of Volume 3.</p>""ee756b12-ae93-495b-aaf9-a120a696d261""2026-09-17T17:50:56.049Z"false"<p>A section on ERVs has been added to the specifications by addendum</p>""d17e0fa6-ee8b-4d9d-b9c9-aa5a8973e9db""2026-10-05T20:30:20.796Z"false"<p>The volume in the data sheets is the minimum volume. Providing additional volume within the maximum tank dimensions is acceptable. Addendum No. 3 indicates the maximum dimensions of each tank.</p>""ad37cd36-02d9-4ec7-901e-bf6a56e6753b""2026-09-17T17:51:21.597Z"false"<p>Bradley Corp. to be the basis of design for Toilet Accessories. Updated specs and drawings will be provided by addendum.</p>""0c7da8c4-9e29-4d30-b868-fc8c7eed89bf""2026-09-18T21:53:46.252Z"false"<p>A specification for awnings will be added by Addendum</p>""0acd398d-bdb7-4cb6-8142-fba3b8a774cf""2026-09-18T21:54:10.071Z"false"<p>The slab referenced in the question is the angled slab shown on sheet 20-S305.</p>""a04849c0-1bc3-4486-8a1c-8bad34c0a6cc""2026-09-23T15:42:46.665Z"false"<p>The 3" Ball Valve is shown on the P&IDs on sheets 08-321 through 08-324 (Vent Above Basin), and it is indicated as contractor-provided. </p>""349340cc-3286-4cd8-86f8-9d6587fe70df""2026-09-23T15:43:07.319Z"false"<p>Refer to the updated schedule released in Addendum No. 4. Buried W1 piping greater than 4" will be cement-lined ductile iron. </p>""14b763b9-0174-4bad-bb60-ad77f823e3c6""2026-09-23T15:43:19.043Z"false"<p>The pressure release valve has been removed at the request of the City of Georgetown. Updated 05-C304 and 05-312 sheets will be provided showing the removal of the valve.</p>""0850b4e3-da55-45e7-89c2-9b0a4ca6a150""2026-10-05T20:30:53.965Z"false"<p>Cash allowance for the FF&E will be for all the furnishings and lab equipment listed in Section 11 53 02 and any other items deemed necessary by the owner to furnish the building.</p>""b7190fb4-ab08-448c-b436-366197c30f2a""2026-09-23T15:43:36.856Z"false"<p>Section 07 50 00 does not apply to the current roofing membrane systems used in the project. Section to be removed from the Project Manual.</p>""cfc5e593-7913-4de5-bc14-3f3190a22f95""2026-09-21T19:51:47.199Z"false"<p>The piping, excluding wall penetrations, will be future. Drawings will be updated by addendum. </p>""236f8279-32ec-487a-bce3-1a6865deb62d""2026-09-23T15:43:48.383Z"false"<p>The page limit for the schedule will be increased by addendum to 15 pages. </p>""d052ed4e-f9ce-4c1c-8775-933a8ca53d29""2026-09-21T19:54:44.855Z"false"<p>The P&IDs provided by Kubota are for reference only. The mechanical drawings are correct. The final versions will be provided through the construction submittal process. </p>""4ff18c79-1087-46ef-a5e4-4952ad0af2c3""2026-09-23T15:44:04.482Z"false"<p>Casing for W1 (potable water) City of Georgetown waterline shall be 18" per Georgetown Spec W4-1. Drawings 05-C304 and 05-C312 shall be updated by addendum. Section 31 70 19 shall apply to non-City of Georgetown lines.</p>""66f7296a-6e03-4fe3-ba84-51c66161dd41""2026-10-05T20:31:12.507Z"false"<p>The manual discharge isolation valves are provided by the Contractor. In-basin air permeate <4" diameter and control valves are supplied by Kubota as indicated in Appendix C Scope of Supply.</p>""88b15c2f-3dae-44c3-8b83-8412726a7b78""2026-10-08T17:37:51.617Z"false"<p>The capacity of the monorail is 0.5 tons. The capacity will be updated by addendum.