BID FORM TxDOT CSJ No. 1507JNCTN Project Description: T-Hangar Development Project Bid by: Name of Bidder Address: Telephone: FAX: Email Address: To the Texas Department of Transportation hereinafter called the Agent. Pursuant to the foregoing Instruction to Bidders, the undersigned bidder having examined the plans and specifications with related documents and the site of the proposed work, and being familiar with all the conditions surrounding the construction of the project hereby proposes to furnish all necessary superintendence, labor, machinery, equipment, tools materials and supplies to complete all the work upon which is bid in accordance with the contract documents, within the time set forth and at the prices stated below. P-1
BID SCHEDULE 1 HMAC Paving Item No. 1: Mobilization, Temporary Access and Erosion/Sedimentation Control Measures 1.01 1 L.S. S-1 Mobilization, Insurance, Ect. 1.02 1 L.S. S-3 Barricades and Markings for Pavement Closures 1.03 1 E.A. P-156 Rock Construction Exit 1.04 570 L.F. P-156 Filter Fabric Fence per linear foot 1.05 1 L.S. P-156 SWPPP (Document) 1.06 533 C.Y. T-905 Topsoiling 1.07 4840 S.Y. T-901 Seeding Item No. 1: Mobilization, Temporary Access and Erosion/Sedimentation Control Measures $ P-2
Item No. 2: T-Hangar Access Taxiway and Associated Pavement 2.01 2,825 C.Y. P-152 Unclassified Excavation 2.02 560 C.Y. P-152 Embankment In Place 2.03 100 C.Y. P-152 Undercut and Replace Unsuitable Subgrade Material 2.04 2,265 C.Y. PLANS Spread Spoil Material Onsite 2.05 3,810 S.Y. P-155 8" Lime Treated Subgrade 2.06 83 Ton P-155 Lime (6%) for Subgrade 2.07 3,490 S.Y. Tx247 14" Crushed Aggregate Base Course 2.08 1,050 Gal. P-602 Bituminous Prime Coat per gallon 2.09 345 Ton P-401 2" Bituminous Surface Course 2.10 244 S.Y. P-610 Hangar Building Foundation Border 2.11 150 L.F. D-701 18" Reinforced Concrete Pipe per linear foot P-3
2.12 107 S.Y. D-754 Concrete Drainage Flume 2.13 4 E.A. D-752 18" RCP 45 Degree Bends 2.14 6 E.A. D-752 18" S.E.T. 2.15 485 S.F. P-620 Yellow Taxiway Markings Item No. 2: T-Hangar Access Taxiway and Associated Pavement $ Item No.3: 8 Unit T-Hangar Building and Utilities 3.01 1 L.S. H-1 8 Unit T-Hangar Building 3.02 1 L.S. H-1 8 Unit T-Hangar Reinforced Concrete Foundation, Including Select Fill 3.03 1 L.S. H-1 Electrical Service for 8 Unit T- Hangar Item No.3: 8 Unit T-Hangar Building and Utilities $ P-4
Additive Alternate Item No.1: 10 Unit T-Hangar Building and Utilities A1.01 (1) L.S. DELETE Delete Item 3.01 8 Unit T-Hangar Building A1.02 (1) L.S. DELETE Delete Item 3.02 8 Unit T-Hangar Reinforced Concrete Foundation A1.03 1 L.S. H-1 10 Unit T-Hangar Building A1.04 1 L.S. H-1 10 Unit T-Hangar Reinforced Concrete Foundation, Including Select Fill A1.05 985 C.Y. P-152 Unclassified Excavation A1.06 985 C.Y. PLANS Spread Spoil Material Onsite A1.07 515 S.Y. P-155 8" Lime Treated Subgrade A1.08 11 Ton P-155 Lime (6%) for Subgrade A1.09 455 S.Y. Tx247 14" Crushed Aggregate Base Course A1.10 137 Gal. P-602 Bituminous Prime Coat per gallon A1.11 44 Ton P-401 2" Bituminous Surface Course P-5
A1.12 47 S.Y. P-610 Hangar Building Foundation Border A1.13 75 S.F. P-620 Yellow Taxiway Markings A1.14 31 C.Y. T-905 Topsoiling A1.15 242 S.Y. T-901 Seeding Additive Alternate Item No.1: 10 Unit T-Hangar Building and Utilities $ Additive Alternate Item No. 2: 12 Unit T-Hangar Building and Utilities A2.01 (1) L.S. DELETE Delete Item 3.01 8 Unit T-Hangar Building _ A2.02 (1) L.S. DELETE Delete Item 3.02 8 Unit T-Hangar Reinforced Concrete Foundation _ A2.03 1 L.S. H-1 12 Unit T-Hangar Building _ A2.04 1 L.S. H-1 12 Unit T-Hangar Reinforced Concrete Foundation, Including Select Fill _ A2.05 2,163 C.Y. P-152 Unclassified Excavation _ A2.06 2,163 C.Y. PLANS Spread Spoil Material Onsite _ P-6
