BID FORM TxDOT CSJ No. Project Description: This project includes reconstruction of a hangar access taxiway with trench drain and pipe drainage system; local reconstruction of failing pavement on Taxiway B; local paving of Taxiway B shoulder to improve drainage; regrading of shoulder and ditches along Taxiway B; and paving 3 grass island to improve drainage; construction of a hangar access road at the Coulter Field Airport. 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. BASE BID Written & Numeric UNIT 1 1 LS MOBILIZATION dollars and cents $ Page 1
BASE BID Written & Numeric UNIT 2 1 LS LOW PROFILE BARRICADES and cents 3 2,300 SY REMOVE ASPHALT PAVEMENT AND BASE dollars and cents 4 3 AC CLEARING AND GRUBBING dollars _ and cents 5 3,700 CY UNCLASSIFIED EXCAVATION dollars and cents 6 950 LF SEDIMENT CONTROL FENCE dollars and cents 7 3 EA CONSTRUCTION EXIT dollars and cents _ 8 2,700 SY 10 FLEXIBLE BASE (COMPLETE IN PLACE) ( TY D GR 1) dollars and cents Page 2
BASE BID Written & Numeric UNIT 9 2,800 SY 6 LIME TREATMENT dollars and cents 10 60 TON LIME (HYDRATED LIME (SLURRY)) dollars and cents 11 300 TON 2 DENSE-GRADED HOT-MIX ASPHALT (TY D) dollars and cents 12 650 GAL PRIME COAT dollars and cents 13 150 SY 6 CONCRETE PAVEMENT dollars and cents 14 90 SF RETROREFLECTIVE PAVEMENT MARKINGS (YELLOW) dollars and cents 15 6,950 LF WIRE FENCE WITH STEEL POSTS 8 FOOT HIGH (WILDLIFE FENCE) dollars and cents Page 3
BASE BID Written & Numeric UNIT 16 1 EA DOUBLE 8 FOOT WIDE MANUAL SWING GATE dollars and cents 17 80 LF 4 FOOT HIGH CHAIN-LINK FENCE dollars and cents 18 1 EA 4 FOOT HIGH PERSONNEL GATE dollars and cents 19 2,950 LF 8 FOOT HIGH CHAIN-LINK FENCE WITH BARBED WIRE dollars and cents 20 2 EA 24 FOOT SINGLE TRACK MOTORIZED CANTILEVER CHAIN-LINK DRIVEWAY GATE WITH BARBED WIRE dollars and cents 21 2 EA SLIDE GATE OPERATOR FOR 24 FOOT SINGLE TRACK MOTORIZED CANTILEVER DRIVEWAY GATE; PHOTO-EYE REVERSE dollars and cents Page 4
BASE BID Written & Numeric UNIT 22 306 LF 18 REINFORCED CONCRETE PIPE (CL III) dollars and cents 23 1 EA PRECAST REINFORCED MANHOLE TYPE M (48 MANHOLE) dollars and cents 24 1 EA HEADWALL FOR 18 RCP CULVERT dollars and cents 25 75 LF TRENCH DRAIN WITH GRATE dollars and cents 26 4 EA RETROREFLECTIVE MARKERS (GREEN) dollars and cents 27 5 AC SEEDING dollars and cents 28 3,400 CY TOPSOILING dollars and cents Page 5
BASE BID Written & Numeric UNIT 29 50 LF ELECTRICAL CONDUIT, 1-1 SCHEDULE 40 PVC, IN TURF dollars and cents 30 415 LF ELECTRICAL CONDUIT, 2-2 SCHEDULE 40, IN TURF dollars and cents 31 100 LF ELECTRICAL CONDUIT, 2-2 SCHEDULE 40 PVC, OPEN-CUT IN EXISTING ROADWAY PAVEMENT dollars and cents 32 580 LF ELECTRICAL GATE CIRCUIT (3 #10AWG, 1 #10g), INSTALLED IN CONDUIT dollars and cents 33 25 LF ELECTRICAL FEEDER (3 #8, 1 #10G), INSTALLED IN CONDUIT dollars and cents 34 150 LF SECURITY CABLES INSTALLED IN CONDUIT dollars and cents Page 6