</p>""d6fb5c56-b071-4cbe-a249-abd9d2ab878d""2026-09-29T17:25:58.69Z"false"<p>All three skimming units are proposed. The specification will be updated by addendum</p>""bd9f1426-b7d2-44e1-941d-19ffb503620e""2026-09-23T15:44:17.925Z"false"<p>There are coarse bubble diffusers in the ASHT. A specification for coarse bubble diffusers will be added by Addendum.</p>""d41f160f-dce8-4182-b33d-3103c4b03e98""2026-09-23T15:44:51.607Z"false"<p> 501P2 and 501P1 are to be included in this contract, while 501P3 will be included in the future. Sheets will be updated through addendum.</p>""d922dbf5-c672-46e2-9957-862162b51ac8""2026-09-23T15:45:18.775Z"false"<p>There are coarse bubble diffusers in the ASHT. A specification for coarse bubble diffusers will be added by Addendum.</p>""3770afa5-fa69-4f40-bb82-8fac5862627d""2026-09-23T15:45:39.09Z"false"<p>The bridge crane at this facility was removed from the project. These elements have been removed, and subsequent sheets will be updated by Addendum.</p>""d167e44a-1ffe-4e5e-b358-fe857b429feb""2026-09-21T19:55:24.962Z"false"<p>Refer to item no. 1 in the letter of intent in Appendix D. No additional scope is available. </p>""d9724bdb-8305-4608-9231-34166638fe8f""2026-09-23T15:46:05.407Z"false"<p>Solids testing described in paragraph 1.3.F of Section 46 76 35 is not included in the dewatering equipment manufacturer scope. Refer to paragraph 3.7 for services provided by the manufacturer. </p>""a24849df-3b08-493f-adfb-6f1b2de1e1b1""2026-09-23T15:46:21.077Z"false"<p>The polymer system shall be furnished by the contractor. Section 46 44 63 has been updated by addendum.</p>""bf602764-f84b-4211-afc0-65cde3234a41""2026-10-05T20:31:38.358Z"false"<p>The contractor shall furnish chemicals required for and incidental to completing all pre-startup testing and functional testing per Section 01 75 00 paragraphs 1.5.B and 1.6.B. The Owner will furnish chemicals required for the 30-day Site Acceptance Test per paragraph 1.7.B.</p>""9e0bd62f-6915-4002-bb89-c45c1d501afd""2026-10-05T20:31:46.88Z"false"<p>Tank mixer is not required for alum or Micro-C storage tanks</p>""fca41c3d-52e5-42fe-9a63-633288cb7aa2""2026-09-23T15:46:32.346Z"false"<p>The 4" line is the correct sizing, this will be updated by Addendum.</p>""6abf8ae0-2ca1-427e-beb5-339fad307505""2026-09-29T17:26:11.321Z"false"<p>The CIP skid will be provided by Kubota, as is being shown in the P&IDs. Annotations will be added to Drawing 30-P411 to indicate Kubota scope of supply</p>""400a324c-57b4-417d-b1cc-a302483d8438""2026-09-29T17:26:22.489Z"false"<p>Geofoam is not required if using stay-in-place formwork</p>""bbf79c14-78bf-4006-a2a1-d3fdae7bc5c8""2026-09-23T15:46:50.32Z"false"<p>The standard tie-rod material provided by the named dismantling joint manufacturers (ASTM A 193 GR B7) is required. </p>""4340a4c5-c5ab-48b7-b439-ea23f5d85ccf""2026-10-08T17:38:01.259Z"false"<p>The construction entrance gravel shown on Drawing 05-C102 shall be used until the North Access Road is accepted and in use. After the North Access Road is accepted and in use, the contractor shall use the construction entrance per Note 5 on 05-C102. Rock riprap shall be 8" max rock. </p>""f00d6c18-4e66-48c5-a875-c0f945670341""2026-10-05T20:31:58.644Z"false"<p>Mud valves at the Process Trains shall be stainless steel type V916 as indicated in detail D40/2343-004. The detail callout will be added by Addendum. </p>""b553ea6e-036c-4a6d-97a4-9f7eac18eb67""2026-09-29T17:26:38.188Z"false"<p>The drawings have been updated to show prefinished metal wall panels</p>""1f429fcf-89f1-4935-b085-305b4621f8ab""2026-10-08T17:38:18.098Z"false"<p>The dishwasher model selected was too tall, a model from the same