BID FORM TxDOT CSJ 1812CONRO Project Description: TW Extension, Lighting and Signage Improvements Base Bid: The project consists of the extension of existing 50 TW approximately 2,640 feet. The proposed pavement section consists of 10 Portland cement concrete pavement, 2 hot-mix asphalt bond-breaker, 8 cement stabilized base, and 12 of lime-treated subgrade. A new exit taxiway is proposed at approximate STA: 28+70 along the TW extension. Alt. Bid: Additional extension of proposed taxiway from STA: 31+00 to TW F/G intersection, approximately 1,095 feet. 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 Qty Description Written & Numeric UNIT 1 P-101-5.1. 1,869 SY SURFACE PREPARATION (ASPHALT PAVEMENT REMOVAL) Dollars $ and cents P-1
Qty Description Written & Numeric 2 P-152-4.1 7,137 CY UNCLASSIFIED EXCAVATION Dollars and cents 3 P-152-4.3 200 CY MUCK EXCAVATION and cents _ 4 P-152-4.5 300 CY BORROW EXCAVATION 5 P-155-8.1 24,328 SY LIME TREATED SUBGRADE (12 COMPACTED THICKNESS) 6 P-155-8.2 754 TON LIME (6%) 7 P-156-5.1 1,120 LF SEDIMENT CONTROL FENCE FOR EROSION CONTROL P-2
8 P-156-5.2 Qty Description Written & Numeric 330 LF EROSION CONTROL LOGS (12 WATTLES) FOR EROSION CONTROL 9 P-156-5.3 60 LF ROCK FILTER DAMS FOR EROSION CONTROL (INSTALL & EROSION CONTROL) 10 P-156-5.4 1 EA STABILIZED CONSTRUCTION EXIT FOR EROSION CONTROL 11 P-304-8.1 24,328 SY CEMENT TREATED BASE MATERIAL (8 COMPACTED THICKNESS) P-3
Qty Description Written & Numeric 12 P-304-8.2 475 TON CEMENT (5%) 13 P-403-8.1 2,596 TON HMAC BOND BREAKER (2 COMPACTED THICKNESS) 14 P-501-8.1 22,856 SY PORTLAND CEMENT CONCRETE PAVEMENT (10 THICKNESS) 15 P-602-5.1 7298 GAL BITUMINOUS PRIME COAT 16 P-620-5.1 10,010 SF RW/TW PAINT (YELLOW) 17 P-620-5.2 27,065 SF RW/TW PAINT (BLACK) P-4
18 P-620-5.3 Qty Description Written & Numeric 1,039 SF RW/TW PAINT (RED) 18A p-620-5.4 292 SF RW/TW PAINT (WHITE) 19 TxDOT 464 120 LF 24 RCP STORM SEWER PIPE, CLASS III 20 D-701-5.2 192 LF 24 RCP STORM SEWER PIPE, CLASS V (BENEATH PAVEMENT OR RSA/TSA) 21 TxDOT 464 286 LF 30 RCP STORM SEWER PIPE, CLASS III 22 D-701-5.4 166 LF 30 RCP STORM SEWER PIPE, CLASS V (BENEATH PAVEMENT OR RSA/TSA) P-5
Qty Description Written & Numeric 23 D-751-5.1 2 EA DRAINAGE INLET (2 X3 ), GRATE TYPE 24 T-901-5.1 8.4 AC BROADCAST SEEDING 25 T-901-5.2 1.5 AC HYDROMULCH SEEDING 26 T-904-5.1 7,361 SY SODDING 27 T-905-5.1 4,600 CY TOPSOIL (3 LOOSE) (OBTAINED ON-SITE OR REMOVED FROM STOCKPILE) 28 SS-001 30 STA TEMPORARY ACCESS/HAUL ROAD (INCLUDING STAGING AREA) P-6
Qty Description Written & Numeric 29 SS-002 1 LS BARRICADES AND TRAFFIC CONTROL 30 SS-003 0 LF DEMO EXISTING RC PIPE 31 SS-003 0 EA DEMO EXISTING INLET 32 L-105-1 19 EA REMOVE AND SALVAGE OF STAKE MOUNT EDGE LIGHT 33 L-105-2 22 EA REMOVE AND SALVAGE OF BASE MOUNT EDGE LIGHT 34 L-105-3 13,050 LF REMOVE CABLES IN CONDUIT P-7
