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
This is a Bid Price Sheet (Exhibit G) for the Daytona Beach International Airport Taxiway P3 and P4 Improvements project in Florida. The project addresses geometric deficiencies in taxiway connectors that do not meet FAA Advisory Circular 150/5300-13B standards and involves replacement of lighting and signage systems that are approximately 20 years old. The scope of work encompasses pavement demolition and replacement, excavation, asphalt surfacing, pavement markings, drainage construction, electrical work, and lighting installation. Work items include full-depth pavement demolition (1,375 to 16,720 square yards depending on method), asphalt surface and leveling courses (totaling 4,840 tons), pavement marking installation (25,200 to 28,500 square feet), electrical cable installation (27,500 linear feet of various cable types), PVC duct installation (8,350 linear feet), and placement of lighting fixtures including runway edge lights, taxiway edge lights, and LED signs. The bid form contains 58 line items organized by work category, from mobilization and quality control through final lighting installation.
The bid price sheet is formatted with columns for pay item index, description, unit of measure, quantity, unit price, and extension total, with all pricing fields currently blank and showing $0 values. Bidders are required to complete unit prices and calculate extensions for each line item, with mobilization limited to a maximum of 10 percent of the construction subtotal. The sheet indicates that pricing should account for a broad range of specialized airport construction materials and labor, including FAA-rated electrical equipment, aircraft-rated lighting components, and compliance with airport safety and operational standards during construction.
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Text version
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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