manufacturer that fits under the countertop has been selected</p>""2670598a-b650-4462-a1d4-631cbfd494b2""2026-10-05T20:32:17.273Z"false"<p>The specific model is to be determined in coordination with the Owner during construction</p>""bb9ab751-1a3e-4f53-ad0a-bcf1cbebc566""2026-10-05T20:32:31.867Z"false"<p>The civil drawings will be updated by addendum to show addenda changes in the process sheets</p>""1c5fc291-f0fb-4891-9dda-6f7e8db93a74""2026-10-08T17:38:28.041Z"false"<p>Precast manholes need to follow the general dimensional information in D33/3913-002. They shall be constructed in accordance with Specification 33 39 13 Part 2.2 and Part 3.3.</p>""bb766bd4-d57b-4a09-aa63-2d06a7509ce7""2026-10-05T20:32:44.27Z"false"<p>Layout of the diffusers will be arranged by Kubota during the construction submittal process</p>""72ac913e-080c-48a3-ac51-0fa9cb4f7c87""2026-09-29T17:26:51.81Z"false"<p>Wage rates were included in Addendum 5. </p>""9fb5ac68-3461-4c1a-a0d6-510ffd2b09c2""2026-09-29T17:27:05.688Z"false"<p>All casework will be phenolic, with epoxy resin countertops. Material tags have been updated in Addendum.</p>""f457d3e2-57cc-4be5-af15-5ee054a27745""2026-10-05T20:33:15.68Z"false"<p>Pegboard is phenolic resin, Equipment schedule has been updated by Addendum</p>""7410223e-809c-42f9-9464-c12ee5a2c486""2026-10-05T20:33:28Z"false"<p>All wood doors to be stained, Spec Section 08 14 00 - FLUSH WOOD DOORS and 09 93 00 - STAINING AND TRANSPARENT FINISHING to be included in addendum</p>""408f1ec7-9617-4ac1-9aa8-bfea6fe0cd96""2026-09-29T17:27:21.112Z"false"<p>Fire extinguishers locations will be indicated in addendum </p>""a094d9ea-d78c-44c7-952e-c366325aaaf8""2026-09-29T17:27:35.032Z"false"<p>Hardware listed in the Specifications govern, hardware sets will be updated to match in addedndum</p>""fe8d4460-b830-43f7-818f-4c3a34c14f49""2026-09-29T17:27:53.022Z"false"<p>Information on the Owner's system will be provided following the award of this project.</p>""66ac2eec-653b-493f-a696-d0f4b2f45f24""2026-09-29T17:28:15.579Z"false"<p>Spec Sections 08 14 00 and 09 93 00 are to be included in Addendum</p>""c4b82b68-ab45-4283-ba97-5a24d9a155a9""2026-09-29T17:28:25.324Z"false"<p>Door 101A has Hardware Set 2.0 assigned, Door 101B will have Hardware Set 2.1. Schedules will be updated in Addendum.</p>""d705ebff-68f4-4b17-9e57-f4c3f15a8531""2026-09-29T17:28:41.057Z"false"<p>A core will be necessary, as well as a perimeter seal. Hardware specs have been updated by the addendum</p>""9e5d3233-e07b-45d6-82dc-3a7369b88981""2026-10-05T20:33:52.252Z"false"<p>Hardware sets are now consistent between buildings, sheet has been updated by addendum</p>""b15f8475-e790-4ee5-8543-467874a20ab4""2026-10-05T20:34:03.168Z"false"<p>Flush bolts to be included on the inactive leaf; a note has been included in the addendum</p>""f25e269f-3c40-44bb-9b3a-8bb6ba5d6411""2026-10-05T20:34:18.964Z"false"<p>Hardware lists for Hardware Sets 1.10 and 1.11 on 70A-601 indicate which are the responsibility of the manufacturer</p>""60c0478f-9ed4-48e1-a89e-371dd3024329""2026-10-05T20:34:40.181Z"false"<p>Those specific doors do not require locks, since the building security locks on the exterior doors would be sufficient. Drawings have been updated to reflect this by addendum.</p>""7e4071dd-ebbe-4221-879b-50ad0213c41c""2026-10-05T20:35:18.274Z"false"<p>A panic device is to be included here for both leaves. Door Schedule Note has been included by Addendum</p>""43ae24ac-a24a-4bf7-b0a7-af3e28ed4940""2026-10-05T20:35:38.252Z"false"<p>Doors 112 and 125 are to receive keypad entry or card reader access. Installation of access control elements is to be handled under site security and access control.