CVG_Concourse_A_BP_2_IFB_Bid_Schedule.xlsx
XLSX spreadsheet 705 KB Posted
- Attached to
- Concourse A Apron Reconstruction - Bid Package 2 State and local contract opportunity
- Solicitation number
- 25-075-ITB
- Issued by
- Kenton County, Kentucky
About this file
This is a bid schedule document for the Concourse A Apron Reconstruction - Bid Package 2 project at Cincinnati/Northern Kentucky International Airport (CVG), administered by the Kenton County Airport Board (KCAB). The project involves comprehensive demolition, removal, and reconstruction of apron pavement surrounding Concourse A, including installation of new drainage systems, taxiway edge lighting, electrical infrastructure, and site improvements. The work spans four construction seasons from 2026 to 2029 and encompasses approximately 54,700 to 58,700 square yards of pavement removal and reconstruction depending on the bid package. The document contains four distinct bid schedules (SOQ-2026 through SOQ-2029) with varying scopes, each containing approximately 40 to 55 line items covering concrete pavement removal and replacement, asphalt surfacing, drainage systems, electrical conduit and lighting, and construction management activities. A mandatory pre-bid meeting is scheduled for Thursday, January 8, 2026, at 10:00 am at CVG Centre in Erlanger, Kentucky. Written questions are due by 11:59 pm on January 20, 2026 (with an alternate deadline of February 9, 2026), and answers will be posted by January 22, 2026 (or February 12, 2026). Bid submissions are due by Thursday, February 5, 2026, at 2:00 pm (or February 19, 2026), to be submitted electronically through the owner's online bidding system.
The project requires submission of a Proposal Bond of at least 5% of the total bid amount and Payment and Performance Bonds for 100% of the contract value from a surety company authorized to do business in Kentucky. The Contractor Quality Control Program requires a full-time Program Administrator with a minimum five years of quality control pavement construction experience and appropriate professional credentials. The project is federally funded through the Airport Improvement Program (AIP) and subject to federal requirements including Buy American Preference provisions, Davis-Bacon prevailing wage standards, and civil rights regulations. Disadvantaged Business Enterprise (DBE) participation is required under 49 CFR Part 26, with contractors expected to demonstrate good faith efforts to include DBE subcontractors. Liquidated damages are assessed at $2,500 per day for each phase for failure to meet schedule deadlines. While specific total budget amounts are not explicitly stated in the bid schedule, the comprehensive nature of the four bid packages with multiple line items for pavement removal, base course installation, concrete pavement, electrical systems, and site restoration suggests a significant investment potentially exceeding $24 million based on referenced project documentation.
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Summary
| MCGHEE TYSON AIRPORT | |
| AIRFIELD MODERNIZATION PROGRAM | |
| RUNWAY 5L-23R RECONSTRUCTION, PHASE I | |
| FINAL CONSTRUCTION ESTIMATE FOR BID | |
| AIP Base Bid Schedule 1: | $18,640,029.42 |
ANG RW Base Bid, Schedule 2: $1,952,297.00
ANG TW Additive Bid 1, Schedule 3: $1,537,595.75 * $3,489,892.75
AIP Additive Bid 2; Schedule 1: $1,140,961.41
AIP Additive Bid 3; Schedule 1: $1,054,320.84
GRAND TOTAL: $24,325,204.42
| *Includes $400K for Gas Line Relocation to be performed by |
| Spectra Energy |
AIP
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||||
| AIP BASE BID, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Quantity Fluff | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | |||||||||||
| 1 | 01000 | Mobilization/Demobilization | LS | 1 | $1,380,742.92 | $1,380,742.92 | 56,439 | SF | 1,350,536 | SF | RW Pavement | 2,411,127 | SF | 732453 | SF | 130474 | SF | RW White | 27770 | G1 Shldr | ||||||||
| 2 | 01510 | Engineer's Temporary Field Office | MONTH | 18 | $2,500.00 | $45,000.00 | 70,630 | SF | 18,000 | SF | Runway Edge | 18,000 | SF | 58200 | SF | Yellow | 38240 | G2 Shldr | ||||||||||
| 3 | 01530 | Maintenance of Traffic Items (Contractor Furnished RW Closure Markers and Low Profile Barricades, Demarcation Barrier, Temporary Chain Link Fence and AOA Signs, Road Closure and Construction Warning Signs, Etc.) | LS | 1 | $450,000.00 | $450,000.00 | 69,889 | SF | 1,037,591 | SF | TW Pavement | 5,000 | SF | 79046 | SF | Black | 40465 | G4 Shldr | $450,000.00 | |||||||||
| 4 | S-140 | Concrete Pavement Section Demolition | SY | 118,500 | $8.00 | $948,000.00 | 32,566 | SF | 5,000 | SF | Taxiway Edges | 26 | EA | Hold Signs | 16904 | G6 Shldr | 3.00% | Confirm Cleo didn't double count in relation to item #5 | $948,000.00 | |||||||||
| 5 | S-140 | Rubbleize Concrete Pavement In Place | SY | 10,850 | $6.75 | $73,237.50 | 0.00% | |||||||||||||||||||||
| 6 | S-140 | Bituminous Shoulder and Overrun Pavement Section Removal | SY | 43,800 | $4.00 | $175,200.00 | 124,338 | SF | 42937 | G7 Shldr | 3.00% | $175,200.00 | ||||||||||||||||
| 7 | S-140 | Bituminous Service Road Pavement Section Removal | SY | 3,100 | $4.00 | $12,400.00 | 4.40% | Includes 1,371SY that Cleo assigned to TNANG - Road from Blast Pad to Localizer Shelter… | $12,400.00 | |||||||||||||||||||
| 8 | S-140 | Drainage Structure Removal | EA | 12 | $1,500.00 | $18,000.00 | 61,943 | SF | 33869 | G8 Shldr | 0.00% | $18,000.00 | ||||||||||||||||
| 9 | S-140 | Drainge Pipe Removal (All Sizes) | LF | 3,100 | $3.50 | $10,850.00 | 55,094 | SF | 53751 | B1 Shldr | 1.60% | Did not include 976' of "Underdrain Outlets" as described in Cleo's takeoff | $10,850.00 | |||||||||||||||
| 10 | S-140 | Concrete Ditch Demolition | SY | 1,750 | $4.00 | $7,000.00 | 1.60% | $7,000.00 | ||||||||||||||||||||
| 11 | S-140 | Non-AOA Security Fence Removal | LF | 2,700 | $4.00 | $10,800.00 | 1.80% | |||||||||||||||||||||
| 12 | S-140 | Judson Drive Property Demolition | LS | 1 | $350,000.00 | $350,000.00 | 0.00% | $350,000.00 | ||||||||||||||||||||
| 13 | S-140 | Remove Haz Mat Storage Unit and Demolish Concrete Pad | LS | 1 | $10,000.00 | $10,000.00 | 0.00% | |||||||||||||||||||||
| 14 | S-140 | Miscellaneous (Non-Electrical) Site Demolition | LS | 1 | $10,000.00 | $10,000.00 | 0.00% | |||||||||||||||||||||
| 15 | S-180 | Milling Bituminous Pavement | SY | 1,150 | $5.00 | $5,750.00 | 4.60% | |||||||||||||||||||||
| 16 | S-190 | Pavement Marking Removal | SF | 13,100 | $5.00 | $65,500.00 | 4.50% | Previous Total was 30,645, need to recheck | ||||||||||||||||||||
| 17 | S-190 | Rubber Removal (Undistributed) | SF | 10,000 | $2.00 | $20,000.00 | 0.00% | Wild Guess, if we even want to have an item here… | $20,000.00 | |||||||||||||||||||
| 18 | P-152 | Unclassified Excavation | CY | 335,888 | $5.00 | $1,679,440.00 | 46,108 | SF | 28118 | B2 Shldr | 4.00% | ` | $1,679,440.00 | |||||||||||||||
| 19 | P-152 | Borrow Excavation | CY | 83,734 | $8.00 | $669,872.00 | 4.00% | 30000 CY of borrow taken away from surplus recycled concrete | $669,872.00 | |||||||||||||||||||
| 20 | P-153 | Controlled Low-Srtrength Material (CLSM) (Undistributed) | CY | 100 | $100.00 | $10,000.00 | 0.00% | Only a place holder | ||||||||||||||||||||