A2.07 1,025 S.Y. P-155 8" Lime Treated Subgrade _ A2.08 23 Ton P-155 Lime (6%) for Subgrade _ A2.09 910 S.Y. Tx247 14" Crushed Aggregate Base Course _ A2.10 273 Gal. P-602 Bituminous Prime Coat _ per gallon A2.11 90 Ton P-401 2" Bituminous Surface Course _ A2.12 94 S.Y. P-610 Hangar Building Foundation Border _ A2.13 150 S.F. P-620 Yellow Taxiway Markings _ A2.14 73 C.Y. T-905 Topsoiling _ A2.15 630 S.Y. T-901 Seeding _ Additive Alternate Item No. 2: 12 Unit T-Hangar Building and Utilities $ P-7
Additive Alternate Item No. 3: Apron Expansion P-8 A3.01 100 C.Y. P-152 Unclassified Excavation A3.02 550 C.Y. P-152 Embankment in Place A3.03 3,800 S.Y. P-155 8" Lime Treated Subgrade A3.04 85 Ton P-155 Lime (6%) for Subgrade A3.05 3,640 S.Y. Tx247 14" Crushed Aggregate Base Course A3.06 1,100 Gal. P-602 Bituminous Prime Coat per gallon A3.07 380 Ton P-401 2" Bituminous Surface Course A3.08 175 L.F. D-701 15" Corrugated Metal Pipe, Galvanized, Type IA per linear foot A3.09 1 E.A. D-752 15" S.E.T. A3.10 1 E.A. D-751 Grate Inlet A3.11 72 L.F. P-156 Filter Fabric Fence per linear foot A3.12 100 C.Y. T-905 Topsoiling
A3.13 968 S.Y. T-901 Seeding A3.14 1 E.A. P-156 Rock Construction Exit A3.15 21 E.A. PLANS Concrete Tie Downs A3.16 9 E.A. PLANS Modify Existing Tie Downs A3.17 45 S.F. S-19 Pavement Marking Obliteration A3.18 2 E.A. E-16400 Exterior Flood Lights, HPS, 39' Aluminum Pole, Foundation A3.19 1 E.A. E-16400 Lighting Contactor Control Panel with Photocell for Exterior Lights A3.20 1 L.S. E-16400 Connect to Electrical Service Additive Alternate Item No. 3: Apron Expansion $ Additive Alternate Item No. 4: Crack Seal Existing Pavement A4.01 1,000 Gal. P-101 Rout, Clean, and Seal Existing Cracks per gallon Additive Alternate Item No. 4: Crack Seal Existing Pavement $ P-9
BID SUMMARY: Item No. 1: Mobilization, Temporary Access and Erosion/Sedimentation Control Measures $ Item No. 2: T-Hangar Access Taxiway and Associated Pavement $ Item No.3: 8 Unit T-Hangar Building and Utilities $ BASE BID TOTAL: $ Additive Alternate Item No.1: 10 Unit T-Hangar Building and Utilities $ Additive Alternate Item No. 2: 12 Unit T-Hangar Building and Utilities $ Additive Alternate Item No. 3: Apron Expansion $ Additive Alternate Item No. 4: Crack Seal Existing Pavement $ ADDITITIVE ALTERNATE TOTAL: $ BASE + ADDITITIVE ALTERNATE TOTAL: $ P-10
BID SCHEDULE 2 PCC Paving Item No. 1: Mobilization, Temporary Access and Erosion/Sedimentation Control Measures 1.01 1 L.S. S-1 Mobilization, Insurance, Ect. 1.02 1 L.S. S-3 Barricades and Markings for Pavement Closures 1.03 1 E.A. P-156 Rock Construction Exit 1.04 570 L.F. P-156 Filter Fabric Fence per linear foot 1.05 1 L.S. P-156 SWPPP (Document) 1.06 533 C.Y. T-905 Topsoiling 1.07 4,840 S.Y. T-901 Seeding Item No. 1: Mobilization, Temporary Access and Erosion/Sedimentation Control Measures $ P-11
Item No. 2: T-Hangar Access Taxiway and Associated Pavement 2.01 2,660 C.Y. P-152 Unclassified Excavation 2.02 725 C.Y. P-152 Embankment In Place 2.03 100 C.Y. P-152 Undercut and Replace Unsuitable Subgrade Material 2.04 1,935 C.Y. PLANS Spread Spoil Material Onsite 2.05 3,810 S.Y. P-155 8" Lime Treated Subgrade 2.06 83 Ton P-155 Lime (6%) for Subgrade 2.07 3,490 S.Y. Tx247 6" Crushed Aggregate Base Course 2.08 3,135 S.Y. P-501 6.5" PCC Pavement 2.09 244 S.Y. P-610 Hangar Building Foundation Border 2.10 150 L.F. D-701 18" Reinforced Concrete Pipe per linear foot 2.11 107 S.Y. D-754 Concrete Drainage Flume 2.12 4 E.A. D-752 18" RCP 45 Degree Bends P-12