</p>""2e2d8024-81de-4934-8213-7038ff57d3f5""2026-10-05T20:35:53.807Z"false"<p>Determination of the quantity of frames at specific depths falls under the responsibility of the Contractor. The head detail for those doors is 9/70-A605 and has been updated in the Addendum</p>""31477708-b29c-4bff-bd3b-feaf983298e1""2026-10-05T20:36:15.014Z"false"<p>Use National Guard Products as a Basis of Design</p>""7939ecc4-f48c-48a2-bf93-2cfaa932bc1d""2026-10-05T20:36:31.799Z"false"<p>Sets govern; 10" Kick Plates to be used. Specs have been updated for consistency</p>""5ec1bf46-d483-4bb6-a5cd-79f51606fca7""2026-10-05T20:36:44.304Z"false"<p>Products listed in the Specs are a basis of design, and any approved equal products can be used</p>""d365231d-6c75-4c04-ac00-74d26d39052b""2026-10-05T20:37:06.761Z"false"<p>Use UNI4400 closers with US32D finish</p>""a5898fc7-b5e0-4a33-be89-5c63a227da59""2026-10-08T17:38:36.911Z"false"<p>Level 3 required for exterior doors, and Level 2 for interior doors. Utilize 16ga. at all Level 3 locations, and 18 Ga. for all Level 2 locations. The insulated core is only for interior HM doors.</p>""245769b6-bcec-4928-b221-8996943d01ea""2026-10-08T17:38:51.973Z"false"<p>All wood doors to have standard-weight butt hinges as per the specs. Hardware Set 1.4 will be applicable to all wood doors, and have been provided per addendum.</p>""24a59c6e-8db3-40b7-a8e0-fd133e0fbf81""2026-10-05T20:37:25.109Z"false"<p>The Frame Type designates what frame is being used, which is a standard Overhead Door Frame</p>""500253ce-7843-40e2-aef8-e9aa59e67c81""2026-10-05T20:37:40.642Z"false"<p>Doors 101A and 101B are to be Frame Type HM-2. The Door Schedule has been updated per the Addendum.</p>""aaa127ce-c1ec-42af-bdd9-13671aaab289""2026-10-05T20:37:55.95Z"false"<p>Per Addendum 4, doors were designated FRP; they are to be FRP</p>""5b505c4f-812c-40b5-82ec-e7c6078b20d0""2026-10-05T20:38:10.629Z"false"<p>Refer to paragraph 1.1.B of Section 40 61 96. No additional process control descriptions will be issued. </p>""066dbd94-d0ab-467c-95ce-7022d46568a2""2026-10-05T20:38:21.428Z"false"<p>Security devices and associated systems identified as “BY OTHERS” are excluded from the Contractor’s scope and will be provided under the Owner’s direction. Active network equipment, switch ports, VLAN configuration, programming, and security-system configuration are by the party furnishing the security system unless specifically indicated otherwise in the Contract Documents. The Contractor shall provide the raceway, cabling, terminations, conduit, and other infrastructure with required coordination and interfaces to the security system. Security-system equipment and services identified as “BY OTHERS” shall be funded from the Cash Allowance for Site Security and Access Control and shall not be included in the Contractor’s Lump Sum Proposal Price.</p>""97f29c31-aba0-4da1-98d3-7de9a7f6876c""2026-10-08T17:39:02.578Z"false"<p>ISA/IEC62443 and NIST SP 800-82 are cited as reference to inform best practices and general expectations for deployment of the new SCADA system and network, not as a conformance requirement. Risk assessment, zone and conduit designs, 62443 certification of the system, and vulnerability/penetration testing are not included in the scope of this contract. 