City of WataugaIssuing agency·Watauga, TX·via CivCast, the bid board Texas civil engineers advertise onParking lot improvements to the Public Works yard consisting of the following major items: 1320 SY of 5" concrete pavement, 1331 SY of 6" concrete pavement, 5033 SY of 7" concrete pavement, approximately 700 linear feet of fencing, pavement markings, vehicle loop detectors, and demolition & excavation work.
Additive Alternative A consists of a fifty foot by twenty-two-foot carport (1100 SF).
Additive Alternative B adds an additional 2965 SY of 7" concrete paving.
Type of work: Paving and Drainage Improvements
Engineer's estimate: $900,000 to $1,300,000
Pre-bid meeting: October 6, 2026 at 2:00 PM (Chicago) — 7105 Whitley Road, Watauga, Texas 76148 — Non-mandatory at City of Watauga Council Chambers
Bid opening: October 14, 2026 at 11:00 AM (Chicago) — 7105 Whitley Road, Watauga, Texas 76148 — City of Watauga Council Chambers
Questions due: October 9, 2026 at 4:00 PM (Chicago)
Questions asked: 6
Bid documents (download requires a free CivCast account):
Parking lot improvements to the Public Works yard consisting of the following major items: 1320 SY of 5" concrete pavement, 1331 SY of 6" concrete pavement, 5033 SY of 7" concrete pavement, approximately 700 linear feet of fencing, pavement markings, vehicle loop detectors, and demolition & excavation work. Additive Alternative A consists of a fifty foot by twenty-two-foot carport (1100 SF). Additive Alternative B adds an additional 2965 SY of 7" concrete paving.
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"<p>To schedule a site visit, please contact Joe Grasmick at 817-514-5844 or at jgrasmick@wataugatx.org</p><p></p><p>Please note, no questions may be asked and no answers or additional information will be provided by City Staff during site visits. City staff will only be facilitating access to the site; any and all questions must be asked either via Civcast or at the pre-bid meeting.</p>""8c6ae702-623d-4b86-bc3a-10f05244eab6""2026-09-25T11:30:35.203Z"false"<p>The contractor will pay for and be responsible for hiring a testing lab for concrete and materials testing. See section 01 11 01 "Line Item Description of Proposed Work" page 9 of 10 for additional information.</p><p></p>""4240cf16-3c7d-4ec8-aa26-70be96d7920f""2026-09-23T15:54:55.336Z"false"<p>Contractor shall provide and assume full responsibility for water necessary for the performance, testing, start-up, and completion of the proposed work. See section 00 70 00 "EJCDC C700" - page 23 of 64 paragraph 6.03(A) "Services, Materials, and Equipment" for further information.</p><p></p><p>Should the contractor choose to use water from City of Watauga fire hydrants, a City of Watauga hydrant meter must be used. Meters are available from Utility Billing with a deposit. Water trucks or other sources of water are acceptable, but no external hydrant meters may be used on City of Watauga fire hydrants.</p>""ccecfbd8-8dfd-4c9a-a58b-8a87304ac277""2026-09-23T16:00:29.065Z"false"<p>The phasing is not required. However, one of the phases must either be fully completed or fully intact/existing conditions at all times for operations purposes.</p><p></p><p>Concurrent work is acceptable, provided that access and operations are maintained. See the note on sheet 5 stating, "The owner's preference is the depicted phasing order. The owner may allow other limits or phasing plans proposed by contractor at no additional expense."</p><p></p>""e00de7cd-4cf5-488f-918b-bd2d3207b8b1""2026-09-29T15:41:50.452Z"false"<p>No. The contractor would be responsible for any detailed drawings; refer to line item A24 on page 8 of section 01 11 01. </p>""076f9db4-873f-4047-928f-1c74c0671a29""2026-10-02T18:49:18.841Z"false"<p>The City will accept either alternative pavement section described in Section 5.3 of CMJ’s geotechnical report in lieu of concrete pavement over lime stabilized subgrade. The two alternatives are: 1) an additional 2 inches of PCC pavement over properly compacted subgrade, or 2) the specified PCC pavement thickness over TxDOT Item 247, Type A, Grade 1/2 flexible base placed over properly compacted subgrade.