Air Center Apron - Bid Schedule (Excel).XLSX
XLSX spreadsheet 38 KB Posted
- Attached to
- Air Center Apron Expansion
- Solicitation number
- RFB-7-0-2025/CE
- Issued by
- Charlotte County, Florida
About this file
This document is a comprehensive Bid Schedule spreadsheet for the Punta Gorda Airport (PGD) Air Center Apron Expansion project in Florida, consisting of four detailed bid schedules (A, B, C, and D). The project involves expanding the General Aviation Center ramp on the airport's north side, encompassing asphalt aircraft parking ramp expansion, signage updates, new Taxilane G3 construction, and associated site work. The bid schedules include multiple line items covering activities such as pavement milling, excavation, subgrade stabilization, asphalt surface and bottom courses, drainage pipe installation, electrical infrastructure work, sodding, and various demolition and removal tasks.
Each bid schedule contains nearly identical sections with specific quantities that vary slightly, including items like Contractor Quality Control Program, Temporary Erosion Control, Mobilization, Construction Safety, and Surveying. Significant quantities include subgrade stabilization ranging from 14,340 to 37,590 square yards, asphalt surface and bottom courses between 1,700 and 4,420 tons, and electrical infrastructure work involving cable installation, conduit placement, and light fixture implementations. The project's specification references MBI Project Number 205146 and is dated August 2025, with detailed instructions for bidders including requirements for unit pricing, quantity preservation, and correction protocols.
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Bid Schedule A
| PGD AIR CENTER EXPANSION - BID SCHEDULE A | |||
| Item No. | Spec. No. | Item | |
| Description | Item Unit | Quantity | Unit Price |
| (Words) | Unit Price | ||
| (Numbers) | Extended Total |
(Numbers)
| 1 | C-100-1 | Contractor Quality Control Program (CQCP) | LS | 1 | |
| 2 | C-102-1 | Temporary Erosion Control | LS | 1 | |
| 3 | C-105-1 | Mobilization | LS | 1 | |
| 4 | C-106-1 | Construction Safety, Phasing, and Security | LS | 1 | |
| 5 | C-107-1 | Construction Surveying (Stakeout and As-Built) | LS | 1 | |
| 6 | P-101-1 | Asphalt Pavement Milling, Mill-Tie, 2-Inch Depth | SY | 135 | |
| 7 | P-101-2 | Asphalt Pavement Milling, Mill-Tie, 4-Inch Depth | SY | 135 | |
| 8 | P-101-3 | Mitered End Section Demolition | EA | 1 | |
| 9 | P-101-4 | Asphalt Pavement Removal, Full-Depth | SY | 115 | |
| 10 | P-101-5 | Reinforced Concrete Pipe Demolition, 24-Inch | LF | 230 | |
| 11 | P-151-1 | Topsoil Stripping | AC | 3.80 | |
| 12 | P-152-1 | Excavation and Embankment | LS | 1 | |
| 13 | P-152-2 | Unsuitable Excavation | CY | 500 | |
| 14 | P-160-1 | Subgrade Stabilization | SY | 14,340 | |
| 15 | P-211-1 | Limerock Base Course, 4-Inch Thickness | SY | 14,250 | |
| 16 | P-401-1 | Asphalt Surface Course, PG 76-22, Virgin, 2-Inch Depth | TON | 1,700 | |
| 17 | P-401-2 | Asphalt Bottom Course, PG 67-22, 30% RAP, 2-Inch Depth | TON | 1,670 | |
| 18 | P-602-1 | Emulsified Asphalt Prime Coat | GAL | 2,130 | |
| 19 | P-603-1 | Emulsified Asphalt Tack Coat | GAL | 1,010 | |
| 20 | P-620-1 | Permanent Pavement Marking w/ Glass Beads | SF | 10 | |
| 21 | P-620-2 | Initial Pavement Marking w/out Glass Beads | SF | 30 | |