62443 certification for the integrator is encouraged, but not a requirement. Network configuration plans and other submittals listed under 1.4 - SUBMITTALS are required. </p>""8b3ee04c-1f1c-4ba6-89de-6e3925bbad68""2026-10-02T18:51:50.1Z"false"<p>No addendum is planned for issuing additional I/O list sheets. The control panels CP-10,20,25,30,40,and 50 are vendor supplied panels included with different package systems. Contractor shall refer to vendor equipment specifications, process and instrumentation diagrams for I/O connections to vendor panels as well as the interconnection diagrams for conduit and conductor information between equipment.</p>""5494d020-4ae8-4312-a2d2-1a7c9c7cd183""2026-10-05T20:38:33.968Z"false"<p>The VFDs will be controlled by both the PLC and locally. Speed control will be via the Ethernet connection to the drive.</p>""e73a24d9-3553-47d5-bae4-39a3efe8a3d4""2026-10-05T20:38:56.223Z"false"<p>Work that crosses both schedules can be split by hours. Under the Davis-Bacon regulations, a worker can be paid each rate for the time actually spent in that work, but only if certified payrolls accurately segregate the hours. If they don't, the worker must be paid the higher rate for all hours.</p>""2ba646f4-dfb6-4469-b8e0-3fc955f99e3f""2026-10-02T18:52:16.161Z"false"<p>Bidders shall include all costs associated with AIS compliance in their Proposal Price, regardless of the status of WIFIA financing. The WIFIA application process is anticipated to remain ongoing at the time of bid. If WIFIA financing is not obtained, the Owner will notify the selected Contractor in writing after award, and a deductive Change Order for applicable AIS-related costs will be considered at that time.</p>""2bd6ee64-f290-4de8-aaeb-7bee7a8ec182""2026-09-29T17:29:03.008Z"false"<p>Form DB-0154 was associated with the TWDB funding requirements and is no longer required for this Project. WIFIA does not require a separate monthly form to replace DB-0154.</p><p></p><p>The Contractor and applicable Subcontractors shall continue to comply with the Davis-Bacon requirements included in the Contract Documents and EPA WIFIA Specification Package. </p><p></p><p>Certified payrolls may be submitted weekly for each week in which covered work is performed. U.S. Department of Labor Form WH-347 may be used, but is not required, provided the payroll includes all required information and the required Statement of Compliance.</p><p></p><p>Certified payrolls shall be submitted to the Owner & Owner’s Rep for review and maintenance with the Project’s Davis-Bacon compliance records. No separate monthly Davis-Bacon certification for a funding agency is required.</p>""b98c612e-f120-4aa5-9d2a-891d603d1eeb""2026-10-02T18:52:55.096Z"false"<p>The P&IDs shall govern. Garver will provide Addendum for CP-70 and CP-85 I/O list to match P&IDs.</p>""ea37646a-4dbc-4405-b52b-94fd3d05960b""2026-10-05T20:39:24.019Z"false"<p>Offerors must price in the risk based on the proposed project timeline. No adjustment or escalation will be given by Owner.</p>""aa24b8e4-0f83-4a02-a02a-43dc6e3f1ef8""2026-09-29T17:29:14.059Z"false"<p>The only requirement for Milestone 1 is that it is substantially complete prior to Milestone 3.</p>""233a0b0f-246f-401b-9e63-e86637389a43""2026-10-02T18:53:17.523Z"false"<p>Offerors shall price only the named manufacturers, and all or-equal and substitution requests shall be deferred to the post-award submittal process under Section 01 25 00.</p>""8ce73c4d-a4eb-427d-a8c8-52dc3ba3f5ba""2026-10-02T18:53:48.815Z"false"<p>It is currently unknown whether any further revisions to the electrical or process instrumentation Drawings will be made before the October 12, 2026, final Addendum.