BASE BID Written & Numeric UNIT 35 2 EA ELECTRICAL PULL BOX 24 X30 HS20 dollars and cents 36 1 LS UNDERGROUND ELECTRICAL SERVICE 120/240V, 1-PH, 3W, 40A dollars and cents 37 2 EA LIGHTNING PROTECTION AT VEHICLE GATE dollars and cents 38 2 EA GATE ACCESS CONTROL CARD READER dollars and cents Base Bid ADD ALTERNATE #1 REHABILITATE TAXIWAY B AND SHOULDER WITH PCC PAVEMENT Written & Numeric UNIT 1 1 LS MOBILIZATION (ADDITIONAL) and cents Page 7
ADD ALTERNATE #1 REHABILITATE TAXIWAY B AND SHOULDER WITH PCC PAVEMENT Written & Numeric UNIT 2-1,155 SY 10 FLEXIBILE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 3-275 GAL PRIME COAT and cents 4-155 TON 2 DENSE-GRADED HOT-MIX ASPHALT (TY D) and cents 5 1,155 SY 6 FLEXIBLE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 6 1,080 SY 6 CONCRETE PAVEMENT and cents Add Alternate #1 Page 8
ADD ALTERNATE #2 PAVING GRASS ISLANDS WITH ASPHALT PAVEMENT Written & Numeric UNIT 1 1 LS MOBILIZATION (ADDITIONAL) and cents 2 500 SY REMOVE ASPHALT PAVEMENT AND BASE and cents 3 500 CY UNCLASSIFIED EXCAVATION and cents 4 650 LF TEMPORARY EROSION CONTROL LOGS (12 ) and cents 5 1,475 SY 10 FLEXIBLE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 6 1,475 SY 6 LIME TREATMENT and cents 7 31 TON LIME (HYDRATED LIME (SLURRY)) and cents Page 9
ADD ALTERNATE #2 PAVING GRASS ISLANDS WITH ASPHALT PAVEMENT Written & Numeric UNIT 8 370 GAL PRIME COAT and cents 9 175 TON 2 DENSE-GRADED HOT-MIX ASPHALT (TY D) and cents 10 610 SF RETROREFLECTIVE PAVEMENT MARKINGS (YELLOW) and cents Add Alternate #2 Page 10
ADD ALTERNATE #3 PAVING GRASS ISLANDS WITH PCC PAVEMENT Written & Numeric UNIT 1 1 LS MOBILIZATION (ADDITIONAL) and cents 2 500 SY REMOVE ASPHALT PAVEMENT AND BASE and cents 3 500 CY UNCLASSIFIED EXCAVATION and cents 4 650 LF TEMPORARY EROSION CONTROL LOGS (12 ) and cents 5 1,475 SY 6 FLEXIBLE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 6 1,475 SY 6 LIME TREATMENT and cents 7 31 TON LIME (HYDRATED LIME (SLURRY)) and cents Page 11
ADD ALTERNATE #3 PAVING GRASS ISLANDS WITH PCC PAVEMENT Written & Numeric UNIT 8 1,475 SY 6 CONCRETE PAVEMENT and cents 9 610 SF RETROREFLECTIVE PAVEMENT MARKINGS (YELLOW) and cents Add Alternate #3 ADD ALTERNATE #4 HANGAR ACCESS ROAD Written & Numeric UNIT 1 1 LS MOBILIZATION (ADDITIONAL) and cents 2 500 CY UNCLASSIFIED EXCAVATION and cents 3 600 LF SEDIMENT CONTROL FENCE and cents Page 12
ADD ALTERNATE #4 HANGAR ACCESS ROAD Written & Numeric UNIT 4 540 SY 8 FLEXIBLE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 5 670 SY 6 LIME TREATMENT and cents 6 15 TON LIME (HYDRATED LIME (SLURRY)) and cents 7 120 GAL PRIME COAT and cents 8 55 TON 2 DENSE-GRADED HOT-MIX ASPHALT (TY D) and cents 9 1 EA 24 FOOT SINGLE TRACK MOTORIZED CANTILEVER CHAIN-LINK DRIVEWAY GATE WITH BARBED WIRE and cents Page 13
ADD ALTERNATE #4 HANGAR ACCESS ROAD Written & Numeric UNIT 10 1 EA SLIDE GATE OPERATOR FOR 24 FOOT SINGLE TRACK MOTORIZED CANTILEVER DRIVEWAY GATE; PHOTO- EYE REVERSE and cents 11 52 LF 18 REINFORCED CONCRETE PIPE (CL III) and cents 12 2 EA HEADWALL FOR 18 RCP CULVERT and cents 13 1 EA ADJUSTING MANHOLES (SANITARY) and cents 14 40 LF ELECTRICAL CONDUIT, 1-1 SCHEDULE 40 PVC, IN TURF and cents 15 70 LF ELECTRICAL CONDUIT, 2-2 SCHEDULE 40 PVC, IN TURF and cents Page 14
ADD ALTERNATE #4 HANGAR ACCESS ROAD Written & Numeric UNIT 16 80 LF ELECTRICAL GATE CIRCUIT (3 #10AWG, 1 #10G), INSTALLED IN CONDUIT and cents 17 20 LF ELECTRICAL FEEDER (3 #8, 1 #10G), INSTALLED IN CONDUIT) and cents 18 40 LF SECURITY CABLES INSTALLED IN CONDUIT and cents 19 1 EA ELECTRICAL PULL BOX 24 X30 HS20 and cents 20 1 LS OVERHEAD ELECTRICAL SERVICE 120/240V, 1-PH, 3W 40A and cents 21 1 EA LIGHTNING PROTECTION AT VEHICLE GATE and cents Page 15
ADD ALTERNATE #4 HANGAR ACCESS ROAD Written & Numeric UNIT 22 1 EA GATE ACCESS CONTROL CARD READER and cents Add Alternate #4 ADD ALTERNATE #5 FUTURE HANGAR PAVING Written & Numeric UNIT 1 1 LS MOBILIZATION (ADDITIONAL) and cents 2 150 SY REMOVE ASPHALT PAVEMENT AND BASE and cents 3 2,900 CY BORROW EXCAVATION (ON- SITE) and cents 4 700 LF SEDIMENT CONTROL FENCE and cents Page 16
ADD ALTERNATE #5 FUTURE HANGAR PAVING Written & Numeric UNIT 5 2,830 SY 10 FLEXIBLE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 6 270 SY 6 FLEXIBLE BASE (COMPLETE IN PLACE) (TY D GR 1) and cents 7 3,100 SY 6 LIME TREATMENT and cents 8 65 TON LIME (HYDRATED LIME (SLURRY)) and cents 9 710 GAL PRIME COAT and cents 10 350 TON 2 DENSE-GRADED HOT-MIX ASPHALT (TY D) and cents 11 270 SY 6 CONCRETE PAVEMENT and cents Page 17
ADD ALTERNATE #5 FUTURE HANGAR PAVING Written & Numeric UNIT 12 252 SY RETROREFLECTIVE PAVEMENT MARKINGS (YELLOW) and cents 13 2 CY RIP RAP (STONE COMMON) (DRY) (18 ) and cents 14 50 LF 18 REINFORCED CONCRETE PIPE (CL III) and cents 15 1 EA HEADWALL FOR 18 RCP CULVERT and cents 16 229 LF TRENCH DRAIN WITH GRATE and cents 17 2 AC SEEDING and cents 18 1,170 CY TOPSOILING (ON-SITE) and cents Page 18
ADD ALTERNATE #5 FUTURE HANGAR PAVING Written & Numeric UNIT 19 12 EA RETROREFLECTIVE MARKERS (GREEN) and cents 20 3 EA RETROREFLECTIVE MARKERS (RED) and cents Add Alternate #5 BID ESTIMATE SUMMARY TOTAL BASE BID TOTAL ADD ALTERNATE #1: Rehabilitate Taxiway B and Shoulder with PCC Pavement TOTAL ADD ALTERNATE #2: Paving Grass Islands With Asphalt Pavement TOTAL ADD ALTERNATE #3: Paving Grass Islands With PCC Pavement TOTAL ADD ALTERNATE #4: Hangar Access Road TOTAL ADD ALTERNATE #5: Future Hangar Paving $ $ $ $ $ $ Page 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. Bidders must bid on base bid and all alternates. The contract award will be based on the lowest qualified bid for the base bid or the lowest qualified bid for the base bid plus any combination of alternate and additive bids that the Agent/Owner chooses, depending on the availability of funds. 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 180 calendar days thereafter. Bidder further agrees to pay as liquidated damages the sum of $800.00 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 Page 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. Page 21