| 21 | P-155 | 12" Lime Treated Subgrade | SY | 68,707 | $3.00 | $206,121.00 | 98,345 | SF | 56471 | B3 Shldr | 4.00% | $206,121.00 | ||||||||||||||||
| 22 | P-155 | 6" Lime Treated Subgrade | SY | 32,344 | $2.50 | $80,860.00 | 4.00% | |||||||||||||||||||||
| 23 | P-155 | Lime | Ton | 2,357 | $150.00 | $353,550.00 | 4.00% | |||||||||||||||||||||
| 24 | P-156 | Temporary Mulching (T-908) | AC | 75 | $2,000.00 | $150,000.00 | 0.00% | |||||||||||||||||||||
| 25 | P-156 | Temporary Sediment Basin | LS | 1 | $20,000.00 | $20,000.00 | 0.00% | |||||||||||||||||||||
| 26 | P-156 | Temporary Silt Fence | LF | 12,000 | $3.00 | $36,000.00 | 0.00% | |||||||||||||||||||||
| 27 | P-156 | Temporary Inlet Protection | EA | 30 | $700.00 | $21,000.00 | 0.00% | $6,819,323.42 | $5,438,580.50 | |||||||||||||||||||
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||||
| AIP BASE BID, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||||
| 28 | P-156 | Temporary Tubes and Wattles | LF | 1,000 | $10.00 | $10,000.00 | 0.00% | |||||||||||||||||||||
| 29 | P-156 | Riprap (Undistributed) | Ton | 200 | $50.00 | $10,000.00 | 0.00% | |||||||||||||||||||||
| 30 | P-156 | Temporary Erosion Control Matting | SY | 23,140 | $2.00 | $46,280.00 | 4.00% | |||||||||||||||||||||
| 31 | P-156 | Temporary Sediment Control Forebay, East Detention Basin | LS | 1 | $20,000.00 | $20,000.00 | 0.00% | |||||||||||||||||||||
| 32 | P-156 | EPSC Inspection Reports | Ea | 230 | $150.00 | $34,500.00 | 0.00% | |||||||||||||||||||||
| 33 | P-209 | Crushed Aggregate Base Course | CY | 11,960 | $40.00 | $478,400.00 | 29170 | B4 Shldr | 4.00% | $478,400.00 | ||||||||||||||||||
| 34 | P-219 | Recycled Concrete Aggregate Base Course | CY | 12,090 | $20.00 | $241,800.00 | 0.00% | Make sure to account for 90 CY from CHA Total | ||||||||||||||||||||
| 35 | P-300 | 6" Stabilized Base Course - Cement Treated Base (P-304) OR Lean Concrete Base (P-306) OR Hot-Mix Bituminous Base (P-403) | SY | 68,010 | $25.00 | $1,700,250.00 | 46,074 | SF | 175494 | B & B5 Shldr | 4.00% | $1,700,250.00 | ||||||||||||||||
| 36 | P-401 | Bituminous Surface Course (Express Jet Taxiway) | Ton | 575 | $95.00 | $54,625.00 | 4.00% | |||||||||||||||||||||
| 37 | P-401 | Bituminous Base Course (Express Jet Taxiway) | Ton | 692 | $95.00 | $65,740.00 | 4.00% | |||||||||||||||||||||
| 38 | P-403 | Bituminous Surface Course for Runway/Taxiway Shoulders, Runway Blast Pad, Roads/Drives, and Temporary Pavements | TON | 8,106 | $95.00 | $770,070.00 | 376,165 | SF | 29133 | B6 Shldr | 4.00% | Make sure to account for 46 Tons from CHA Total | $770,070.00 | |||||||||||||||
| 39 | P-403 | Bituminous Base Course for Roads, Drives and Temporary Pavements | TON | 290 | $95.00 | $27,550.00 | 4.00% | Make sure to account for 77 Tons from CHA Total | ||||||||||||||||||||
| 40 | P-501 | 16" Portland Cement Concrete Pavement | SY | 65,433 | $63.00 | $4,122,279.00 | 46,146 | SF | 55949 | B7 Shldr | 4.00% | $4,122,279.00 | ||||||||||||||||
| 41 | P-602 | Bituminous Prime Coat | GAL | 6,400 | $2.00 | $12,800.00 | 72,796 | SF | 5157 | Misc Shldr | 0.00% | I used .18/SY, ATL used .5 Gal/SY which didn't seem right to me | $12,800.00 | |||||||||||||||
| 42 | P-603 | Bituminous Tack Coat | GAL | 300 | $2.00 | $600.00 | 0.00% | $600.00 | $600.00 | |||||||||||||||||||
| 43 | P-604 | Compression Joint Seals for Concrete Pavements | LF | 50,000 | $3.00 | $150,000.00 | ||||||||||||||||||||||
| 44 | P-605 | Hot Applied Joint Sealant | LF | 12,000 | $2.00 | $24,000.00 | ||||||||||||||||||||||
| 45 | P-620 | Pavement Markings, Retro-reflective, White | SF | 28,700 | $1.50 | $43,050.00 | 1,350,536 | SF | RW | 80000 | Blast Pads | 4.00% | $43,050.00 | |||||||||||||||
| 46 | P-620 | Pavement Markings, Retro-reflective, Yellow | SF | 26,034 | $1.00 | $26,034.00 | 4.00% | $26,034.00 | ||||||||||||||||||||
| 47 | P-620 | Pavement Markings, Black Border | SF | 34,065 | $1.00 | $34,065.00 | 2,507,069 | SF | 2,411,127 | SF | 2,434,127 | SF | 732,453 | SF | 713428 | SF | 4.00% | $34,065.00 | ||||||||||
| 48 | P-620 | Surface Painted Signs | SF | 2,000 | $2.50 | $5,000.00 | 4.00% | |||||||||||||||||||||
| 49 | P-620 | Type III High Reflective Media (Beads) | Lbs | 3,650 | $6.00 | $21,900.00 | 4.00% | |||||||||||||||||||||
| 50 | P-621 | Pavement Saw Cut Grooving | SY | 25,200 | $3.00 | $75,600.00 | 0.00% | $75,600.00 | ||||||||||||||||||||
| 51 | D-701 | 18" Class III Reinforced Concrete Pipe | LF | 1,281 | $50.00 | $64,050.00 | 0.00% | $64,050.00 | ||||||||||||||||||||
| 52 | D-701 | 24" Class III Reinforced Concrete Pipe | LF | 2,060 | $60.00 | $123,600.00 | 0.00% | $123,600.00 | ||||||||||||||||||||
| 53 | D-701 | 30" Class III Reinforced Concrete Pipe | LF | 600 | $90.00 | $54,000.00 | 0.00% | $54,000.00 | ||||||||||||||||||||
| 54 | D-701 | 36" Class III Reinforced Concrete Pipe | LF | 380 | $150.00 | $57,000.00 | 0.00% | $8,273,193.00 | $57,000.00 | |||||||||||||||||||
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||||
| AIP BASE BID, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||||
| 55 | D-701 | 18" Class IV Reinforced Concrete Pipe | LF | 600 | $65.00 | $39,000.00 | 0.00% | |||||||||||||||||||||
| 56 | D-701 | 24" Class IV Reinforced Concrete Pipe | LF | 230 | $75.00 | $17,250.00 | 0.00% | |||||||||||||||||||||
| 57 | D-701 | 36" Class IV Reinforced Concrete Pipe | LF | 465 | $180.00 | $83,700.00 | 0.00% | |||||||||||||||||||||
| 58 | D-701 | Repair 60" RCP Sinkhole, North TW G | LS | 1 | $20,000.00 | $20,000.00 | 0.00% | |||||||||||||||||||||
| 59 | D-705 | 6" Perforated Underdrain | LF | 9,730 | $22.00 | $214,060.00 | 4.00% | All perforated quantity here, I don't see need to separate longitudinal from diagonal | ||||||||||||||||||||
| 60 | D-705 | 6" Non-Perforated Underdrain | LF | 5,123 | $24.00 | $122,952.00 | 4.00% | |||||||||||||||||||||
| 61 | D-705 | Pavement Edge Underdrain Cleanouts | EA | 87 | $800.00 | $69,600.00 | 0.00% | $69,600.00 | ||||||||||||||||||||
| 62 | D-751 | Type 12 Catch Basin | EA | 16 | $3,500.00 | $56,000.00 | 0.00% | These inlets are Type 12 Catch Basins | $56,000.00 | |||||||||||||||||||
| 63 | D-751 | Storm Drain Manhole | EA | 2 | $5,000.00 | $10,000.00 | 0.00% | $10,000.00 | ||||||||||||||||||||
| 64 | D-751 | Raise Drainage Structure | EA | 2 | $4,000.00 | $8,000.00 | ||||||||||||||||||||||
| 65 | D-751 | Reconstruct East Aviation Stormwater Basin Outlet Control Structure and Junction Box | LS | 1 | $40,000.00 | $40,000.00 | 0.00% | |||||||||||||||||||||
| 66 | F-162 | New 8' Chain Link Fence with Vegetation Barrier (AOA and Non-AOA) | LF | 2,000 | $30.00 | $60,000.00 | 0.00% | |||||||||||||||||||||
| 67 | F-162 | New 8'x20' 2-Leaf Swing Gate with 3 Strands Barbed Wire | EA | 1 | $1,800.00 | $1,800.00 | 0.00% | |||||||||||||||||||||
| 68 | F-162 | New 8'x24' 2-Leaf Chain Link Swing Gate w/ 3 Strands Barbed Wire | EA | 1 | $2,000.00 | $2,000.00 | 0.00% | |||||||||||||||||||||
| 69 | M-100 | Furnish and Install New Hazmat Storage Unit | LS | 1 | $90,000.00 | $90,000.00 | 0.00% | |||||||||||||||||||||
| 70 | T-901 | Grassing | AC | 100 | $3,000.00 | $300,000.00 | 0.00% | |||||||||||||||||||||
| 71 | T-904 | Sodding Pavement Edges & Drainage Ditches | SY | 21,930 | $5.00 | $109,650.00 | 4.00% | Need to add sodding for swales and at inlets | ||||||||||||||||||||