| 22 | P-631-1 | Fuel Resistant Asphalt Seal Coat for Airfield Pavement | SY | 4,990 | |
| 23 | D-701-2 | Reinforced Concrete Drainage Pipe, 24-Inch, Class III | LF | 160 | |
| 24 | D-701-3 | Reinforced Concrete Drainage Pipe, 36-Inch, Class III | LF | 300 | |
| 25 | D-751-1 | Drainage Inlet Rim Adjustment, Aircraft Rated | EA | 2 | |
| 26 | D-751-2 | Drainage Manhole Rim Adjustment, Aircraft Rated | EA | 1 | |
| 27 | D-751-3 | Drainage Inlet, FDOT, Type C | EA | 1 | |
| 28 | T-904-1 | Sodding, Argentine Bahia | SY | 4,190 | |
| 29 | L-108-5.1 | No. 8 AWG , 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | LF | 1,800 | |
| 30 | L-108-5.2 | No. 2 AWG, Solid, Bare Copper Counterpoise Wire, Installed above the Duct Bank or Conduit, Including Connections/Terminations | LF | 900 | |
| 31 | L-110-5.1 | Sand Encased Electrical Conduit, 2" Schedule 40 PVC | LF | 600 | |
| 32 | L-110-5.2 | Horizontal Directional Drill Electrical Conduit, 2W-2" | LF | 150 | |
| 33 | L-115-5.1 | Electrical Junction Structure L-867E Class 1A | EA | 2 | |
| 34 | L-125-5.1 | L-861T (L) Taxiway Elevated Edge Light Fixture on New L-867B Light Base in Turf, With Transformer and Accessories, Installed Complete in Place | EA | 8 | |
| 35 | L-125-5.3 | Repanel Existing Sign | EA | 4 | |
| 36 | L-125-5.5 | L-858Y/L (L) Airport Taxiway/Runway Sign (3 Module, Size 2, Style 2 or 3) on New Foundation with Transformer and Accessories | EA | 4 | |
| 37 | L-125-5.6 | Modifications to Existing ALCMS | LS | 1 | |
| 38 | L-128-4.2 | Removal of Conduit Including Associated Cable | LF | 1,300 | |
| 39 | L-128-4.3 | Removal of Cable in Existing Conduit | LF | 4,500 | |
| 40 | L-128-4.4 | Removal of Existing Airfield Guidance Sign Including Base Can and Foundation | EA | 4 | |
| 41 | L-128-4.5 | Remove Existing Junction Can | EA | 1 | |
| TOTAL BID IN NUMBERS | |||||
| TOTAL BID IN WORDS |
Name of Respondent (Person), Signature & Date
Title and Company
| 1. Contractor to only fill in blue cells |
| 2. All dollar values entered shall be carried out to two decimal places. |
| 3. No changes shall be made to the item quantities. |
| 4. Any corrections to entries shall be made in ink and initialed by bidder. |
| 5. Any costs required to complete the project as shown in the contract documents shall be included in the total bid price. |
| 6. Unit prices govern over all other values in the event of a conflict or mathematical error. |
&22PUNTA GORDA AIRPORT
AIR CENTER APRON EXPANSION &22MBI PN: 205146
AUGUST 2025
&22BID SCHEDULE A &22B-2.&P
Bid Schedule B
| PGD AIR CENTER EXPANSION - BID SCHEDULE B | |||
| Item No. | Spec. No. | Item | |
| Description | Item Unit | Quantity | Unit Price |
| (Words) | Unit Price | ||
| (Numbers) | Extended Total |
| 1 | C-100-1 | Contractor Quality Control Program (CQCP) | LS | 1 | |
| 2 | C-102-1 | Temporary Erosion Control | LS | 1 | |
| 3 | C-105-1 | Mobilization | LS | 1 | |
| 4 | C-106-1 | Construction Safety, Phasing, and Security | LS | 1 | |
| 5 | C-107-1 | Construction Surveying (Stakeout and As-Built) | LS | 1 | |
| 6 | P-101-1 | Asphalt Pavement Milling, Mill-Tie, 2-Inch Depth | SY | 205 | |
| 7 | P-101-2 | Asphalt Pavement Milling, Mill-Tie, 4-Inch Depth | SY | 205 | |
| 8 | P-101-3 | Mitered End Section Demolition | EA | 1 | |
| 9 | P-101-4 | Asphalt Pavement Removal, Full-Depth | SY | 115 | |
| 10 | P-101-5 | Reinforced Concrete Pipe Demolition, 24-Inch | LF | 230 | |