35 L-105-4 Qty Description Written & Numeric 4 EA REMOVE L-867D PULLBOX 36 L-105-5 1 EA REMOVE HANDHOLE (3 x3 x3 OR LARGER) 37 L-105-6 8 EA REMOVE EDGE LIGHT, BASE CAN TO REMAIN 38 L-105-7 2,725 LF REMOVE CONDUIT 39 L-105-8 1 EA REMOVE SIGN 40 L-108-1 20,200 LF NO. 8 AWG, L-824C, INSTALLED IN CONDUIT P-8
41 L-108-2 Qty Description Written & Numeric 6,650 LF NO. 6 AWG BARE COUNTERPOISE WIRE, INSTALLED IN TRENCH 42 L-108-3 4,500 LF NO. 6 AWG BARE COUNTERPOISE WIRE, INSTALLED IN CONDUIT TRENCH 43 L-108-4 30 LF CABLE SPLICE 44 L-108-5 1,000 LF TEMPORARY CABLING 45 L-108-6 1 LS CIRCUIT LABELING P-9
46 L-109-1 Qty Description Written & Numeric 1 LS ELECTRICAL VAULT MODIFICATION INCLUDING ALCS UPGRADES 47 L-110-1 10,150 LF 1-WAY, 2 PVC CONDUIT, SCHED 40 48 L-110-2 450 LF 1-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED 49 L-110-3 35 LF 2-WAY, 2 PVC CONDUIT, SCHED 40 50 L-110-4 105 LF 2-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED P-10
51 L-110-5 Qty Description Written & Numeric 100 LF 3-WAY, 2 PVC CONDUIT, SCHED 40 52 L-110-6 315 LF 4-WAY, 2 PVC CONDUIT, SCHED 40 53 L-110-7 700 LF 4-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED 54 L-110-8 1,150 LF 6-WAY, 2 PVC CONDUIT, SCHED 40 55 L-110-9 315 LF 6-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED P-11
56 L-110-10 Qty Description Written & Numeric 2 EA DUCT MARKER 57 L-115-1 3 EA ELECTRICAL PULLBOX (L-867D CONC ENCASED) 58 L-115-2 12 EA HANDHOLE (3 x3 x30 ) 59 L-125-1 110 EA L-861T(L) TAXIWAY EDGE LIGHT WITH L-867B BASE CAN 60 L-125-2 0 EA L-861T TAXIWAY EDGE LIGHT WITH L-867B BASE CAN P-12
61 L-125-3 Qty Description Written & Numeric 2 EA NEW L-850C INPAVEMENT RW EDGE LIGHT WITH L-868 B BASE CAN 62 L-125-4 8 EA NEW EDGE LIGHT IN EXISTING BASE CAN 63 L-125-5 0 EA L861T(L) TAXIWAY EDGE LIGHT STAKE MOUNT WITH PULL BOX 64 L-125-6 5 EA NEW SIGN ON NEW PAD 1 MOD 65 L-125-7 3 EA NEW SIGN ON NEW PAD 2 MOD P-13
66 L-125-8 Qty Description Written & Numeric 9 EA NEW SIGN ON NEW PAD 3 MOD 67 L-125-9 0 EA NEW SIGN ON NEW PAD 4 MOD 68 L-125-5 9 EA REPLACE SIGN PANEL 69 L-125-11 13 EA REPLACE ISOLATION XFMR LIGHT 70 L-125-12 1 EA REPLACE ISOLATION XFMR SIGN P-14
Qty Description Written & Numeric 71 L-125-13 2 EA INSTALL BLANK COVER ON EXISTING L-867B BASE CAN 72 L-125-14 100 EA FIXTURE LABELS 73-1 LS SW3P PREPARATION AND MAINTENANCE 74-1 LS MOBILIZATION P-15
ALT BID 1 Qty Description Written & Numeric UNIT A1 P-101-5.1. 4,473 SY SURFACE PREPARATION (ASPHALT PAVEMENT REMOVAL) Dollars $ A2 P-152-4.1 and cents 2,878 CY UNCLASSIFIED EXCAVATION Dollars and cents A3 P-152-4.3 100 CY MUCK EXCAVATION and cents _ A4 P-152-4.5 0 CY BORROW EXCAVATION A5 P-155-8.1 11,583 SY LIME TREATED SUBGRADE (12 COMPACTED THICKNESS) A6 P-155-8.2 359 TON LIME (6%) P-16