| 72 | T-905 | Topsoiling | CY | 57,203 | $7.00 | $400,421.00 | 4.00% | |||||||||||||||||||||
| 73 | L108A | Counterpoise Trench in Earth | L.F. | 370 | $1.50 | $555.00 | $20.00 | $11,100.00 | $204K Elect Mobilization | |||||||||||||||||||
| 74 | L108B | Cable, 1/C #8 5kV, L-824C Installed in Conduit or Duct | L.F. | 30,166 | $1.50 | $45,249.00 | ||||||||||||||||||||||
| 75 | L108C | Cable, 1/C #6 5kV, L-824C Installed in Conduit or Duct | L.F. | 3,550 | $1.70 | $6,035.00 | $33.00 | $199,155.00 | ||||||||||||||||||||
| 76 | L108D | Counterpoise, #6 Bare Solid Including Ground Rods and Connections | L.F. | 31,696 | $1.75 | $55,468.00 | ||||||||||||||||||||||
| 77 | L108F | RPU Sensor Wiring | L.F. | 800 | $2.75 | $2,200.00 | $70.00 | $154,000.00 | ||||||||||||||||||||
| 78 | L109A | New 4.0 Kw L-828 Constant Current Regulator to Serve Runway 23R Temporary PAPI, Installed Complete | EACH | 1 | $12,000.00 | $8,000.00 | ||||||||||||||||||||||
| 79 | L109B | ALCMS - Modify Graphics, Calibrate Constant Current Regulators | L.S. | 1 | $15,000.00 | $15,000.00 | ||||||||||||||||||||||
| 80 | L110A | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Direct Earth Burial, Earth Backfill | L.F. | 25,192 | $5.50 | $138,556.00 | $5.25 | $727,419.00 | $1,915,496.00 | |||||||||||||||||||
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||||
| AIP BASE BID, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||||
| 81 | L110B | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Concrete Encased | L.F. | 6,826 | $20.00 | $136,520.00 | $5,800.00 | $791,816,000.00 | ||||||||||||||||||||
| 82 | L110C | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Installed in Existing Bituminous Shoulder Pavement, Concrete Backfill | L.F. | 62 | $33.00 | $2,046.00 | ||||||||||||||||||||||
| 83 | L110D | 4-Way, 4" Duct Bank, Concrete Encased with #6 Bare Solid Copper Counterpoise Run Above | L.F. | 1,065 | $65.00 | $69,225.00 | ||||||||||||||||||||||
| 84 | L110E | 4-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Run Above | L.F. | 1,279 | $70.00 | $89,530.00 | $875.00 | $78,338,750.00 | ||||||||||||||||||||
| 85 | L110F | Undistributed Quantity - 4-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Run Above | L.F. | 400 | $70.00 | $28,000.00 | ||||||||||||||||||||||
| 86 | L110G | 2-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Run Above | L.F. | 208 | $62.00 | $12,896.00 | ||||||||||||||||||||||
| 87 | L110H | Undistributed Quantity - 2-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Coppper Counterpoise (Guard Wire) Run Above | L.F. | 200 | $62.00 | $12,400.00 | ||||||||||||||||||||||
| 88 | L110I | 2-Way, 4" Duct with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Installed Using Directional Bore Methods | L.F. | 540 | $72.00 | $38,880.00 | ||||||||||||||||||||||
| 89 | L110J | Undistributed Quantity - 2-Way, 4" Duct with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Installed Using Directional Bore Methods | L.F. | 1 | $72.00 | $72.00 | ||||||||||||||||||||||
| 90 | L110L | 2" Schedule-40 PVC, Non-Encased for Light Base Drain System, Installed Complete, Including Connections | L.F. | 5,412 | $5.25 | $28,413.00 | ||||||||||||||||||||||
| 91 | L115A | Type "A" Handhole Installed in Turf Shoulder | EACH | 12 | $5,800.00 | $69,600.00 | ||||||||||||||||||||||
| 92 | L115C | Type "B" Handhole Installed in Turf Shoulder | EACH | 14 | $5,800.00 | $81,200.00 | ||||||||||||||||||||||
| 93 | L115D | Undistributed Quantity - Type "B" Handhole Installed in Turf Shoulder | EACH | 6 | $5,800.00 | $34,800.00 | ||||||||||||||||||||||
| 94 | L115E | Type "B" 12" x 24" L-867B Light Base with 3/8" Thick Galvanized Steel Blank Cover Plate Used as Handhole Installed in Earth, Complete | EACH | 12 | $695.00 | $8,340.00 | ||||||||||||||||||||||
| 95 | L115F | Type "D" 16" x 24" L-867D Light Base with 3/8" Thick Galvanized Steel Blank Cover Plate Used as Handhole Installed in Earth, Complete | EACH | 17 | $875.00 | $14,875.00 | $1,200.00 | $17,850,000.00 | ||||||||||||||||||||
| 96 | L115G | Type "E" 24" x 24" L-867E Light Base with 1/2"" Thick Galvanized Steel Blank Cover Plate Used as Handhole Installed in Earth, Complete | EACH | 2 | $975.00 | $1,950.00 | ||||||||||||||||||||||
| 97 | L125A | L-861T(L) LED Medium Intensity Taxiway Light, Adjustable L-867B Base, in New Bituminous Paved Shoulder | EACH | 147 | $950.00 | $139,650.00 | ||||||||||||||||||||||
| 98 | L125B | L-861T(L) LED Medium Intensity Taxiway Light, L-867B Base, in Existing Bituminous Paved Shoulder, Intercept Existing Conduit | EACH | 11 | $1,100.00 | $12,100.00 | ||||||||||||||||||||||
| 99 | L125C | L-861T(L) LED Medium Intensity Taxiway Light, L-867B Base, in Existing Bituminous Paved Shoulder, New Conduit in Existing Pavement | EACH | 12 | $1,100.00 | $13,200.00 | $49,000.00 | $646,800,000.00 | ||||||||||||||||||||
| 100 | L125D | Relocated Quartz L-861T Medium Intensity Taxiway Light, New L-867B Base, in Earth Shoulder | EACH | 4 | $475.00 | $1,900.00 | ||||||||||||||||||||||
| 101 | L125E | Relocated In-Pavement L-852 Hover Lane Light Mounted on New L868C Light Base in New PCC Pavement, New Isolation Transformer | EACH | 2 | $1,300.00 | $2,600.00 | ||||||||||||||||||||||
| 102 | L125F | L-861T(L) LED Medium Intensity Taxiway Light, on Existing L-867B Base, in Existing Bituminous Paved Shoulder, New Isolation Transformer | EACH | 50 | $625.00 | $31,250.00 | $2,800.00 | $87,500,000.00 | ||||||||||||||||||||
| 103 | L125G | L-852T(L) LED In-Pavement Medium Intensity Taxiway on Existing L-868 Base, in Existing Mill and Overlay Bituminous Paved Shoulder, New Isolation Transformer | EACH | 6 | $950.00 | $5,700.00 | ||||||||||||||||||||||
| 104 | L125H | L-867B Adjustable Light Base with Blank Cover Plate, Installed in New Bituminous Shoulder Pavement for Future Elevated High Intensity Runway Edge Light | EACH | 20 | $800.00 | $16,000.00 | $5,300.00 | $84,800,000.00 | ||||||||||||||||||||
| 105 | L125I | L-867B Adjustable Light Base with Blank Cover Plate, Installed in New Bituminous Shoulder Pavement for Future Elevated Runway Guard Light | EACH | 4 | $800.00 | $3,200.00 | ||||||||||||||||||||||
| 106 | L125J | Relocated L-862E, Quartz Lamp, High Intensity Runway Threshold Light, New L-867B Base, in Earth Shoulder | EACH | 8 | $625.00 | $5,000.00 | $5,000.00 | $25,000,000.00 | ||||||||||||||||||||
| 107 | L125K | Light Base for Future LED L-850A(L) In-Pavement High Instensity Runway Centerline Light | EACH | 36 | $1,200.00 | $43,200.00 | $900.00 | $38,880,000.00 | $902,547.00 | |||||||||||||||||||
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||||
| AIP BASE BID, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||||
| 108 | L125L | Light Base for Future LED L-850B(L) In-Pavement High Instensity Runway Touchdown Zone Light | EACH | 102 | $1,200.00 | $122,400.00 | ||||||||||||||||||||||
| 109 | L125M | Light Base for Future LED L-850C(L) In-Pavement High Intensity Runway Edge Light | EACH | 2 | $1,200.00 | $2,400.00 | ||||||||||||||||||||||
| 110 | L125N | Remove Existing L-8861T Taxiway Light, Install 3/8" Thick Galvanized Steel Blank Cover Plate on Existing Light Base in Paved Shoulder | EACH | 15 | $150.00 | $2,250.00 | $100.00 | $225,000.00 | ||||||||||||||||||||