</p>""161a504e-ef9d-4453-bdf2-87a4950db08b""2026-10-02T18:54:23.623Z"false"<p>The designation shall be included with the Proposal and evaluated at award.</p>""e8d82cc0-1e57-435e-8ba9-267cf560c443""2026-09-29T17:29:25.542Z"false"<p>Requests for approval shall happen during the construction submittal process and the requested alternative must meet all specifications</p>""026049fd-0dc6-4242-a58b-357a5125b0b2""2026-10-05T20:39:33.707Z"false"<p>Contractor to provide schedule of values. Confirmed that the Schedule of Values shall carry discrete line items for Section 26 05 73 Power System Studies and for the Division 40 process control and instrumentation scope in order to be approved.</p>""0283219f-c64e-4195-bc3c-6b9c861257cc""2026-10-05T20:39:46.899Z"false"<p>Specifications will be updated in Addendum No. 6 for the pipe supports and expansion joints added in Addendum No. 4</p>""4b453d33-e173-44d8-8b42-1bc72cd3b666""2026-09-29T17:29:37.277Z"false"<p>All butterfly valves on ALP piping will be type V510. Drawings will be updated by addendum. </p>""98f7c437-a556-48d0-9eb4-b94e88144bdd""2026-09-29T17:29:46.404Z"false"<p>The updated bid form will be released, and the CivCast electronic bid form will be updated in the final addendum, which is anticipated to be released on 10/12/2026. </p>""a1543d4d-4e07-4b9e-ae39-2dd9ff67aee9""2026-10-05T20:40:36.031Z"false"<p>The 16" ALP and 8" ALP piping up until the 8" BFV in Train 3 is to be included in this contract.</p>""ae2ff9b0-be29-4f26-b492-31893c8269a2""2026-09-29T17:29:57.549Z"false"<p>The item in question will be removed by addendum.</p>""5c2deca3-a7d3-4963-a796-a1b6c74b0bb2""2026-09-29T17:30:09.283Z"false"<p>These manual valves shall be supplied by the contractor. P&IDs will be updated by Addendum. In-basin air scour piping <4" diameter is supplied by Kubota as indicated in Appendix C Scope of Supply</p>""db93c146-4707-4e96-8017-bebcf254da40""2026-10-08T17:39:17.572Z"false"<p>All required information is provided in the generator pad standard detail D03/3300-901</p>""85617ddf-38b3-498b-ab67-137a1f427b74""2026-10-05T20:40:53.913Z"false"<p>The valves will be supplied by Kubota as specified on the MBR Tank Equipment scope. In-basin air scour piping <4" diameter is supplied by Kubota as indicated in Appendix C, Scope of Supply</p>""e6bc953c-7972-4dc2-b044-caded7f7bf53""2026-10-08T17:39:33.175Z"false"<p>Architectural detail 1/70-A501 notes PREFINISHED METAL COPING for the masonry half wall. Structural detail 2/70-S508 notes to refer to the architectural drawing for the cap.</p>""7b95bd83-40a4-45fb-8362-2e8037252165""2026-10-08T17:39:51.495Z"false"<p>Drawing 7/70-A411 will be updated to add Window type and Dims in the Addendum.</p>""d99c94d6-b540-4d1b-a571-3eb35c0f92ce""2026-10-08T17:40:27.491Z"false"<p>Refer to the Enlarged Plan 1/70-A409 for Window Call out "SF-04"</p>""e6d534b6-cab3-450c-b44f-6d829df56cb6""2026-10-05T20:41:10.105Z"false"<p>The QMP may be submitted separately and is excluded from the 20-page Project Approach limit.</p>""6ccc3b01-f5d3-4595-8171-277b76ea578c""2026-09-29T17:30:20.998Z"false"<p>See enlarged view on sheet 30-P403</p>""5b486941-2d55-480a-84b8-8aa68d91d01d""2026-10-08T17:40:36.459Z"false"<p>Based on the boring logs provided by the geotech engineer, limestone is only expected at the primary headworks. However, this note would apply anywhere a competent limestone layer is encountered</p>""fc92a054-015e-4e3f-b4fc-75f97518d4df""2026-10-05T20:41:24.819Z"false"<p>The reuse meter vault is shown in the sheets for facility 46.