Exhibit_G_-_Bid_Price_Sheet_26-B-77IF.xlsx
XLSX spreadsheet 40 KB Posted
- Solicitation number
- 26-B-77IF
- Issued by
- Volusia County, Florida
About this file
Exhibit G - Bid Price Sheet Summary
This is a Bid Price Sheet (Exhibit G) for the County of Volusia, Florida's Invitation for Bid (ITB No. 26-B-77IF, Contract No. C2077) for construction services at Daytona Beach International Airport. The project involves improvements to Taxiway P3 and P4, encompassing 58 line items organized into five primary work categories: pavement demolition and reconstruction, excavation and grading, drainage infrastructure, sodding, and electrical systems. Pavement demolition quantities range from 1,375 to 16,720 square yards depending on method, with asphalt surface and leveling courses totaling 4,840 tons. Electrical work includes 27,500 linear feet of cable installation, 8,350 linear feet of PVC duct installation in various configurations, 280 copper clad steel ground rods, and FAA-rated lighting fixtures and signage elements. The mandatory pre-bid conference is scheduled for April 2, 2026 at 1:30 PM at the airport, with electronic bid submission required by 3:00 PM on April 24, 2026. Substantial completion is required within 216 days after Notice to Proceed, with final completion within 246 days and liquidated damages of $2,000 per calendar day assessed for delays.
The bid price sheet contains blank unit price and extension columns, indicating this is a blank form template for bidders to complete. The estimated construction cost is $4,851,000.00, with mobilization limited to 10 percent of the construction subtotal. Funding is provided through FAA Airport Improvement Program (AIP) and FEMA-funded construction, requiring compliance with Davis-Bacon prevailing wage requirements, Buy American preferences, and Disadvantaged Business Enterprise (DBE) participation requirements under 49 CFR Part 26. Bidders must submit a Bid Bond equal to five percent of the total bid amount and, upon award, provide a Payment and Performance Bond equal to 100 percent of the contract price. Comprehensive insurance requirements include Workers Compensation with waiver of subrogation, Commercial General Liability ($1,000,000 per occurrence/$5,000,000 aggregate), Auto Liability ($1,000,000 combined single limits), Contractors Pollution Liability ($1,000,000), and an Installation Floater with the County and FDOT named as additional insureds. Payment will be processed within 20 business days from invoice receipt with five percent retainage withheld pursuant to Florida Statute 255.078 and released upon final project acceptance.
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Sheet1
| EXHIBIT G - BID PRICE SHEET |
| 26-B-77IF, C2077, DAYTONA BEACH INTERNATIONAL AIRPORT |