| 111 | L125O | 3/4" Thick Galvanized Steel Blank Cover Plate Installed on Existing L-868 Light Base in PCC Runway or Taxiway Pavement | EACH | 125 | $150.00 | $18,750.00 | ||||||||||||||||||||||
| 112 | L125P | L-880(L) LED PAPI System for Runway 23R | EACH | 1 | $18,000.00 | $18,000.00 | $400.00 | $7,200,000.00 | ||||||||||||||||||||
| 113 | L125Q | L-849E(L) LED REIL System for Runway 23R | EACH | 1 | $14,000.00 | $14,000.00 | ||||||||||||||||||||||
| 114 | L125X | L-858(L) LED Sign, Size 3, 3-4 Characters, on New Concrete Pad, Installed Complete | EACH | 8 | $3,900.00 | $31,200.00 | ||||||||||||||||||||||
| 115 | L125Y | L-858(L) LED Sign,Size 3, 5-6 Characters, on New Concrete Pad, Installed Complete | EACH | 2 | $5,300.00 | $10,600.00 | ||||||||||||||||||||||
| 116 | L125Z | L-858(L) LED Sign, Size 3, 7-8 Characters, on New Concrete Pad, Installed Complete | EACH | 3 | $5,900.00 | $17,700.00 | $15,000.00 | $265,500,000.00 | ||||||||||||||||||||
| 117 | L125AA | L-858 Sign, Type C, Style 4, 72" Long Taxiway Ending Marking on New Concrete Pad, Installed Complete | EACH | 2 | $2,000.00 | $4,000.00 | ||||||||||||||||||||||
| 118 | L125BB | Runway Weather Information System (RWIS), Runway Pavement Sensors, Installed Complete | L.S. | 1 | $5,000.00 | $5,000.00 | ||||||||||||||||||||||
| 119 | L125CC | Replace L-8858, Size 3, Sign Panel | EACH | 3 | $900.00 | $2,700.00 | ||||||||||||||||||||||
| 120 | L125DD | Replace L-8858, Size 4, Sign Panel | EACH | 1 | $850.00 | $850.00 | ||||||||||||||||||||||
| 121 | L125EE | Relocate L-858 Size 4 Distance Remaining Sign and Reconnect Complete | EACH | 2 | $1,500.00 | $3,000.00 | ||||||||||||||||||||||
| 122 | L125FF | Relocate L-858 Size 4 Distance Remaining Sign Panels | L.S. | 1 | $400.00 | $400.00 | ||||||||||||||||||||||
| 123 | L125HH | Remove Elevated Base Mounted Medium Intensity or High Intensity Edge Light, Complete | EACH | 266 | $100.00 | $26,600.00 | ||||||||||||||||||||||
| 124 | L125II | Remove Light Base Used as Handhole, Complete | EACH | 56 | $100.00 | $5,600.00 | ||||||||||||||||||||||
| 125 | L125JJ | Remove L-850C High Intensity Runway Edge Light, Complete | EACH | 7 | $100.00 | $700.00 | ||||||||||||||||||||||
| 126 | L125KK | Remove L-850A Runway Centerline Light or L-850B Runway Touchdown Zone Light | EACH | 358 | $100.00 | $35,800.00 | ||||||||||||||||||||||
| 127 | L125LL | Remove Airfield Guidance Sign and Concrete Pad, Complete | EACH | 32 | $500.00 | $16,000.00 | ||||||||||||||||||||||
| 128 | L125MM | Remove Abandoned Airfield Sign Concrete Pad, Complete | EACH | 8 | $400.00 | $3,200.00 | ||||||||||||||||||||||
| 129 | L125OO | Remove Existing L-806, 8-Foot Wind Cone, Complete | EACH | 1 | $700.00 | $700.00 | ||||||||||||||||||||||
| 130 | L125PP | Remove Runway Weather Information System (RWIS) Pavement Sensor, Complete | L.S. | 1 | $250.00 | $250.00 | ||||||||||||||||||||||
| 131 | L125QQ | Relocate and/or Provide New Clear/Yellow Filters for Existing L-862 and L-850C Runway Edge Lights in Runway 23R Caution Zone | L.S. | 1 | $1,200.00 | $1,200.00 | ||||||||||||||||||||||
| 132 | L125RR | Airfield Lightning 6.6 Ampere Series Circuit Field Lightning Arrestor, Installed Complete | Each | 17 | $650.00 | $11,050.00 | ||||||||||||||||||||||
| 133 | L125SS | Temporary Lights, Cables and Connections | L.S. | 1 | $15,000.00 | $15,000.00 | $369,350.00 | |||||||||||||||||||||
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||||
| AIP BASE BID, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||||
| 134 | N-100A | Remove and Salvage Runway 23R FAA Glide Slope | LS | 1 | $20,000.00 | $20,000.00 | ||||||||||||||||||||||
| 135 | N-100B | Remove and Salvage Runway 23R FAA Touchdown RVR | LS | 1 | $5,000.00 | $5,000.00 | ||||||||||||||||||||||
| 136 | N-100C | Remove and Salvage Runway 23R FAA Inner Marker | LS | 1 | $5,000.00 | $5,000.00 | ||||||||||||||||||||||
| 137 | N-100D | Remove and Salvage Runway 23R FAA Far Field Monitor | LS | 1 | $5,000.00 | $5,000.00 | ||||||||||||||||||||||
| 138 | N-100E | Remove and Relocate Runway 5L FAA Localizer | LS | 1 | $170,000.00 | $170,000.00 | ||||||||||||||||||||||
| 139 | N-100F | Cable, 1/C #8, 5kV, In Duct | LF | 3,000 | $2.50 | $7,500.00 | ||||||||||||||||||||||
| 140 | N-100G | Cable, 1/C #8,Type USE, 600V, In Duct | LF | 3,400 | $1.75 | $5,950.00 | ||||||||||||||||||||||
| 141 | N-100H | Cable, 12 PR, #19, Shielded, Control, In Duct | LF | 1,000 | $5.00 | $5,000.00 | ||||||||||||||||||||||
| 142 | N-100I | Cable, 100 PR, #19, Sheilded, Contol, In Duct | LF | 2,750 | $15.00 | $41,250.00 | ||||||||||||||||||||||
| 143 | N-100J | FAA Duct Bank, Type A | LF | 980 | $9.00 | $8,820.00 | ||||||||||||||||||||||
| 144 | N-100K | FAA Duct Bank, Type B | LF | 1,000 | $7.00 | $7,000.00 | ||||||||||||||||||||||
| 145 | N-100L | FAA Duct Bank, Type C | LF | 1,100 | $6.00 | $6,600.00 | ||||||||||||||||||||||
| 146 | N-100M | Modify NWS ASOS Power Supply | LS | 1 | $5,000.00 | $5,000.00 | ||||||||||||||||||||||
| 147 | N-100N | FAA 2'x3' Traffic Rated Electrical Handhole | EA | 13 | $4,000.00 | $52,000.00 | ||||||||||||||||||||||
| 148 | N-100P | RT Cable Splice in Junction Box | EA | 2 | $8,000.00 | $16,000.00 | $360,120.00 | MOB CALC | ||||||||||||||||||||
| $17,259,286.50 |
Total Construction $18,640,029.42
ANG RW Schedule 2
| MCGHEE TYSON AIRPORT | |||||||||||
| RUNWAY 5L-23R RECONSTRUCTION -ANG RUNWAY 23R EXTENSION | |||||||||||
| ANG RUNWAY BASE BID, SCHEDULE 2 | Estimated Distribution of Work | ||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | Quantity Fluff | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | |
| 1 | 01530 | Maintenance of Traffic | LS | 1 | $2,500.00 | $2,500.00 | 0.00% | $2,500.00 | |||
| 2 | S-140A | Rubbleize Concrete Pavement In Place | SY | 8,584 | $6.75 | $57,942.00 | 3.00% | $57,942.00 | |||
| 3 | S-140C | Shoulder Pavement Section Removal | SY | 2,874 | $4.00 | $11,496.00 | 3.00% | $11,496.00 | |||
| 4 | P-152 | Borrow Excavation | CY | 68,640 | $8.00 | $549,120.00 | 4.00% | $549,120.00 | $549,120.00 | ||
| 5 | P-155 | 12" Lime Treated Subgrade | SY | 8,746 | $3.00 | $26,238.00 | 4.00% | $26,238.00 | |||
| 6 | P-155 | 6" Lime Treated Subgrade | SY | 2,548 | $2.50 | $6,370.00 | 4.00% | ||||
| 7 | P-155 | Lime | Ton | 278 | $150.00 | $41,700.00 | 4.00% | ||||
| 8 | P-209 | Crushed Aggregate Base Course Mainline and Shoulders | CY | 1,528 | $40.00 | $61,120.00 | 4.00% | $61,120.00 | |||
| 9 | P-219 | Recycled Concrete Aggregate Base Course | CY | 850 | $20.00 | $17,000.00 | 4.00% | ||||
| 10 | P-304 | 6" Cement Treated Base Course | SY | 9,183 | $20.00 | $183,660.00 | 4.00% | $183,660.00 | |||
| 11 | P-403 | Bituminous Surface Course for Shoulders | TON | 592 | $95.00 | $56,240.00 | 4.00% | $56,240.00 | |||
| 12 | P-501 | 16" Portland Cement Concrete Pavement | SY | 8,746 | $63.00 | $550,998.00 | 4.00% | $550,998.00 | |||
| 13 | P-602 | Bituminous Prime Coat | GAL | 500 | $2.00 | $1,000.00 | 0.00% | $1,000.00 | |||
| 14 | P-603 | Bituminous Tack Coat | GAL | 100 | $2.00 | $200.00 | 0.00% | $200.00 | |||
| 15 | P-605 | Hot Applied Joint Sealant | LF | 1,150 | $2.00 | $2,300.00 | |||||
| 16 | P-621 | Pavement Saw Cut Grooving | SY | 7,000 | $3.00 | $21,000.00 | 0.00% | $21,000.00 | |||