</p>""be9309c3-ad4f-4cfe-844f-5719e2ef2638""2026-10-08T17:40:46.84Z"false"<p>This question is disregarded per Question #217.</p>""390f865e-7b3b-4ff7-acd1-87e20057c3e0""2026-10-02T18:54:39.263Z"false"<p>Noted. Question #216 has been disregarded.</p>""3f8a872d-817d-4bab-818b-30b6d5b472f9""2026-10-02T18:54:50.625Z"false"<p>Secondary headworks are considered primary treatment. The specification will be updated to reflect the extent of coating applications and list the specific facilities coated</p>""526256e7-f53a-461a-a861-d113bbe7cd26""2026-10-08T17:41:22.053Z"false"<p>The gate schedule will be updated to indicate an opening invert of 970.08. Refer to Section 40 05 59 paragraph 1.2.G for the gate sealing arrangement. Top seals are required for orifices and where the hydraulic profile indicates the gate will be fully submerged. The top seal is not required where the channel is open above the gate and there is no concrete to seal against. </p>""f0f83b8d-abe5-48f6-8a60-9a6b915cc0f1""2026-10-05T20:41:40.857Z"false"<p>Gates 201G2 and 201G4 are both upward-opening slide gates. Refer to Section 40 05 59, paragraph 1.2.G, and the response to question 219 for the sealing arrangement. </p>""db14e54e-f29f-47ca-b73c-c91a3e3f4143""2026-10-05T20:41:58.354Z"false"<p>Inlet piping size will be as needed by manufacturer for the selected air release valve size</p>""432a5b32-5ac2-4a37-bfc2-e702afc20067""2026-10-08T17:41:31.399Z"false"<p>The coating schedule will be updated reflecting which facilities receive which coatings and the extent of the coatings. Facilities 10, 20, 30, and 50 will be coated by system 19</p>""bd18d25b-d8b0-457e-8c65-68065bc96a3d""2026-10-08T17:41:43.691Z"false"<p>The schedule for concrete surfaces to receive a coating is provided in 09 96 00.1. The schedule will be updated to reflect which facilities receive which coatings</p>""741768b7-f905-45df-883f-f8a67a4fa625""2026-10-08T17:42:00.2Z"false"<p>Refer to Section 40 05 36.13 - 2.1.C.5 for coating requirements. No specific color paint is required</p>""2654b2e3-3827-46e6-86db-40eabd5d3aac""2026-10-08T17:42:14.433Z"false"<p>Refer to Spec. Section 07 21 00 for which insulation is to be used. Drawings call for Rigid Polyiso insulation, which is listed in 07 21 00.</p>""c5c6f35b-e704-435d-b7d2-90d118493114""2026-10-08T17:42:25.689Z"false"<p>Yes, use Plus since that achieves the design intent. Specification will be updated by addendum</p>""0e7f0b98-3fe6-4242-b9a5-5bd5b4bf3144""2026-10-08T17:42:34.737Z"false"<p>Alternative colors may be submitted during the construction submittal process if Athlon Gray is not available</p>""9d5cb9b6-1228-400d-b568-58bb913930a3""2026-10-08T17:42:46.226Z"false"<p>This is acceptable</p>""43a90787-df54-4da1-80f8-05588de6cfcc""2026-10-08T17:42:57.242Z"false"<p>This is acceptable. Alternative colors may be submitted during the construction submittal process if the desired color or finish is not available</p>""d01b2afb-5f77-4003-8772-190f5cb397fb""2026-10-08T17:43:06.934Z"false"<p>Plate and members should be galvanized steel</p>""85595ccb-fa80-4bc6-8983-42b57f46bac2""2026-10-08T17:43:18.87Z"false"<p>Refer to spec 09 96 00.1 for aluminum coatings and finishes</p>""8b21bbdb-7120-4d9f-a469-de0d8aeae4bc""2026-10-08T17:43:40.773Z"false"<p>A601 will be updated by Addendum to be consistent with sheet A701. </p>""681415a1-01f1-4337-94a3-972dfbe238e8""2026-10-08T17:44:14.359Z"false"<p>Trifab 451 is the basis of design for all Storefront Systems in this project. Contractor to find a similar system in a 6-inch version.