</p><p></p><p>No additional pay items or bid alternates will be issued. Bidders shall bid the base pavement section using Items 11, 12 and 13, 14, or 15 and Additive Alternative B using Items B11, B12 and B14 or B15, as applicable, in accordance with the bid form. Payment will be based on the applicable bid quantities and contract unit prices for the original bid items for the base pavement thickness sections according to this table:</p><p></p><table style=\"border: 1px solid #000;\"><tbody><tr><td data-row=\"1\"><strong>Base Pavement Section</strong></td><td data-row=\"1\"><strong>Alternative Pavement Section 1</strong></td><td data-row=\"1\"><strong>Alternative Pavement Section 2</strong></td></tr><tr><td data-row=\"2\">5" Thick Light-Duty Reinforced Concrete Pavement over 6” Thick Lime Stabilized Subgrade. Bid items: 11, 12, 13</td><td data-row=\"2\">7" Thick Reinforced Concrete Pavement over properly compacted subgrade. Paid by Items: 11, 12, 13</td><td data-row=\"2\">5" Thick Light-Duty Reinforced Concrete Pavement over 6” Thick TxDOT Item 247, Type A, Grade ½ flexible base. Paid by Items: 11, 12, 13</td></tr><tr><td data-row=\"3\">6" Thick Medium-Duty Reinforced Concrete Pavement over 6” Thick Lime Stabilized Subgrade. Bid items: 11, 12, 14</td><td data-row=\"3\">8" Thick Reinforced Concrete Pavement over properly compacted subgrade. Paid by Items: 11, 12, 14</td><td data-row=\"3\">6" Thick Medium-Duty Reinforced Concrete Pavement over 6” Thick TxDOT Item 247, Type A, Grade ½ flexible base. Paid by Items: 11, 12, 14</td></tr><tr><td data-row=\"4\">7" Thick Heavy-Duty Reinforced Concrete Pavement over 6” Thick Lime Stabilized Subgrade. Bid items: 11, 12, 15</td><td data-row=\"4\">9" Thick Reinforced Concrete Pavement over properly compacted subgrade. Paid by Items: 11, 12, 15</td><td data-row=\"4\">7" Thick Heavy-Duty Reinforced Concrete Pavement over 6” Thick TxDOT Item 247, Type A, Grade ½ flexible base. Paid by Items: 11, 12, 15</td></tr><tr><td data-row=\"5\">6" Thick Medium-Duty Reinforced Concrete Pavement over 6” Thick Lime Stabilized Subgrade. Bid items: B11, B12, B14</td><td data-row=\"5\">8" Thick Reinforced Concrete Pavement over properly compacted subgrade. Paid by Items: B11, B12, B14</td><td data-row=\"5\">6" Thick Medium-Duty Reinforced Concrete Pavement over 6” Thick TxDOT Item 247, Type A, Grade ½ flexible base. Paid by Items: B11, B12, B14</td></tr><tr><td data-row=\"6\">7" Thick Heavy-Duty Reinforced Concrete Pavement over 6” Thick Lime Stabilized Subgrade. Bid items: B11, B12, B15</td><td data-row=\"6\">9" Thick Reinforced Concrete Pavement over properly compacted subgrade. Paid by Items: B11, B12, B15</td><td data-row=\"6\">7" Thick Heavy-Duty Reinforced Concrete Pavement over 6” Thick TxDOT Item 247, Type A, Grade ½ flexible base. Paid by Items: B11, B12, B15</td></tr></tbody></table><p></p><p>For Alternative Pavement Section 1, the Contractor will not be paid for the extra 2” of concrete pavement that is placed but will be paid for the lime stabilized subgrade and lime material that is not actually placed. For Alternative Pavement Section 2, the Contractor will be paid for the flexible base at the unit price and quantities bid for lime stabilized subgrade stabilization and material. Contract time shall be bid based on the Base Bid and will not be adjusted if either alternative pavement section is used.</p>""0c6830d7-2e74-48df-bec3-9976a74cca85""2026-10-09T17:31:45.05Z"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 6ab2f2d5f3730479c0894782), 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.