| 17 | D-705 | 6" Perforated Underdrain | LF | 1,040 | $22.00 | $22,880.00 | 4.00% | $22,880.00 | |||
| 18 | D-705 | 6" Non-Perforated Underdrain | LF | 765 | $24.00 | $18,360.00 | 4.00% | ||||
| 19 | D-705 | Underdrain Cleanouts | EA | 6 | $800.00 | $4,800.00 | 0.00% | ||||
| 20 | L108D | Counterpoise, #6 Bare Solid Including Ground Rods and Connections | L.F. | 1,638 | $1.75 | $2,866.50 | $2,866.50 | ||||
| 21 | L108E | Counterpoise, #4/0 Bare Stranded Including Ground Rods and Connections | L.F. | 1,950 | $5.00 | $9,750.00 | |||||
| 22 | L110A | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Direct Earth Burial | L.F. | 1,223 | $5.50 | $6,726.50 | $6,726.50 | ||||
| 23 | L110B | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Concrete Encased | L.F. | 426 | $20.00 | $8,520.00 | |||||
| 24 | L110E | 4-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Run Above | L.F. | 263 | $65.00 | $17,095.00 | $1,679,882.00 | $17,095.00 | |||
| MCGHEE TYSON AIRPORT | |||||||||||
| RUNWAY 5L-23R RECONSTRUCTION -ANG RUNWAY 23R EXTENSION | |||||||||||
| ANG RUNWAY BASE BID, SCHEDULE 2 | Estimated Distribution of Work | ||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||
| 25 | L110K | FAA ALSF-2 Station 0+10 Through 6+00 Conduit Raceway System Including Trench, Backfill and Concrete Encasement Where Shown, Installed Complete | L.S. | 1 | $34,000.00 | $34,000.00 | |||||
| 26 | L110L | 2" Schedule-40 PVC, Non-Encased for Light Base Drain System, Installed Complete, Including Connections | L.F. | 860 | $5.25 | $4,515.00 | |||||
| 27 | L115B | Type "B" Handhole Installed in Bituminous Shoulder Pavement | EACH | 3 | $6,000.00 | $18,000.00 | |||||
| 28 | L115C | Type "B" Handhole Installed in Turf Shoulder | EACH | 8 | $5,800.00 | $46,400.00 | |||||
| 29 | L125H | L-867B Adjustable Light Base with Blank Cover Plate, Installed in New Bituminous Shoulder Pavement for Future Elevated High Intensity Runway Edge Light | EACH | 12 | $800.00 | $9,600.00 | |||||
| 30 | L125K | Light Base for Future LED L-850A(L) In-Pavement High Intensity Runway Centerline Light | EACH | 9 | $1,200.00 | $10,800.00 | |||||
| 31 | L125R | Runway 23R ALSF-2 Approach Light System Threshold Bar, 49 Bases, in New PCC Pavement - Semi Flush | EACH | 1 | $49,000.00 | $49,000.00 | |||||
| 32 | L125S | Runway 23R ALSF-2 Approach Light System Light Bar, 5 Bases, in New PCC Pavement - Semi Flush | EACH | 4 | $4,500.00 | $18,000.00 | |||||
| 33 | L125T | Runway 23R ALSF-2 Approach Light System Light Bar, 3 Bases, in New PCC Pavement - Semi Flush | EACH | 8 | $3,000.00 | $24,000.00 | |||||
| 34 | L125U | Runway 23R ALSF-2 Approach Light System Light Bar, in New Bituminous Pavement for 5 Lights - EMT Station | EACH | 2 | $4,000.00 | $8,000.00 | |||||
| 35 | L125V | Runway 23R ALSF-2 Approach Light System Light Bar, in New Bituminous Pavement for 3 Lights - EMT Station | EACH | 4 | $2,800.00 | $11,200.00 | |||||
| 36 | L125W | Runway 23R ALSF-2 Approach Light System Light Bar, in New Bituminous Pavement for 4 Lights - EMT Station | EACH | 1 | $3,900.00 | $3,900.00 | |||||
| 37 | L125NN | Remove Runway 23R ALSF-2 Light System, Including Mounting Structures, Complete | L.S. | 1 | $35,000.00 | $35,000.00 | $272,415.00 |
| Total Construction | $1,952,297.00 | Estimated Distribution of Work | $1,414,336.00 | $572,000.00 | $133,866.00 | $2,120,202.00 |
| ERROR:#REF! | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
ANG TW Additive 1 Sched 3
| MCGHEE TYSON AIRPORT | ||||||||||||
| RUNWAY 5L-23R RECONSTRUCTION - ANG NEW CONNECTING TAXIWAY | ||||||||||||
| ANG TAXIWAY ADDITIVE BID 1, SCHEDULE 3 | Estimated Distribution of Work | |||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | Quantity Fluff | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||
| 1 | 01530 | Maintenance of Traffic | LS | 1 | $2,500.00 | $2,500.00 | 0.00% | $2,500.00 | ||||
| 2 | P-152 | Unclassified Excavation | CY | 9,776 | $5.00 | $48,880.00 | 4.00% | $48,880.00 | $48,880.00 | |||
| 3 | P-155 | 12" Lime Treated Subgrade | SY | 7,581 | $3.00 | $22,743.00 | 4.00% | $22,743.00 | ||||
| 4 | P-155 | 6" Lime Treated Subgrade | SY | 4,466 | $2.50 | $11,165.00 | 4.00% | |||||
| 5 | P-155 | Lime | Ton | 273 | $150.00 | $40,950.00 | 4.00% | |||||
| 6 | P-209 | Crushed Aggregate Base Course Mainline and Shoulders | CY | 1,206 | $40.00 | $48,240.00 | 4.00% | $48,240.00 | ||||
| 7 | P-219 | Recycled Concrete Aggregate Base Course | CY | 1,488 | $20.00 | $29,760.00 | 4.00% | |||||
| 8 | P-304 | 6" Cement Treated Base Course | SY | 7,581 | $20.00 | $151,620.00 | 4.00% | $151,620.00 | ||||
| 9 | P-403 | Bituminous Surface Course for Shoulders | TON | 1,040 | $95.00 | $98,800.00 | 4.00% | $98,800.00 | ||||
| 10 | P-501 | 16" Portland Cement Concrete Pavement | SY | 7,221 | $63.00 | $454,923.00 | 4.00% | $454,923.00 | ||||
| 11 | P-602 | Bituminous Prime Coat | GAL | 780 | $2.00 | $1,560.00 | 0.00% | $1,560.00 | ||||
| 12 | P-603 | Bituminous Tack Coat | GAL | 100 | $2.00 | $200.00 | 0.00% | $200.00 | ||||
| 13 | P-605 | Hot Applied Joint Sealant | LF | 1,200 | $2.00 | $2,400.00 | 0.00% | |||||
| 14 | P-620 | Pavement Markings, Retro-reflective, Yellow | SF | 2,776 | $1.50 | $4,164.00 | 4.00% | $4,164.00 | ||||
| 15 | P-620 | Pavement Markings, Black Border | SF | 1,632 | $1.00 | $1,632.00 | 4.00% | $1,632.00 | ||||
| 16 | D-701 | 18" Class IV Reinforced Concrete Pipe | LF | 1,060 | $65.00 | $68,900.00 | 0.00% | |||||
| 17 | D-705 | 6" Perforated Underdrain | LF | 1,196 | $22.00 | $26,312.00 | 4.00% | $26,312.00 | ||||
| 18 | D-705 | 6" Non-Perforated Underdrain | LF | 314 | $24.00 | $7,536.00 | 4.00% | |||||
| 19 | D-705 | Underdrain Cleanouts | EA | 6 | $800.00 | $4,800.00 | 0.00% | |||||
| 20 | D-751 | #12 Catch Basin | EA | 2 | $3,500.00 | $7,000.00 | 0.00% | |||||
| 21 | L108B | Cable, 1/C #8 5kV, L-824C Installed IN Conduit or Duct | L.F. | 2,025 | $1.50 | $3,037.50 | $3,037.50 | |||||
| 22 | L108D | Counterpoise, #6 Bare Solid Including Ground Rods and Connections | L.F. | 2,487 | $1.75 | $4,352.25 | ||||||
| 23 | L110A | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Direct Earth Burial | L.F. | 2,337 | $5.50 | $12,853.50 | ||||||
| 24 | L110B | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Concrete Encased | L.F. | 269 | $20.00 | $5,380.00 | $1,059,708.25 | |||||
| MCGHEE TYSON AIRPORT | ||||||||||||
| RUNWAY 5L-23R RECONSTRUCTION - ANG NEW CONNECTING TAXIWAY | ||||||||||||
| ANG TAXIWAY ADDITIVE BID 1, SCHEDULE 3 | Estimated Distribution of Work | |||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | |||
| 25 | L110D | 4-Way, 4" Duct Bank, Concrete Encased with #6 Bare Solid Copper Counterpoise Run Above | L.F. | 157 | $65.00 | $10,205.00 | $10,205.00 | |||||
| 26 | L110E | 4-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Run Above | L.F. | 263 | $65.00 | $17,095.00 | $17,095.00 | |||||
| 27 | L110L | 2" Schedule-40 PVC, Non-Encased for Light Base Drain System, Installed Complete, Including Connections | L.F. | 150 | $5.25 | $787.50 | $787.50 | |||||
| 28 | L115A | Type "A" Handhole Installed in Turf Shoulder Pavement | EACH | 2 | $5,800.00 | $11,600.00 | $11,600.00 | |||||
| 29 | L115C | Type "B" Handhole Installed in Turf Shoulder | EACH | 2 | $5,800.00 | $11,600.00 | $11,600.00 | |||||