</p>""32f15bdb-c4d2-44b7-a8ec-db069a152c23""2026-10-08T17:44:33.527Z"false"<p>See response to Question 239</p>""aaaaa493-7ccc-4b36-b037-23c629dab9e3""2026-10-08T17:44:46.945Z"false"<p>All storefronts to be Center Set in coordination with Manufacturer's recommended installation methods</p>""76771ab8-59cd-4f25-97be-07640b9ada82""2026-10-08T17:44:57.393Z"false"<p>All Windows are Storefront windows, so Laminated Glass is required at all windows.</p>""f8b66d74-0d8f-4a1f-8533-d19364aebd21""2026-10-08T17:45:07.016Z"false"<p>Fire extinguishers are to be wall-mounted with wall brackets. Graphics will be updated in Addendum</p>""6cbf7318-341d-43be-849c-bab341644dda""2026-10-08T17:45:21.216Z"false"<p>The top of the walkways does not need to be coated. The schedule will be updated clarifying the walkway coatings.</p>""9a9b0f89-59e6-488c-9da9-7956413460db""2026-10-08T17:45:31.943Z"false"<p>SC-18.17 was added in Addendum 5. Please refer to Addendum 5 for this provision.</p>""01800c0b-8d85-4914-8b0d-4d1299b29f46""2026-10-08T17:45:46.777Z"false"<p>Refer to the response to question 100</p>""8c014b77-baf0-4c18-8ec1-d7b4af389852""2026-10-08T17:45:54.912Z"false"<p>Refer to the response to question 224</p>""83b57ac5-853e-47d9-906b-9e61f6c6116a""2026-10-08T17:50:23.834Z"false"<p>P1 is indicated as CMU coated with a high solids epoxy/polyeurethane system. Refer to Facilities 60 & 70. Note will be included in Material Finish Schedule in Addendum</p>""9b9b5494-e190-4988-9d59-6eb54e9f728d""2026-10-08T17:46:12.273Z"false"<p>Val-Matic is an accetable manufacturer for butterfly valves. Request an exception for the fasteners during the construction submittal process. </p>""44b4e43b-4d6e-499c-947d-4f7514510960""2026-10-08T17:46:25.794Z"false"<p>The portable cranes must have a capacity to lift all equipment in the facility or area around the crane. Exceptions may be allowed if the selected equipment is less than the weight in the listed in the specification. </p>""a7ccc6df-1215-4435-9b95-ef2305735478""2026-10-08T17:46:47.814Z"false"<p>The canopy requires a metal roof deck to attach the standing seam metal roof. Note 3 is indicating the underside of the roof. </p>""b0fb8efc-7ca2-44e2-9880-0c876db9b097""2026-10-08T17:47:18.933Z"false"<p>A substitution with equal or better performance is acceptable.</p>""ef4b1c16-ffdb-4b79-9b2a-23cc5eb64427""2026-10-08T17:47:29.568Z"false"<p>The U-value is the minimum requirement, but the argon fill is the design intent, due to the temperature fluctuations in this climate zone. Price for the design intent, and provide a substitution of equal or better performance if one is found.</p>""b1d6b8c2-0af9-483a-846e-31946549f79d""2026-10-08T17:47:50.093Z"false"<p>Refer to the response to question 199</p>""2190224d-56a5-40a6-9f0c-615b348a1285""2026-10-08T17:50:37.725Z"falseMost Texas work asks for the two below, and the solicitation documents are where it’s stated. One prequalification covers both — on this bid and the next.
A surety’s written statement that it expects to bond you up to a stated amount, subject to final underwriting. It’s what a GC or agency asks to see before they take your bid seriously.
Source: CivCast (project 6a7e2f50e841b3eb8d25ac83), retrieved via CivCast, the bid board Texas civil engineers advertise on. View the official posting, and always confirm requirements and deadlines with the issuing agency.