| TAXIWAY P3 AND P4 IMPROVEMENTS |
BIDDER:
| INDEX | PAY ITEM | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENSION |
| 1 | C-105-1 | MOBILIZATION (LIMITED TO 10% OF CONSTRUCTION SUBTOTAL) | LS | 1 | $ - 0 | $ - 0 |
| 2 | C-100-1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | $ - 0 |
| 3 | C-102-1 | TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION CONTROL | LS | 1 | $ - 0 | $ - 0 |
| 4 | C-102-2 | DEWATERING | LS | 1 | $ - 0 | $ - 0 |
| 5 | C-104-1 | CONSTRUCTION SURVEY | LS | 1 | $ - 0 | $ - 0 |
| 6 | C-106-1 | SAFETY, SECURITY, AND MAINTENANCE OF AIRPORT OPERATIONS | LS | 1 | $ - 0 | $ - 0 |
| 7 | P-101-1 | FULL DEPTH PAVEMENT DEMOLITION | SY | 1,375 | $ - 0 | $ - 0 |
| 8 | P-101-2 | FULL DEPTH PAVEMENT DEMOLITION, OPEN CUT | SY | 195 | $ - 0 | $ - 0 |
| 9 | P-101-3 | PAVEMENT DEMOLITION (0.5" - 2.5" VARIABLE MILLING) | SY | 6,215 | $ - 0 | $ - 0 |
| 10 | P-101-4 | PAVEMENT DEMOLITION (0.5" MILLING) | SY | 16,720 | $ - 0 | $ - 0 |
| 11 | P-101-5 | JOINT AND CRACK REPAIR | LF | 8,000 | $ - 0 | $ - 0 |
| 12 | P-101-6 | REMOVE EXISTING INLET STRUCTURE | EA | 2 | $ - 0 | $ - 0 |
| 13 | P-101-7 | REMOVE EXISTING 19"X30" ERCP | LF | 64 | $ - 0 | $ - 0 |
| 14 | P-152-1 | UNCLASSIFIED EXCAVATION | CY | 840 | $ - 0 | $ - 0 |
| 15 | P-152-2 | OFFSITE BORROW EXCAVATION | CY | 4,300 | $ - 0 | $ - 0 |
| 16 | P-152-3 | STRIPPING AND STOCKPILING (6" DEPTH) | SY | 28,600 | $ - 0 | $ - 0 |
| 17 | P-154-1 | 6" STABILIZED SHOULDER | SY | 10,200 | $ - 0 | $ - 0 |
| 18 | P-211-1 | LIMEROCK BASECOURSE, 12" DEPTH | SY | 3,050 | $ - 0 | $ - 0 |
| 19 | P-341-1 | GLASPAVE 25 GEOSYNTHETIC HYBRID PAVING MAT | SF | 7,650 | $ - 0 | $ - 0 |
| 20 | P-401-1 | ASPHALT SURFACE COURSE | TON | 3,560 | $ - 0 | $ - 0 |
| 21 | P-401-2 | ASPHALT LEVELING COURSE | TON | 1,280 | $ - 0 | $ - 0 |
| 22 | P-620-1 | PAVEMENT MARKING, PERMANENT, TYPE III BEADS | SF | 9,000 | $ - 0 | $ - 0 |
| 23 | P-620-2 | PAVEMENT MARKING, PERMANENT, NO BEADS | SF | 8,200 | $ - 0 | $ - 0 |
| 24 | P-620-3 | PAVEMENT MARKING, TEMPORARY, NO BEADS | SF | 9,000 | $ - 0 | $ - 0 |
| 25 | P-620-4 | SURFACE PREPARATION | SF | 28,500 | $ - 0 | $ - 0 |
| 26 | P-620-5 | SURFACE PAINTED HOLD POSITION SIGN | EA | 4 | $ - 0 | $ - 0 |
| 27 | P-620-6 | PAVEMENT MARKING REMOVAL | SF | 4,000 | $ - 0 | $ - 0 |
| 28 | FP-100-1 | SURVEY, BORROW MATERIAL, RE-GRADING AND SOD AT 5,000 FT RUNWAY DISTANCE REMAINING SIGN | LS | 1 | $ - 0 | $ - 0 |
| 29 | D-701-1 | CONSTRUCT 19"X30" ERCP, CLASS V | LF | 428 | $ - 0 | $ - 0 |
| 30 | D-701-2 | CONSTRUCT 19"X30" MITERED END SECTION | EA | 1 | $ - 0 | $ - 0 |
| 31 | D-751-1 | FDOT TYPE D INLET | EA | 2 | $ - 0 | $ - 0 |
| 32 | T-904-1 | SODDING | SY | 27,600 | $ - 0 | $ - 0 |
TAXIWAY P3 AND P4 IMPROVEMENTS
BID FORM
(CONTINUED)
BIDDER:
| INDEX | PAY ITEM | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENSION |
| 33 | SP-104-1 | TEMPORARY POWER & TEMPORARY AIRFIELD LIGHTING/SIGNAGE/ NAVIGATIONAL FACILITIES | LS | 1 | $ - 0 | $ - 0 |
| 34 | SP-105-1 | ELECTRICAL DEMOLITION | LS | 1 | $ - 0 | $ - 0 |
| 35 | L-108-1 | 1/C L-824-TYPE C - UNSHIELDED #8 AWG 5KV STRANDED COPPER CABLE, INSTALLED IN DUCT OR CONDUIT - BLACK INSULATED | LF | 18,000 | $ - 0 | $ - 0 |
| 36 | L-108-2 | 1/C L-824-TYPE C - UNSHIELDED #8 AWG 5KV STRANDED COPPER CABLE, INSTALLED IN DUCT OR CONDUIT - RED INSULATED | LF | 1,500 | $ - 0 | $ - 0 |
| 37 | L-108-3 | 1/C #2 AWG SOLID COPPER COUNTERPOISE CABLE, INSTALLED OVER DUCT OR CONDUIT | LF | 8,500 | $ - 0 | $ - 0 |
| 38 | L-108-4 | 0.75" DIAMETER BY 10.00' LONG COPPER CLAD STEEL SECTIONAL GROUND ROD | EA | 280 | $ - 0 | $ - 0 |
| 39 | L-108-5 | FIELD LIGHTNING ARRESTOR | EA | 8 | $ - 0 | $ - 0 |
| 40 | L-110-1 | 1 WAY 2" SCHEDULE 40 PVC DIRECT EARTH BURIED DUCT | LF | 5,000 | $ - 0 | $ - 0 |
| 41 | L-110-2 | 2 WAY 2" SCHEDULE 40 PVC DIRECT EARTH BURIED DUCT | LF | 1,100 | $ - 0 | $ - 0 |
| 42 | L-110-3 | 2 WAY 4" SCHEDULE 40 PVC DIRECT EARTH BURIED DUCT | LF | 350 | $ - 0 | $ - 0 |
| 43 | L-110-4 | 1 WAY 2" SCHEDULE 40 PVC CONCRETE ENCASED DUCT | LF | 500 | $ - 0 | $ - 0 |
| 44 | L-110-5 | 4 WAY 2" SCHEDULE 40 PVC CONCRETE ENCASED DUCT | LF | 400 | $ - 0 | $ - 0 |
| 45 | L-110-6 | 1 WAY 4" SPLIT DUCT | LF | 1,000 | $ - 0 | $ - 0 |
| 46 | L-115-1 | FAA AIRCRAFT RATED DOGHOUSE ELECTRICAL MANHOLE TYPE A-1 | EA | 4 | $ - 0 | $ - 0 |
| 47 | L-115-2 | JUNCTION CAN PLAZA - TWO L-867D CANS | EA | 2 | $ - 0 | $ - 0 |
| 48 | L-115-3 | JUNCTION CAN PLAZA - FOUR L-867D CANS | EA | 4 | $ - 0 | $ - 0 |
| 49 | L-125-1 | L-804(L) ELEVATED RUNWAY GUARD LIGHT YELLOW (T) | EA | 4 | $ - 0 | $ - 0 |
| 50 | L-125-2 | L-850C(L) RUNWAY EDGE LIGHT - CLEAR/CLEAR (RE) | EA | 1 | $ - 0 | $ - 0 |
| 51 | L-125-3 | L-850C(L) RUNWAY EDGE LIGHT - CLEAR/CLEAR (A) | EA | 2 | $ - 0 | $ - 0 |
| 52 | L-125-4 | L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 3 - 2 MODULE | EA | 6 | $ - 0 | $ - 0 |
| 53 | L-125-5 | L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 3 - 3 MODULE | EA | 7 | $ - 0 | $ - 0 |
| 54 | L-125-6 | L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 3 - 4 MODULE | EA | 2 | $ - 0 | $ - 0 |
| 55 | L-125-7 | L-858B(L) RELOCATE RUNWAY DISTANCE REMAINING SIGN | EA | 1 | $ - 0 | $ - 0 |
| 56 | L-125-8 | L-861T(L) OMNIDIRECTIONAL, BLUE, LED, TAXIWAY EDGE LIGHT (A) | EA | 4 | $ - 0 | $ - 0 |
| 57 | L-125-9 | L-861T(L) OMNIDIRECTIONAL, BLUE, LED, TAXIWAY EDGE LIGHT (T) | EA | 75 | $ - 0 | $ - 0 |
| 58 | L-125-10 | L-861T(L) OMNIDIRECTIONAL, BLUE, LED, TAXIWAY EDGE LIGHT (NE) | EA | 18 | $ - 0 | $ - 0 |
| TOTAL BID PRICE | $ - 0 |
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