A7 P-156-5.1 Qty Description Written & Numeric 1,300 LF SEDIMENT CONTROL FENCE FOR EROSION CONTROL A8 P-156-5.2 60 LF EROSION CONTROL LOGS (12 WATTLES) FOR EROSION CONTROL A9 P-156-5.3 40 LF ROCK FILTER DAMS FOR EROSION CONTROL A10 P-156-5.4 0 EA STABILIZED CONSTRUCTION EXIT FOR EROSION CONTROL A11 P-304-8.1 11,583 SY CEMENT TREATED BASE MATERIAL (8 COMPACTED THICKNESS) P-17
Qty Description Written & Numeric A12 P-304-8.2 226 TON CEMENT (5%) A13 P-403-8.1 1,236 TON HMAC BOND BREAKER (2 COMPACTED THICKNESS) A14 P-501-8.1 10,879 SY PORTLAND CEMENT CONCRETE PAVEMENT (10 THICKNESS) A15 P-602-5.1 3,475 GAL BITUMINOUS PRIME COAT A16 P-620-5.1 4,290 SF RW/TW PAINT (YELLOW) A17 P-620-5.2 11,520 SF RW/TW PAINT (BLACK) P-18
Qty Description Written & Numeric A18 p-620-5.3 227 SF RW/TW PAINT (RED) A18A P-620-5.4 63 SF RW/TW PAINT (WHITE) A19 D-701-5.1 0 LF 24 RCP STORM SEWER PIPE, CLASS III A20 D-701-5.2 0 LF 24 RCP STORM SEWER PIPE, CLASS III (BENEATH PAVEMENT) A21 D-701-5.3 0 LF 30 RCP STORM SEWER PIPE, CLASS III A22 D-701-5.4 0 LF 30 RCP STORM SEWER PIPE, CLASS III (BENEATH PAVEMENT) P-19
A23 D-751-5.1 Qty Description Written & Numeric 1 EA DRAINAGE INLET, GRATE TYPE, (2 X3 ) A24 T-901-5.1 2.5 AC BROADCAST SEEDING A25 T-901-5.2 0.7 AC HYDROMULCH SEEDING A26 T-904-5.1 3,581 SY SODDING A27 T-905-5.1 1,612 CY TOPSOIL (3 LOOSE) (OBTAINED ON-SITE OR REMOVED FROM STOCKPILE) A28 SS-001 0 STA TEMPORARY ACCESS/HAUL ROAD (INCLUDING STAGING AREA) P-20
Qty Description Written & Numeric A29 SS-002 1 LS BARRICADES AND TRAFFIC CONTROL A30 SS-003 64 LF DEMO EXISTING RC PIPE A31 SS-003 1 EA DEMO EXISTING INLET A32 L-105-1 39 EA REMOVE AND SALVAGE OF STAKE MOUNT EDGE LIGHT A33 L-105-2 22 EA REMOVE AND SALVAGE OF BASE MOUNT EDGE LIGHT A34 L-105-3 15,600 LF REMOVE CABLES IN CONDUIT P-21
A35 L-105-4 Qty Description Written & Numeric 4 EA REMOVE L-867D PULLBOX A36 L-105-5 1 EA REMOVE HANDHOLE (3 x3 x3 OR LARGER) A37 L-105-6 8 EA REMOVE EDGE LIGHT, BASE CAN TO REMAIN A38 L-105-7 3,300 LF REMOVE CONDUIT A39 L-105-8 1 EA REMOVE SIGN A40 L-108-1 28,000 LF NO. 8 AWG, L-824C, INSTALLED IN CONDUIT P-22
A41 L-108-2 Qty Description Written & Numeric 10,500 LF NO. 6 AWG BARE COUNTERPOISE WIRE, INSTALLED IN TRENCH A42 L-108-3 4,500 LF NO. 6 AWG BARE COUNTERPOISE WIRE, INSTALLED IN CONDUIT TRENCH A43 L-108-4 30 LF CABLE SPLICE A44 L-108-5 1,000 LF TEMPORARY CABLING A45 L-108-6 1 LS CIRCUIT LABELING P-23
A46 L-109-1 Qty Description Written & Numeric 1 LS ELECTRICAL VAULT W/ LIGHTING CONTROL UPGRADES A47 L-110-1 14,000 LF 1-WAY, 2 PVC CONDUIT, SCHED 40 A48 L-110-2 450 LF 1-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED A49 L-110-3 35 LF 2-WAY, 2 PVC CONDUIT, SCHED 40 A50 L-110-4 200 LF 2-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED A51 L-110-5 100 LF 3-WAY, 2 PVC CONDUIT, SCHED 40 P-24