| 30 | L125A | L-861T(L) LED Medium Intensity Taxiway Light, Adjustable L-867B Base, in New Bituminous Paved Shoulder | EACH | 23 | $950.00 | $21,850.00 | ||||||
| 31 | L125I | L-867B Adjustable Light Base with Blank Cover Plate, Installed in New Bituminous Shoulder Pavement for Future Elevated Runway Guard Light | EACH | 2 | $800.00 | $1,600.00 | $1,600.00 | |||||
| 32 | L125GG | Taxiway "G8" and "G9" Static Ground Points Installed Complete, Including Counterpoise and Connections | L.S. | 1 | $2,500.00 | $2,500.00 | ||||||
| 33 | L125RR | Airfield Lightning 6.6 Ampere Series Circuit Field Lightning Arrestor, Installed Complete | Each | 1 | $650.00 | $650.00 | $77,887.50 | |||||
| Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||
| Total | $1,137,595.75 | |||||||||||
| 6" Gas Line Relocation (Spectra to Perform) | $400,000.00 | |||||||||||
| Total + Gas Line Relocation | $1,537,595.75 | |||||||||||
| Estimated Distribution of Work | $703,663.00 | $75,192.00 | $187,524.00 | $966,379.00 | ||||||||
| ERROR:#REF! | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
AIP Additive 2
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||
| AIP ADDITIVE BID 2, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Quantity Fluff | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||
| 1 | 01000 | Mobilization/Demobilization | LS | 1 | $84,515.66 | $84,515.66 | 56,439 | SF | ERROR:#REF! | SF | RW Pavement | ERROR:#REF! | SF | 732453 | SF | 130474 | SF | RW White | 27770 | G1 Shldr | 0.00% | |||||
| 2 | P-155 | 12" Lime Treated Subgrade | SY | 6,772 | $3.00 | $20,316.00 | 98,345 | SF | 56471 | B3 Shldr | 4.00% | $20,316.00 | ||||||||||||||
| 3 | P-155 | 6" Lime Treated Subgrade | SY | 4,448 | $2.50 | $11,120.00 | 4.00% | |||||||||||||||||||
| 4 | P-155 | Lime | Ton | 250 | $150.00 | $37,500.00 | 4.00% | |||||||||||||||||||
| 5 | P-209 | Crushed Aggregate Base Course | CY | 1,130 | $40.00 | $45,200.00 | 29170 | B4 Shldr | 4.00% | $45,200.00 | ||||||||||||||||
| 6 | P-219 | Recycled Concrete Aggregate Base Course | CY | 1,483 | $20.00 | $29,660.00 | 4.00% | |||||||||||||||||||
| 7 | P-300 | 6" Stabilized Base Course - Cement Treated Base (P-304) OR Lean Concrete Base (P-306) OR Hot-Mix Bituminous Base (P-403) | SY | 6,772 | $25.00 | $169,300.00 | 46,074 | SF | 175494 | B & B5 Shldr | 4.00% | $169,300.00 | ||||||||||||||
| 8 | P-403 | Bituminous Surface Course for Runway/Taxiway Shoulders, Runway Blast Pad, Roads/Drives, and Temporary Pavements | TON | 1,034 | $95.00 | $98,230.00 | 376,165 | SF | 29133 | B6 Shldr | 4.00% | $98,230.00 | ||||||||||||||
| 9 | P-501 | 16" Portland Cement Concrete Pavement | SY | 6,450 | $63.00 | $406,350.00 | 46,146 | SF | 55949 | B7 Shldr | 4.00% | $406,350.00 | ||||||||||||||
| 10 | P-602 | Bituminous Prime Coat | GAL | 770 | $2.00 | $1,540.00 | 72,796 | SF | 5157 | Misc Shldr | 0.00% | I used .18/SY, ATL used .5 Gal/SY which didn't seem right to me | $1,540.00 | |||||||||||||
| 11 | P-603 | Bituminous Tack Coat | GAL | 250 | $2.00 | $500.00 | 0.00% | $500.00 | $500.00 | |||||||||||||||||
| 12 | P-605 | Hot Applied Joint Sealant | LF | 1,200 | $2.00 | $2,400.00 | 0.00% | |||||||||||||||||||
| 13 | D-705 | 6" Perforated Underdrain | LF | 1,248 | $22.00 | $27,456.00 | 4.00% | All perforated quantity here, I don't see need to separate longitudinal from diagonal | ||||||||||||||||||
| 14 | D-705 | 6" Non-Perforated Underdrain | LF | 643 | $24.00 | $15,432.00 | 4.00% | |||||||||||||||||||
| 15 | D-705 | Pavement Edge Underdrain Cleanouts | EA | 6 | $800.00 | $4,800.00 | 0.00% | $4,800.00 | ||||||||||||||||||
| 16 | L108B | Cable, 1/C #8 5kV, L-824C Installed in Conduit or Duct | L.F. | 2,022 | $1.50 | $3,033.00 | ||||||||||||||||||||
| 17 | L108D | Counterpoise, #6 Bare Solid Including Ground Rods and Connections | L.F. | 1,467 | $1.75 | $2,567.25 | ||||||||||||||||||||
| 18 | L110A | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Direct Earth Burial, Earth Backfill | L.F. | 1,566 | $5.50 | $8,613.00 | ||||||||||||||||||||
| 19 | L110B | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Concrete Encased | L.F. | 657 | $20.00 | $13,140.00 | ||||||||||||||||||||
| 20 | L110D | 4-Way, 4" Duct Bank, Concrete Encased with #6 Bare Solid Copper Counterpoise Run Above | L.F. | 443 | $65.00 | $28,795.00 | ||||||||||||||||||||
| 21 | L110E | 4-Way, 4" Duct Bank, Concrete Encased with #1/0 Bare Stranded Copper Counterpoise (Guard Wire) Run Above | L.F. | 526 | $70.00 | $36,820.00 | ||||||||||||||||||||
| 22 | L110L | 2" Schedule-40 PVC, Non-Encased for Light Base Drain System, Installed Complete, Including Connections | L.F. | 114 | $5.25 | $598.50 | ||||||||||||||||||||
| 23 | L115A | Type "A" Handhole Installed in Turf Shoulder | EACH | 4 | $5,800.00 | $23,200.00 | ||||||||||||||||||||
| 24 | L115C | Type "B" Handhole Installed in Turf Shoulder | EACH | 4 | $5,800.00 | $23,200.00 | ||||||||||||||||||||
| 25 | L115F | Type "D" 16" x 24" L-867D Light Base with 3/8" Thick Galvanized Steel Blank Cover Plate Used as Handhole Installed in Earth, Complete | EACH | 4 | $875.00 | $3,500.00 | ||||||||||||||||||||
| 26 | L115G | Type "E" 24" x 24" L-867E Light Base with 1/2"" Thick Galvanized Steel Blank Cover Plate Used as Handhole Installed in Earth, Complete | EACH | 1 | $975.00 | $975.00 | $1,098,761.41 | $1,014,245.75 | ||||||||||||||||||
| MCGHEE TYSON AIRPORT | ||||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | ||||||||||||||||||||||||||
| AIP ADDITIVE BID 1, SCHEDULE 1 | Estimated Distribution of Work | |||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Quantity Fluff | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | ||||||||||
| 27 | L125A | L-861T(L) LED Medium Intensity Taxiway Light, Adjustable L-867B Base, in New Bituminous Paved Shoulder | EACH | 17 | $950.00 | $16,150.00 | ||||||||||||||||||||
| 28 | L125I | L-867B Adjustable Light Base with Blank Cover Plate, Installed in New Bituminous Shoulder Pavement for Future Elevated Runway Guard Light | EACH | 2 | $800.00 | $1,600.00 | ||||||||||||||||||||
| 29 | L125X | L-858(L) LED Sign, Size 3, 3-4 Characters, on New Concrete Pad, Installed Complete | EACH | 2 | $3,900.00 | $7,800.00 | ||||||||||||||||||||
| 30 | L125Y | L-858(L) LED Sign,Size 3, 5-6 Characters, on New Concrete Pad, Installed Complete | EACH | 1 | $5,300.00 | $5,300.00 | ||||||||||||||||||||
| 31 | L125Z | L-858(L) LED Sign, Size 3, 7-8 Characters, on New Concrete Pad, Installed Complete | EACH | 1 | $5,900.00 | $5,900.00 | ||||||||||||||||||||
| 32 | L125HH | Remove Elevated Base Mounted Medium Intensity or High Intensity Edge Light, Complete | EACH | 21 | $100.00 | $2,100.00 | ||||||||||||||||||||
| 33 | L125II | Remove Light Base Used as Handhole, Complete | EACH | 6 | $100.00 | $600.00 | ||||||||||||||||||||
| 34 | L125JJ | Remove L-850C High Intensity Runway Edge Light, Complete | EACH | 1 | $100.00 | $100.00 | ||||||||||||||||||||
| 35 | L125LL | Remove Airfield Guidance Sign and Concrete Pad, Complete | EACH | 4 | $500.00 | $2,000.00 | ||||||||||||||||||||
| 36 | L125RR | Airfield Lightning 6.6 Ampere Series Circuit Field Lightning Arrestor, Installed Complete | Each | 1 | $650.00 | $650.00 | $42,200.00 | |||||||||||||||||||
| $1,056,445.75 | ||||||||||||||||||||||||||
| Total Construction | $1,140,961.41 |
L.S. $15,000.00 ERROR:#REF!