2.13 6 E.A. D-752 18" S.E.T. 2.14 485 S.F. P-620 Yellow Taxiway Markings 2.15 970 S.F. P-620 Black Border Markings Item No. 2: T-Hangar Access Taxiway and Associated Pavement $ Item No.3: 8 Unit T-Hangar Building and Utilities 3.01 1 L.S. H-1 8 Unit T-Hangar Building 3.02 1 L.S. H-1 8 Unit T-Hangar Reinforced Concrete Foundation, Including Select Fill 3.03 1 L.S. H-1 Electrical Service for 8 Unit T- Hangar Item No.3: 8 Unit T-Hangar Building and Utilities $ P-13
Additive Alternate Item No.1: 10 Unit T-Hangar Building and Utilities A1.01 (1) L.S. DELETE Delete Item 3.01 8 Unit T-Hangar Building A1.02 (1) L.S. DELETE Delete Item 3.02 8 Unit T-Hangar Reinforced Concrete Foundation A1.03 1 L.S. H-1 10 Unit T-Hangar Building A1.04 1 L.S. H-1 10 Unit T-Hangar Reinforced Concrete Foundation, Including Select Fill A1.05 940 C.Y. P-152 Unclassified Excavation A1.06 940 C.Y. PLANS Spread Spoil Material Onsite A1.07 515 S.Y. P-155 8" Lime Treated Subgrade A1.08 11 Ton P-155 Lime (6%) for Subgrade A1.09 455 S.Y. Tx247 6" Crushed Aggregate Base Course A1.10 415 S.Y. P-501 6.5" PCC Pavement A1.11 47 S.Y. P-610 Hangar Building Foundation Border P-14
A1.12 75 S.F. P-620 Yellow Taxiway Markings A1.13 150 S.F. P-620 Black Border Markings A1.14 31 C.Y. T-905 Topsoiling A1.15 242 S.Y. T-901 Seeding Additive Alternate Item No. 1: 10 Unit T-Hangar Building and Utilities $ Additive Alternate Item No.2: 12 Unit T-Hangar Building and Utilities A2.01 (1) L.S. DELETE Delete Item 3.01 8 Unit T-Hangar Building A2.02 (1) L.S. DELETE Delete Item 3.02 8 Unit T-Hangar Reinforced Concrete Foundation A2.03 1 L.S. H-1 12 Unit T-Hangar Building A2.04 1 L.S. H-1 12 Unit T-Hangar Reinforced Concrete Foundation, Including Select Fill A2.05 2,075 C.Y. P-152 Unclassified Excavation A2.06 2,075 C.Y. PLANS Spread Spoil Material Onsite P-15
A2.07 1,025 S.Y. P-155 8" Lime Treated Subgrade A2.08 23 Ton P-155 Lime (6%) for Subgrade A2.09 910 S.Y. Tx247 6" Crushed Aggregate Base Course A2.10 915 S.Y. P-501 6.5" PCC Pavement A2.11 94 S.Y. P-610 Hangar Building Foundation Border A2.12 150 S.F. P-620 Yellow Taxiway Markings A2.13 300 S.F. P-620 Black Border Markings A2.14 73 C.Y. T-905 Topsoiling A2.15 630 S.Y. T-901 Seeding Additive Alternate Item No. 2: 12 Unit T-Hangar Building and Utilities $ P-16
Additive Alternate Item No.3: Apron Expansion A3.01 100 C.Y. P-152 Unclassified Excavation A3.02 550 C.Y. P-152 Embankment in Place A3.03 3,800 S.Y. P-155 8" Lime Treated Subgrade A3.04 85 Ton P-155 Lime (6%) for Subgrade A3.05 3,640 S.Y. Tx247 6" Crushed Aggregate Base Course A3.06 3,450 S.Y. P-501 6.5" PCC Pavement A3.07 175 L.F. D-701 15" Corrugated Metal Pipe, Galvanized, Type IA per linear foot A3.08 1 E.A. D-752 15" S.E.T. A3.09 1 E.A. D-751 Grate Inlet A3.10 72 L.F. P-156 Filter Fabric Fence per linear foot A3.11 100 C.Y. T-905 Topsoiling A3.12 968 S.Y. T-901 Seeding P-17
A3.13 1 E.A. P-156 Rock Construction Exit A3.14 21 E.A. PLANS Concrete Tie Downs A3.15 9 E.A. PLANS Modify Existing Tie Downs A3.16 45 S.F. S-19 Pavement Marking Obliteration A3.17 2 E.A. E-16400 Exterior Flood Lights, HPS, 39' Aluminum Pole, Foundation A3.18 1 E.A. E-16400 Lighting Contactor Control Panel with Photocell for Exterior Lights A3.19 1 L.S. E-16400 Connect to Electrical Service Additive Alternate Item No. 3: Apron Expansion $ Additive Alternate Item No. 4: Crack Seal Existing Pavement A4.01 1,000 Gal. P-101 Rout, Clean, and Seal Existing Cracks per gallon Additive Alternate Item No. 4: Crack Seal Existing Pavement $ P-18