| 11 | P-151-1 | Topsoil Stripping | AC | 6.10 | |
| 12 | P-152-1 | Excavation and Embankment | LS | 1 | |
| 13 | P-152-2 | Unsuitable Excavation | CY | 1,200 | |
| 14 | P-160-1 | Subgrade Stabilization | SY | 23,820 | |
| 15 | P-211-1 | Limerock Base Course, 4-Inch Thickness | SY | 23,660 | |
| 16 | P-401-1 | Asphalt Surface Course, PG 76-22, Virgin, 2-Inch Depth | TON | 2,820 | |
| 17 | P-401-2 | Asphalt Bottom Course, PG 67-22, 30% RAP, 2-Inch Depth | TON | 2,770 | |
| 18 | P-602-1 | Emulsified Asphalt Prime Coat | GAL | 3,530 | |
| 19 | P-603-1 | Emulsified Asphalt Tack Coat | GAL | 1,680 | |
| 20 | P-610-1 | Aircraft Tie Downs | EA | 42 | |
| 21 | P-620-1 | Permanent Pavement Marking w/ Glass Beads | SF | 10 | |
| 22 | P-620-2 | Initial Pavement Marking w/out Glass Beads | SF | 30 | |
| 23 | P-631-1 | Fuel Resistant Asphalt Seal Coat for Airfield Pavement | SY | 7,760 | |
| 24 | D-701-2 | Reinforced Concrete Drainage Pipe, 24-Inch, Class III | LF | 530 | |
| 25 | D-701-3 | Reinforced Concrete Drainage Pipe, 36-Inch, Class III | LF | 300 | |
| 26 | D-705-1 | Side Drain Extension and Incidental Earthwork | LF | 70 | |
| 27 | D-751-1 | Drainage Inlet Rim Adjustment, Aircraft Rated | EA | 2 | |
| 28 | D-751-2 | Drainage Manhole Rim Adjustment, Aircraft Rated | EA | 1 | |
| 29 | D-751-3 | Drainage Inlet, FDOT, Type C | EA | 1 | |
| 30 | D-751-4 | Existing Drainage Structure Weir Adjustment | EA | 3 | |
| 31 | D-751-5 | Aircraft Rated Catch Basin | EA | 3 | |
| 32 | T-904-1 | Sodding, Argentine Bahia | SY | 7,060 | |
| 33 | L-108-5.1 | No. 8 AWG , 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | LF | 2,300 | |
| 34 | L-108-5.2 | No. 2 AWG, Solid, Bare Copper Counterpoise Wire, Installed above the Duct Bank or Conduit, Including Connections/Terminations | LF | 1,150 | |
| 35 | L-110-5.1 | Sand Encased Electrical Conduit, 2" Schedule 40 PVC | LF | 900 | |
| 36 | L-110-5.2 | Horizontal Directional Drill Electrical Conduit, 2W-2" | LF | 150 | |
| 37 | L-110-5.3 | FAA Crash Phone 2” Split Duct | LF | 500 | |
| 38 | L-115-5.1 | Electrical Junction Structure L-867E Class 1A | EA | 2 | |
| 39 | L-125-5.1 | L-861T (L) Taxiway Elevated Edge Light Fixture on New L-867B Light Base in Turf, With Transformer and Accessories, Installed Complete in Place | EA | 13 | |
| 40 | L-125-5.2 | L-853 Taxiway Elevated Edge Reflector on Concrete Pad in Turf | EA | 5 | |
| 41 | L-125-5.3 | Repanel Existing Sign | EA | 4 | |
| 42 | L-125-5.5 | L-858Y/L (L) Airport Taxiway/Runway Sign (3 Module, Size 2, Style 2 or 3) on New Foundation with Transformer and Accessories | EA | 4 | |
| 43 | L-125-5.6 | Modifications to Existing ALCMS | LS | 1 | |
| 44 | L-128-4.1 | Removal of Existing Edge Lights, Base Cans, and Associated Electrical Items | EA | 31 | |
| 45 | L-128-4.2 | Removal of Conduit Including Associated Cable | LF | 1,700 | |
| 46 | L-128-4.3 | Removal of Cable in Existing Conduit | LF | 250 | |
| 47 | L-128-4.4 | Removal of Existing Airfield Guidance Sign Including Base Can and Foundation | EA | 4 | |
| 48 | L-128-4.5 | Remove Existing Junction Can | EA | 2 | |
| TOTAL BID IN NUMBERS | |||||
| TOTAL BID IN WORDS |
Name of Respondent (Person), Signature & Date
Title and Company
| 1. Contractor to only fill in blue cells |
| 2. All dollar values entered shall be carried out to two decimal places. |
| 3. No changes shall be made to the item quantities. |
| 4. Any corrections to entries shall be made in ink and initialed by bidder. |
| 5. Any costs required to complete the project as shown in the contract documents shall be included in the total bid price. |
| 6. Unit prices govern over all other values in the event of a conflict or mathematical error. |
AIR CENTER APRON EXPANSION &22MBI PN: 205146
&22BID SCHEDULE B &22B-2.&P
Bid Schedule C
| PGD AIR CENTER EXPANSION - BID SCHEDULE C | |||
| Item No. | Spec. No. | Item | |
| Description | Item Unit | Quantity | Unit Price |
| (Words) | Unit Price | ||
| (Numbers) | Extended Total |
| 1 | C-100-1 | Contractor Quality Control Program (CQCP) | LS | 1 | |
| 2 | C-102-1 | Temporary Erosion Control | LS | 1 | |
| 3 | C-105-1 | Mobilization | LS | 1 | |
| 4 | C-106-1 | Construction Safety, Phasing, and Security | LS | 1 | |
| 5 | C-107-1 | Construction Surveying (Stakeout and As-Built) | LS | 1 | |
| 6 | P-101-1 | Asphalt Pavement Milling, Mill-Tie, 2-Inch Depth | SY | 230 | |
| 7 | P-101-2 | Asphalt Pavement Milling, Mill-Tie, 4-Inch Depth | SY | 230 | |
| 8 | P-101-3 | Mitered End Section Demolition | EA | 1 | |
| 9 | P-101-4 | Asphalt Pavement Removal, Full-Depth | SY | 115 | |
| 10 | P-101-5 | Reinforced Concrete Pipe Demolition, 24-Inch | LF | 230 | |
| 11 | P-151-1 | Topsoil Stripping | AC | 8.80 | |
| 12 | P-152-1 | Excavation and Embankment | LS | 1 | |
| 13 | P-152-2 | Unsuitable Excavation | CY | 1,500 | |
| 14 | P-160-1 | Subgrade Stabilization | SY | 35,610 | |
| 15 | P-211-1 | Limerock Base Course, 4-Inch Thickness | SY | 35,380 | |
| 16 | P-401-1 | Asphalt Surface Course, PG 76-22, Virgin, 2-Inch Depth | TON | 4,210 | |
| 17 | P-401-2 | Asphalt Bottom Course, PG 67-22, 30% RAP, 2-Inch Depth | TON | 4,160 | |
| 18 | P-602-1 | Emulsified Asphalt Prime Coat | GAL | 5,270 | |
| 19 | P-603-1 | Emulsified Asphalt Tack Coat | GAL | 2,500 | |
| 20 | P-610-1 | Aircraft Tie Downs | EA | 42 | |
| 21 | P-620-1 | Permanent Pavement Marking w/ Glass Beads | SF | 10 | |
| 22 | P-620-2 | Initial Pavement Marking w/out Glass Beads | SF | 30 | |
| 23 | P-631-1 | Fuel Resistant Asphalt Seal Coat for Airfield Pavement | SY | 12,090 | |
| 24 | D-701-2 | Reinforced Concrete Drainage Pipe, 24-Inch, Class III | LF | 760 | |
| 25 | D-701-3 | Reinforced Concrete Drainage Pipe, 36-Inch, Class III | LF | 300 | |
| 26 | D-705-1 | Side Drain Extension and Incidental Earthwork | LF | 70 | |
| 27 | D-751-1 | Drainage Inlet Rim Adjustment, Aircraft Rated | EA | 2 | |
| 28 | D-751-2 | Drainage Manhole Rim Adjustment, Aircraft Rated | EA | 1 | |
| 29 | D-751-3 | Drainage Inlet, FDOT, Type C | EA | 1 | |
| 30 | D-751-4 | Existing Drainage Structure Weir Adjustment | EA | 3 | |
| 31 | D-751-5 | Aircraft Rated Catch Basin | EA | 4 | |
| 32 | T-904-1 | Sodding, Argentine Bahia | SY | 8,200 | |
| 33 | L-108-5.1 | No. 8 AWG , 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | LF | 1,800 | |
| 34 | L-108-5.2 | No. 2 AWG, Solid, Bare Copper Counterpoise Wire, Installed above the Duct Bank or Conduit, Including Connections/Terminations | LF | 1,000 | |
| 35 | L-110-5.1 | Sand Encased Electrical Conduit, 2" Schedule 40 PVC | LF | 700 | |
| 36 | L-110-5.2 | Horizontal Directional Drill Electrical Conduit, 2W-2" | LF | 150 | |
| 37 | L-110-5.3 | FAA Crash Phone 2” Split Duct | LF | 500 | |
| 38 | L-115-5.1 | Electrical Junction Structure L-867E Class 1A | EA | 2 | |
| 39 | L-125-5.1 | L-861T (L) Taxiway Elevated Edge Light Fixture on New L-867B Light Base in Turf, With Transformer and Accessories, Installed Complete in Place | EA | 11 | |
| 40 | L-125-5.2 | L-853 Taxiway Elevated Edge Reflector on Concrete Pad in Turf | EA | 4 | |
| 41 | L-125-5.3 | Repanel Existing Sign | EA | 4 | |
| 42 | L-125-5.5 | L-858Y/L (L) Airport Taxiway/Runway Sign (3 Module, Size 2, Style 2 or 3) on New Foundation with Transformer and Accessories | EA | 4 | |
| 43 | L-125-5.6 | Modifications to Existing ALCMS | LS | 1 | |
| 44 | L-128-4.1 | Removal of Existing Edge Lights, Base Cans, and Associated Electrical Items | EA | 33 | |
| 45 | L-128-4.2 | Removal of Conduit Including Associated Cable | LF | 1,900 | |
| 46 | L-128-4.3 | Removal of Cable in Existing Conduit | LF | 150 | |
| 47 | L-128-4.4 | Removal of Existing Airfield Guidance Sign Including Base Can and Foundation | EA | 4 | |
| 48 | L-128-4.5 | Remove Existing Junction Can | EA | 2 | |
| TOTAL BID IN NUMBERS | |||||
| TOTAL BID IN WORDS |
Name of Respondent (Person), Signature & Date
Title and Company
| 1. Contractor to only fill in blue cells |
| 2. All dollar values entered shall be carried out to two decimal places. |
| 3. No changes shall be made to the item quantities. |
| 4. Any corrections to entries shall be made in ink and initialed by bidder. |
| 5. Any costs required to complete the project as shown in the contract documents shall be included in the total bid price. |
| 6. Unit prices govern over all other values in the event of a conflict or mathematical error. |
AIR CENTER APRON EXPANSION &22MBI PN: 205146
&22BID SCHEDULE C &22B-2.&P
Bid Schedule D
| PGD AIR CENTER EXPANSION - BID SCHEDULE D | |||
| Item No. | Spec. No. | Item | |
| Description | Item Unit | Quantity | Unit Price |
| (Words) | Unit Price | ||
| (Numbers) | Extended Total |
| 1 | C-100-1 | Contractor Quality Control Program (CQCP) | LS | 1 | |
| 2 | C-102-1 | Temporary Erosion Control | LS | 1 | |
| 3 | C-105-1 | Mobilization | LS | 1 | |
| 4 | C-106-1 | Construction Safety, Phasing, and Security | LS | 1 | |
| 5 | C-107-1 | Construction Surveying (Stakeout and As-Built) | LS | 1 | |
| 6 | P-101-1 | Asphalt Pavement Milling, Mill-Tie, 2-Inch Depth | SY | 300 | |
| 7 | P-101-2 | Asphalt Pavement Milling, Mill-Tie, 4-Inch Depth | SY | 300 | |
| 8 | P-101-3 | Mitered End Section Demolition | EA | 2 | |
| 9 | P-101-4 | Asphalt Pavement Removal, Full-Depth | SY | 115 | |
| 10 | P-101-5 | Reinforced Concrete Pipe Demolition, 24-Inch | LF | 230 | |
| 11 | P-151-1 | Topsoil Stripping | AC | 9.75 | |
| 12 | P-152-1 | Excavation and Embankment | LS | 1 | |
| 13 | P-152-2 | Unsuitable Excavation | CY | 1,775 | |
| 14 | P-160-1 | Subgrade Stabilization | SY | 37,590 | |
| 15 | P-211-1 | Limerock Base Course, 4-Inch Thickness | SY | 37,250 | |
| 16 | P-401-1 | Asphalt Surface Course, PG 76-22, Virgin, 2-Inch Depth | TON | 4,420 | |
| 17 | P-401-2 | Asphalt Bottom Course, PG 67-22, 30% RAP, 2-Inch Depth | TON | 4,360 | |
| 18 | P-602-1 | Emulsified Asphalt Prime Coat | GAL | 5,540 | |
| 19 | P-603-1 | Emulsified Asphalt Tack Coat | GAL | 2,630 | |
| 20 | P-610-1 | Aircraft Tie Downs | EA | 42 | |
| 21 | P-620-1 | Permanent Pavement Marking w/ Glass Beads | SF | 190 | |
| 22 | P-620-2 | Initial Pavement Marking w/out Glass Beads | SF | 595 | |
| 23 | P-631-1 | Fuel Resistant Asphalt Seal Coat for Airfield Pavement | SY | 12,090 | |
| 24 | D-701-1 | Reinforced Concrete Drainage Pipe, 18-Inch, Class III | LF | 72 | |
| 25 | D-701-2 | Reinforced Concrete Drainage Pipe, 24-Inch, Class III | LF | 760 | |
| 26 | D-701-3 | Reinforced Concrete Drainage Pipe, 36-Inch, Class III | LF | 300 | |
| 27 | D-701-4 | Elliptical Reinforced Concrete Drainage Pipe, 14-Inch x 23-Inch, Class IV | LF | 220 | |
| 28 | D-705-1 | Side Drain Extension and Incidental Earthwork | LF | 70 | |
| 29 | D-751-1 | Drainage Inlet Rim Adjustment, Aircraft Rated | EA | 2 | |
| 30 | D-751-2 | Drainage Manhole Rim Adjustment, Aircraft Rated | EA | 1 | |
| 31 | D-751-3 | Drainage Inlet, FDOT, Type C | EA | 1 | |
| 32 | D-751-4 | Existing Drainage Structure Weir Adjustment | EA | 3 | |
| 33 | D-751-5 | Aircraft Rated Catch Basin | EA | 4 | |
| 34 | D-751-6 | Aircraft Rated Manhole | EA | 1 | |
| 35 | D-752-1 | FDOT Mitered End Section, 18-Inch | EA | 2 | |
| 36 | T-904-1 | Sodding, Argentine Bahia | SY | 11,000 | |
| 37 | L-108-5.1 | No. 8 AWG , 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | LF | 4,600 | |
| 38 | L-108-5.2 | No. 2 AWG, Solid, Bare Copper Counterpoise Wire, Installed above the Duct Bank or Conduit, Including Connections/Terminations | LF | 2,100 | |
| 39 | L-110-5.1 | Sand Encased Electrical Conduit, 2" Schedule 40 PVC | LF | 1,800 | |
| 40 | L-110-5.2 | Horizontal Directional Drill Electrical Conduit, 2W-2" | LF | 150 | |
| 41 | L-110-5.3 | FAA Crash Phone 2” Split Duct | LF | 500 | |
| 42 | L-115-5.1 | Electrical Junction Structure L-867E Class 1A | EA | 4 | |
| 43 | L-125-5.1 | L-861T (L) Taxiway Elevated Edge Light Fixture on New L-867B Light Base in Turf, With Transformer and Accessories, Installed Complete in Place | EA | 34 | |
| 44 | L-125-5.3 | Repanel Existing Sign | EA | 4 | |
| 45 | L-125-5.4 | L-858Y/L (L) Airport Taxiway/Runway Sign (2 Module, Size 2, Style 2 or 3) on New Foundation with Transformer and Accessories | EA | 1 | |
| 46 | L-125-5.5 | L-858Y/L (L) Airport Taxiway/Runway Sign (3 Module, Size 2, Style 2 or 3) on New Foundation with Transformer and Accessories | EA | 5 | |
| 47 | L-125-5.6 | Modifications to Existing ALCMS | LS | 1 | |
| 48 | L-128-4.1 | Removal of Existing Edge Lights, Base Cans, and Associated Electrical Items | EA | 38 | |
| 49 | L-128-4.2 | Removal of Conduit Including Associated Cable | LF | 2,600 | |
| 50 | L-128-4.3 | Removal of Cable in Existing Conduit | LF | 800 | |
| 51 | L-128-4.4 | Removal of Existing Airfield Guidance Sign Including Base Can and Foundation | EA | 4 | |
| 52 | L-128-4.5 | Remove Existing Junction Can | EA | 2 | |
| TOTAL BID IN NUMBERS | |||||
| TOTAL BID IN WORDS |
Name of Respondent (Person), Signature & Date
Title and Company
| 1. Contractor to only fill in blue cells |
| 2. All dollar values entered shall be carried out to two decimal places. |
| 3. No changes shall be made to the item quantities. |
| 4. Any corrections to entries shall be made in ink and initialed by bidder. |
| 5. Any costs required to complete the project as shown in the contract documents shall be included in the total bid price. |
| 6. Unit prices govern over all other values in the event of a conflict or mathematical error. |
AIR CENTER APRON EXPANSION &22MBI PN: 205146
&22BID SCHEDULE D &22B-2.&P
File details come from the government source that posted it. Updated .