L.F. $5.50 $0.00
L.F. $20.00 $0.00
L.F. $33.00 $0.00
L.F. $65.00 $0.00
L.F. $70.00 $0.00
L.S. $34,000.00 $0.00
L.F. $5.25 $0.00
| EACH | $5,800.00 | $0.00 |
| EACH | $5,200.00 | $0.00 |
| EACH | $5,000.00 | $0.00 |
| EACH | $695.00 | $0.00 |
EACH $875.00 $0.00
EACH $975.00 $0.00
EACH $850.00 $0.00
EACH $1,100.00 $0.00
EACH $1,100.00 $0.00
EACH $475.00 $0.00
EACH $625.00 $0.00
EACH $700.00 $0.00
EACH $700.00 $0.00
EACH $625.00 $0.00
EACH $1,200.00 $0.00
EACH $1,200.00 $0.00
EACH $1,200.00 $0.00
EACH $150.00 $0.00
EACH $150.00 $0.00
| EACH | $18,000.00 | $0.00 |
| EACH | $14,000.00 | $0.00 |
| EACH | $49,000.00 | $0.00 |
EACH $4,500.00 $0.00
EACH $3,000.00 $0.00
EACH $4,000.00 $0.00
EACH $2,800.00 $0.00
EACH $3,900.00 $0.00
EACH $3,900.00 $0.00
EACH $5,300.00 $0.00
EACH $5,900.00 $0.00
EACH $2,000.00 $0.00
L.S. $5,000.00 $0.00
| EACH | $900.00 | $0.00 |
| L.S. | $2,500.00 | $0.00 |
EACH $100.00 $0.00
| EACH | $100.00 | $0.00 |
| EACH | $100.00 | $0.00 |
EACH $100.00 $0.00
EACH $500.00 $0.00
EACH $400.00 $0.00
L.S. $35,000.00 $0.00
| EACH | $700.00 | $0.00 |
| L.S. | $7,000.00 | $0.00 |
| L.S. | $250.00 | $0.00 |
Each $125.00 $0.00
L.S. $1,200.00 $0.00
Each $650.00 $0.00
EACH $525.00 $0.00
L.S. $15,000.00 $0.00
AIP Additive 3
| MCGHEE TYSON AIRPORT | |||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | |||||||||||||||||||||||||
| AIP ADDITIVE BID 3, SCHEDULE 1 | Estimated Distribution of Work | ||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Quantity Fluff | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | |||||||||
| 1 | 01000 | Mobilization/Demobilization | LS | 1 | $78,097.84 | $78,097.84 | 56,439 | SF | ERROR:#REF! | SF | RW Pavement | ERROR:#REF! | SF | 732453 | SF | 130474 | SF | RW White | 27770 | G1 Shldr | 0.00% | ||||
| 2 | P-155 | 12" Lime Treated Subgrade | SY | 6,462 | $3.00 | $19,386.00 | 98,345 | SF | 56471 | B3 Shldr | 4.00% | $19,386.00 | |||||||||||||
| 3 | P-155 | 6" Lime Treated Subgrade | SY | 5,364 | $2.50 | $13,410.00 | 4.00% | ||||||||||||||||||
| 4 | P-155 | Lime | Ton | 255 | $150.00 | $38,250.00 | 4.00% | ||||||||||||||||||
| 5 | P-209 | Crushed Aggregate Base Course | CY | 1,077 | $40.00 | $43,080.00 | 29170 | B4 Shldr | 4.00% | $43,080.00 | |||||||||||||||
| 6 | P-219 | Recycled Concrete Aggregate Base Course | CY | 1,789 | $20.00 | $35,780.00 | 4.00% | ||||||||||||||||||
| 7 | P-300 | 6" Stabilized Base Course - Cement Treated Base (P-304) OR Lean Concrete Base (P-306) OR Hot-Mix Bituminous Base (P-403) | SY | 6,462 | $25.00 | $161,550.00 | 46,074 | SF | 175494 | B & B5 Shldr | 4.00% | $161,550.00 | |||||||||||||
| 8 | P-403 | Bituminous Surface Course for Runway/Taxiway Shoulders, Runway Blast Pad, Roads/Drives, and Temporary Pavements | TON | 1,248 | $95.00 | $118,560.00 | 376,165 | SF | 29133 | B6 Shldr | 4.00% | $118,560.00 | |||||||||||||
| 9 | P-501 | 16" Portland Cement Concrete Pavement | SY | 6,154 | $63.00 | $387,702.00 | 46,146 | SF | 55949 | B7 Shldr | 4.00% | $387,702.00 | |||||||||||||
| 10 | P-602 | Bituminous Prime Coat | GAL | 930 | $2.00 | $1,860.00 | 72,796 | SF | 5157 | Misc Shldr | 0.00% | I used .18/SY, ATL used .5 Gal/SY which didn't seem right to me | $1,860.00 | ||||||||||||
| 11 | P-603 | Bituminous Tack Coat | GAL | 275 | $2.00 | $550.00 | 0.00% | $550.00 | $550.00 | ||||||||||||||||
| 12 | P-605 | Hot Applied Joint Sealant | LF | 2,100 | $2.00 | $4,200.00 | 0.00% | ||||||||||||||||||
| 13 | D-705 | 6" Perforated Underdrain | LF | 2,132 | $22.00 | $46,904.00 | 4.00% | All perforated quantity here, I don't see need to separate longitudinal from diagonal | |||||||||||||||||
| 14 | D-705 | 6" Non-Perforated Underdrain | LF | 185 | $24.00 | $4,440.00 | 4.00% | ||||||||||||||||||
| 15 | D-705 | Pavement Edge Underdrain Cleanouts | EA | 7 | $800.00 | $5,600.00 | 0.00% | $5,600.00 | |||||||||||||||||
| 16 | L108B | Cable, 1/C #8 5kV, L-824C Installed in Conduit or Duct | L.F. | 2,142 | $1.50 | $3,213.00 | |||||||||||||||||||
| 17 | L108D | Counterpoise, #6 Bare Solid Including Ground Rods and Connections | L.F. | 2,322 | $1.75 | $4,063.50 | |||||||||||||||||||
| 18 | L110A | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Direct Earth Burial, Earth Backfill | L.F. | 1,662 | $5.50 | $9,141.00 | |||||||||||||||||||
| 19 | L110B | Electrical Conduit, 1-Way, 2" Schedule-40 PVC, Concrete Encased | L.F. | 462 | $20.00 | $9,240.00 | |||||||||||||||||||
| 20 | L110D | 4-Way, 4" Duct Bank, Concrete Encased with #6 Bare Solid Copper Counterpoise Run Above | L.F. | 182 | $65.00 | $11,830.00 | |||||||||||||||||||
| 21 | L110L | 2" Schedule-40 PVC, Non-Encased for Light Base Drain System, Installed Complete, Including Connections | L.F. | 174 | $5.25 | $913.50 | |||||||||||||||||||
| 22 | L115A | Type "A" Handhole Installed in Turf Shoulder | EACH | 2 | $5,800.00 | $11,600.00 | |||||||||||||||||||
| 23 | L115F | Type "D" 16" x 24" L-867D Light Base with 3/8" Thick Galvanized Steel Blank Cover Plate Used as Handhole Installed in Earth, Complete | EACH | 2 | $875.00 | $1,750.00 | |||||||||||||||||||
| 24 | L125A | L-861T(L) LED Medium Intensity Taxiway Light, Adjustable L-867B Base, in New Bituminous Paved Shoulder | EACH | 27 | $950.00 | $25,650.00 | |||||||||||||||||||
| 25 | L125I | L-867B Adjustable Light Base with Blank Cover Plate, Installed in New Bituminous Shoulder Pavement for Future Elevated Runway Guard Light | EACH | 2 | $800.00 | $1,600.00 | |||||||||||||||||||
| 26 | L125X | L-858(L) LED Sign, Size 3, 3-4 Characters, on New Concrete Pad, Installed Complete | EACH | 2 | $3,900.00 | $7,800.00 | $1,046,170.84 | $968,073.00 | |||||||||||||||||
| MCGHEE TYSON AIRPORT | |||||||||||||||||||||||||
| AIRFIELD MODERNIZATION PROGRAM, RUNWAY 5L-23R PHASE 1 | |||||||||||||||||||||||||
| AIP ADDITIVE BID 2, SCHEDULE 1 | Estimated Distribution of Work | ||||||||||||||||||||||||
| ITEM | SPEC | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED TOTAL | PCC Area | Econocrete Area | 6" Crushed Aggregate Base | 4" Crushed Aggregate Base RW & TW Shoulders | Pavement Marking | Bituminous Pavement | Jeff Comments | Concrete Paving Contractor | Earthwork and Drainage Contractor | Subctractorson | |||||||||
| 27 | L125Y | L-858(L) LED Sign,Size 3, 5-6 Characters, on New Concrete Pad, Installed Complete | EACH | 1 | $5,300.00 | $5,300.00 | |||||||||||||||||||
| 28 | L125AA | L-858 Sign, Type C, Style 4, 72" Long Taxiway Ending Marking on New Concrete Pad, Installed Complete | EACH | 1 | $2,000.00 | $2,000.00 | |||||||||||||||||||
| 29 | L125HH | Remove Elevated Base Mounted Medium Intensity or High Intensity Edge Light, Complete | EACH | 2 | $100.00 | $200.00 | |||||||||||||||||||
| 30 | L125RR | Airfield Lightning 6.6 Ampere Series Circuit Field Lightning Arrestor, Installed Complete | Each | 1 | $650.00 | $650.00 | $8,150.00 | Mob | |||||||||||||||||
| $976,223.00 | |||||||||||||||||||||||||
| Total Construction | $1,054,320.84 |
L.S. $15,000.00 ERROR:#REF!