BID SUMMARY: Item No. 1: Mobilization, Temporary Access and Erosion/Sedimentation Control Measures $ Item No. 2: T-Hangar Access Taxiway and Associated Pavement $ Item No.3: 8 Unit T-Hangar Building and Utilities $ BASE BID TOTAL: $ Additive Alternate Item No.1: 10 Unit T-Hangar Building and Utilities $ Additive Alternate Item No.2: 12 Unit T-Hangar Building and Utilities $ Additive Alternate Item No.3: Apron Expansion $ Additive Alternate Item No. 4: Crack Seal Existing Pavement $ ADDITITIVE ALTERNATE TOTAL: $ BASE + ADDITITIVE ALTERNATE TOTAL: $ P-19
It is understood the quantities of work to be done at unit prices are approximate and are intended for bidding purposes only. Amounts are to be shown in both words and figures. In case of discrepancy the amount shown in words shall govern. Bidder must bid Schedule 1 and 2 plus alternates The contract award will be based on the lowest qualified bid for either schedule 1 or schedule 2 without consideration of which bid is the lowest of the responsible bids. Bidders understand the Agent reserves the right to reject any bid and the right to waive technicalities if such waiver is in the best interest of the Owner or Agent and conforms to State and local laws and ordinances pertaining to the letting of construction contracts. Funding availability will be considered in selecting the bid award. The bidder agrees this bid shall be honored and may not be withdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids. Upon receipt of the written "Notice of Award", the bidder will execute the formal contract agreement within 14 days and deliver a surety bond or bonds as required under the contract documents. The bid security attached, two percent (2%) of the total bid price stated in the bid, in the sum of $ is to become the property of the Agent in the event the contract is not executed as set forth in the contract documents as liquidated damages for the delay and additional expense caused thereby. Bidder hereby agrees to commence work under this contract on or before a date to be specified in a written Notice to Proceed and to fully complete the project within 210 calendar days thereafter. Bidder further agrees to pay as liquidated damages the sum of $1000.00 for each calendar day to complete the work beyond the allotted time or as extended by an approved Change Order or Supplemental Agreement. By submission of a bid under this solicitation, bidder certifies the only persons or parties interested in this proposal are those named and the bidder has not directly or indirectly participated in collusion, entered into an agreement or otherwise taken any action in restraint of free competitive bidding in connection with the project. Signature Title Printed Name Phone Mailing Address City, State, Zip Code P-20
Addendum: The undersigned Bidder certifies that he has acknowledged the addendum(s) to the contract as indicated below. Addendum No. dated Addendum No. dated Addendum No. dated Qualification Acknowledgment: The undersigned Bidder certifies they are a prequalified bidder with the Texas Department of Transportation (TxDOT) and is on the current TxDOT Bidder s List as indicated below: Full Prequalification Bidder s Questionnaire OR The undersigned Bidder is not a pre-qualified TxDOT bidder and has enclosed the bidder s qualifications per General Provision 20-02, Prequalification of Bidders. I have enclosed qualification statements. Qualification Acknowledgment Signature: Signature Title Mailing Address City, State, Zip Code Note: The bidder may also submit an electronically printed bid. The bid must have pay items in the same order and with the exact information as on this bid form. If submitting an electronically printed bid, please submit qualification/signature page. The bidder is responsible for incorrect information and will be considered non-responsive if pay items are incorrect. P-21