A52 L-110-6 Qty Description Written & Numeric 315 LF 4-WAY, 2 PVC CONDUIT, SCHED 40 A53 L-110-7 1,000 LF 4-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED A54 L-110-8 1,150 LF 6-WAY, 2 PVC CONDUIT, SCHED 40 A55 L-110-9 315 LF 6-WAY, 2 PVC CONDUIT, SCHED 40, ENCASED A56 L-110-10 4 EA DUCT MARKER P-25
A57 L-115-1 Qty Description Written & Numeric 3 EA ELECTRICAL PULLBOX (L-867D CONC ENCASED) A58 L-115-2 18 EA HANDHOLE (3 x3 x30 ) A59 L-125-1 140 EA L-861T(L) TAXIWAY EDGE LIGHT WITH L-867B BASE CAN A60 L-125-2 12 EA L-861T TAXIWAY EDGE LIGHT WITH L-867B BASE CAN A61 L-125-3 2 EA NEW L-850C INPAVEMENT RW EDGE LIGHT WITH L-868 B BASE CAN P-26
A62 L-125-4 Qty Description Written & Numeric 8 EA NEW EDGE LIGHT IN EXISTING BASE CAN A63 L-125-5 20 EA L861T(L) TAXIWAY EDGE LIGHT STAKE MOUNT WITH PULL BOX A64 L-125-6 4 EA NEW SIGN ON NEW PAD 1 MOD A65 L-125-7 3 EA NEW SIGN ON NEW PAD 2 MOD A66 L-125-8 12 EA NEW SIGN ON NEW PAD 3 MOD P-27
A67 L-125-9 Qty Description Written & Numeric 2 EA NEW SIGN ON NEW PAD 4 MOD A68 L-125-5 15 EA REPLACE SIGN PANEL A69 L-125-11 24 EA REPLACE ISOLATION XFMR LIGHT A70 L-125-12 4 EA REPLACE ISOLATION XFMR SIGN A71 L-125-13 2 EA INSTALL BLANK COVER ON EXISTING L-867B BASE CAN P-28
A72 L-125-14 Qty Description Written & Numeric 189 EA FIXTURE LABELS Base Bid $ Alternate Bid $ 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 270 calendar days thereafter. Bidder further agrees to pay as liquidated damages the sum of $650.00 for each calendar day to complete the work beyond the allotted time or as extended by an approved Change Order or Supplemental Agreement. P-29
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 Addendum: The undersigned Bidder certifies that he has acknowledged the addendum(s) to the contract as indicated below. Addendum dated Addendum dated Addendum dated P-30
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-31
Bidder Responsiveness Checklist: The following are required in order for the bid to be responsive. Bids without the following will be deemed non-responsive. To be included with or on Bid Form All blanks in the bid form filled in Addenda acknowledged (if any) Bid Form signed, original in ink DBE compliance forms Bid form qualifications acknowledged and signed or prequalification letter enclosed (will be used to establish bidder responsibility) 2% Bid Bond If submitting a hand written bid form, all unit prices written in words and numbers TxDOT may consider a bid non-responsive or disqualify a bidder after the reading of bids per General Provision 20-07 and General provision 20-13. P-36