L.F. $5.50 $0.00
L.F. $20.00 $0.00
L.F. $33.00 $0.00
L.F. $65.00 $0.00
L.F. $70.00 $0.00
L.S. $34,000.00 $0.00
L.F. $5.25 $0.00
| EACH | $5,800.00 | $0.00 |
| EACH | $5,200.00 | $0.00 |
| EACH | $5,000.00 | $0.00 |
| EACH | $695.00 | $0.00 |
EACH $875.00 $0.00
EACH $975.00 $0.00
EACH $850.00 $0.00
EACH $1,100.00 $0.00
EACH $1,100.00 $0.00
EACH $475.00 $0.00
EACH $625.00 $0.00
EACH $700.00 $0.00
EACH $700.00 $0.00
EACH $625.00 $0.00
EACH $1,200.00 $0.00
EACH $1,200.00 $0.00
EACH $1,200.00 $0.00
EACH $150.00 $0.00
EACH $150.00 $0.00
| EACH | $18,000.00 | $0.00 |
| EACH | $14,000.00 | $0.00 |
| EACH | $49,000.00 | $0.00 |
EACH $4,500.00 $0.00
EACH $3,000.00 $0.00
EACH $4,000.00 $0.00
EACH $2,800.00 $0.00
EACH $3,900.00 $0.00
EACH $3,900.00 $0.00
EACH $5,300.00 $0.00
EACH $5,900.00 $0.00
EACH $2,000.00 $0.00
L.S. $5,000.00 $0.00
| EACH | $900.00 | $0.00 |
| L.S. | $2,500.00 | $0.00 |
EACH $100.00 $0.00
| EACH | $100.00 | $0.00 |
| EACH | $100.00 | $0.00 |
EACH $100.00 $0.00
EACH $500.00 $0.00
EACH $400.00 $0.00
L.S. $35,000.00 $0.00
| EACH | $700.00 | $0.00 |
| L.S. | $7,000.00 | $0.00 |
| L.S. | $250.00 | $0.00 |
Each $125.00 $0.00
L.S. $1,200.00 $0.00
Each $650.00 $0.00
EACH $525.00 $0.00
L.S. $15,000.00 $0.00
SOQ-2026
| CVG Concourse A Apron Reconstruction - Bid Package 2 |
| Bid Schedule |
| Drawing Dated : December 18, 2025 |
Item # Item Description Unit Quantity Unit Price Total
| 1 | C-100-14.1 | Contractor Quality Control Program (CQCP) | LS | 1 |
| 2 | C-102-5.1 | Temporary Seeding and Mulching | SY | 2500 |
| 3 | C-102-5.2 | Temporary Inlet Protection | EA | 1 |
| 4 | C-102-5.3 | Temporary Inlet Filter Insert | EA | 6 |
| 5 | C-102-5.4 | Marsh Mat | LF | 400 |
| 6 | C-102-5.5 | Temporary Rock Construction Entrance | EA | 2 |
| 7 | C-102-5.6 | Silt Fence | LF | 3000 |
| 8 | C-102-5.7 | Concrete Washout Pit | EA | 1 |
| 9 | C-105 | Mobilization | LS | 1 |
| 10 | P-101-5.1 | PCC Pavement Removal (stockpile) | SY | 57100 |
| 11 | P-101-5.3 | AC Pavement Removal | SY | 1700 |
| 12 | P-101-5.6 | Removal of Pipe and Other Buried Structures | LS | 1 |
| 13 | P-101-5.7 | Removal of Bollards | EA | 11 |
| 14 | P-152-4.1 | Unclassified Excavation | CY | 19700 |
| 15 | P-152-4.2 | Muck Excavation | CY | 1000 |
| 16 | P-219-5.1 | Recycled Concrete Aggregate Base Course (6-inch to 7-inch depth) | SY | 58700 |
| 17 | P-304-8.1 | Cement-Treated Base Course (6-inch) | SY | 57100 |
| 18 | P-403-8.1 | Asphalt Mixture Course | TON | 1000 |
| 19 | P-501-8.1 | Concrete Pavement (18-Inch depth) | SY | 57100 |
| 20 | PX-510-6.1 | Partial-Depth PCC Repair with Polymer Material (+/-2.5" Depth) | SF | 60 |
| 21 | PX-510-6.2 | Spall Repair (+/- 2" Depth) | SF | 50 |
| 22 | PX-510-6.3 | Full-Depth Partial Panel PCC Repair | SF | 400 |
| 23 | P-603-5.1 | Emulsified Asphalt Tack Coat | GAL | 500 |
| 24 | P-620-5.1 | Surface Preparation | SY | 6230 |
| 25 | P-620-5.2 | Marking Removal | SF | 35700 |
| 26 | P-620-5.3 | Marking | SF | 56000 |
| 27 | P-620-5.4 | Preformed Markings | SF | 430 |
| 28 | P-620-5.5 | Reflective Media | LS | 1 |
| 29 | D-705-5.1 | 6-inch Pipe Underdrain, Complete | LF | 320 |
| 30 | D-705-5.2 | 8-inch Pipe Underdrain, Complete | LF | 72 |
| 31 | D-751-5.1 | Inspection Holes | EA | 4 |
| 32 | D-751-5.2 | Catch Basins | EA | 1 |
| 33 | D-751-5.3 | Trench Drains | LF | 350 |
| 34 | T-901-5.1 | Seeding | SY | 2500 |
| 35 | T-905-5.1 | Topsoil (Furnished from Off the Site) | CY | 100 |
| 36 | T-908-5.1 | Mulching | SY | 1210 |
| 37 | L-100-5.1 | Temporary Lighting | LS | 1 |
| 38 | L-100-5.2 | Remove Taxiway Edge Light & Base in Pavement | EA | 8 |
| 39 | L-100-5.3 | Remove Duct Bank Under Pavement to be Demolished | LF | 400 |
| 40 | L-100-5.4 | Remove 5kV L-824 #8 AWG Cabling from Conduit | LF | 1000 |
| 41 | L-108-5.1 | No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | LF | 1000 |
| 42 | L-108-5.2 | No. 6 AWG, Solid, Bare Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Connections/Terminations | LF | 400 |
| 43 | L-110-5.1 | Concrete Encased, Electrical Duct Bank, 1-Way 2-inch C, 24-inch Minimum Cover | LF | 400 |
| 44 | L-125-5.1 | Furnish and Install Taxiway Edge Light and Base | EA | 8 |
| 45 | MC-001-9.1 | Low-Profile Barricades | LF | 2500 |
| 46 | MC-001-9.2 | Mid-Profile Barricades | LF | 500 |
| 47 | MC-001-9.3 | Maintenance of Haul Road during Construction | LS | 1 |
| 48 | MC-001-9.5 | Contractor Security Officer | LS | 1 |
| 49 | MC-001-9.6 | Vehicle and Construction Equipment Control Plan and SPCD | LS | 1 |
| 50 | MC-001-9.7 | Contractor Badging | LS | 1 |
| 51 | MC-001-9.8 | Unlit Construction Signs | EA | 4 |
| 52 | MC-001-9.9 | Airport Safety and Security - Gate Guards | HOUR | 2570 |
| 53 | MC-001-9.10 | Airport Safety and Security - Escorts | HOUR | 10250 |
| 54 | MC-002-5.1 | Structure Modification | EA | 10 |
| 55 | MC-002-5.2 | Pipe Abandonment | LF | 500 |
| 56 | MC-003-5.1 | Bollard | EA | 9 |
| 57 | MC-004-10.1 | Non-Hazardous Solid Waste - Off-Site Disposal | TON | 500 |
| 58 | MC-004-10.2 | Hazardous Solid Waste - Off-Site Disposal | TON | 100 |
| 59 | MC-004-10.3 | Liquid Waste Disposal-Non-Hazardous-Off-Site Disposal | GAL | 1000 |
| 60 | MC-004-10.4 | Liquid Waste Disposal-Hazardous - Off-Site Disposal | GAL | 1000 |
SOQ-2027
| CVG Concourse A Apron Reconstruction - Bid Package 2 |
| Bid Schedule |
| Drawing Dated : December 18, 2025 |
Item # Item Description Unit Quantity Unit Price Total
| 1 | C-100-14.1 | Contractor Quality Control Program (CQCP) | LS | 1 |
| 2 | C-102-5.1 | Temporary Seeding and Mulching | SY | 2500 |
| 3 | C-102-5.2 | Temporary Inlet Protection | EA | 1 |
| 4 | C-102-5.3 | Temporary Inlet Filter Insert | EA | 13 |
| 5 | C-102-5.5 | Temporary Rock Construction Entrance | EA | 2 |
| 6 | C-102-5.6 | Silt Fence | LF | 3000 |
| 7 | C-102-5.7 | Concrete Washout Pit | EA | 1 |
| 8 | C-105 | Mobilization | LS | 1 |
| 9 | P-101-5.2 | PCC Pavement Removal (dispose off site) | SY | 54900 |
| 10 | P-101-5.4 | PCC Crack Repair | LF | 30 |
| 11 | P-101-5.6 | Removal of Pipe and Other Buried Structures | LS | 1 |
| 12 | P-101-5.7 | Removal of Bollards | EA | 35 |
| 13 | P-101-5.8 | Removal of Guardrail | LF | 90 |
| 14 | P-101-5.9 | Removal of Overhead Clearance Bar | EA | 1 |
| 15 | P-101-5.10 | Removal of Chain-Link Fence | LF | 110 |
| 16 | P-152-4.1 | Unclassified Excavation | CY | 20800 |
| 17 | P-152-4.2 | Muck Excavation | CY | 1100 |
| 18 | P-219-5.1 | Recycled Concrete Aggregate Base Course (6-inch to 7-inch depth) | SY | 54700 |
| 19 | P-304-8.1 | Cement-Treated Base Course (6-inch) | SY | 54900 |
| 20 | P-501-8.1 | Concrete Pavement (18-Inch depth) | SY | 54700 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .