Attachment 7 IDIQ Offer Schedule Rev. 7 Jun 21.xlsx
XLSX spreadsheet 98 KB Posted
- Attached to
- Repair Airfield/Base Pavements Federal contract opportunity
- Solicitation number
- FA480921B0001
About this file
This document contains an offer schedule for a firm fixed price, single award indefinite delivery, indefinite quantity contract to provide repair services for airfield and base pavements at Seymour Johnson Air Force Base and other locations in North Carolina. Services include concrete and asphalt removal and installation, drainage work, lighting, fencing and other base maintenance and repair items. Pricing is provided for a base year and four option years. The solicitation number is listed as FA480921B0001 and is being conducted by the Department of the Air Force Air Combat Command.
View the file
Other files for this federal contract opportunity
Show all 19
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Summary
| Base Year | $ - 0 |
| Option Year 1 | $ - 0 |
| Option Year 2 | $ - 0 |
| Option Year 3 | $ - 0 |
| Option Year 4 | $ - 0 |
| Total | $ - 0 |
Off Sch Base Year
Offer Schedule REPAIR AIRFIELD/BASE PAVEMENTS (IDIQ)
| Furnish all plant, labor, equipment, and materials and perform all work required at Seymour Johnson Air Force Base, North Carolina in strict accordance with the plans, specifications, and contract terms. | |||||
| BASE YEAR (From date of award through 365 calendar days) | |||||
| ITEM NO. | DESCRIPTION | EST QTY* | UNIT | UNIT | |
| PRICE | EST TOTAL |
| 0001AA | Concrete Pavement Removal - Airfield | |||||
| (8" thick or less) | 200 | CY | $ - 0 | |||
| 0001AB | Concrete Pavement Removal - Airfield | |||||
| ( 8" - 15" thick) | 4350 | CY | $ - 0 | |||
| 0001AC | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Less than 1,000 CY) | 510 | CY | $ - 0 | |||
| 0001AD | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Greater than 1,000 CY) | 1195 | CY | $ - 0 | |||
| 0001AE | Concrete Pavement Removal | |||||
| (Other than Airfield) | 100 | CY | $ - 0 | |||
| 0001AF | Curb and Gutter Removal (18" width) | 200 | LF | $ - 0 | ||
| 0001AG | Curb and Gutter Removal (24" width) | 475 | LF | $ - 0 | ||
| 0001AH | Asphalt Pavement Removal | 940 | CY | $ - 0 | ||
| 0001AJ | Clearing and Grubbing (0" to 6" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0001AK | Clearing and Grubbing (7" - 24" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0001AL | Tree Removal - (8" to 12" Diameter) | 6 | EA | $ - 0 | ||
| 0001AM | Tree Removal - (12" - 24" Diameter) | 7 | EA | $ - 0 | ||
| 0001AN | Tree Removal - (Over 24" in Diameter) | 5 | EA | $ - 0 | ||
| 0001AP | Topsoil Removed | |||||
| (Stockpile and Place On-Site) | 400 | CY | $ - 0 | |||
| 0001AQ | Topsoil Removed | |||||
| (Placed Off Base) | 800 | CY | $ - 0 | |||
| 0001AR | Import Topsoil | |||||
| (Place On-Site) | 300 | CY | $ - 0 | |||
| 0001AS | Saw-cut Concrete (Per inch depth) | 125000 | IN-LF | $ - 0 | ||
| 0001AT | Saw-cut Asphalt | 800 | LF | $ - 0 | ||
| 0001AU | Fill | 1875 | CY | $ - 0 | ||
| 0001AV | Unclassified - Excavation Under New Pavement | 750 | CY | $ - 0 | ||
| 0001AW | Unclassified - Excavation Under Existing Pavement | 563 | CY | $ - 0 | ||
| 0001AX | Bulk Excavation ( >5,000 CY) | 5450 | CY | $ - 0 | ||
| 0001AY | Balanced Earthwork | 1900 | CY | $ - 0 | ||
| 0001AZ | Unsuitable Soil | 188 | CY | $ - 0 | ||
| 0001BA | Stabilization Fabric | 1124 | SY | $ - 0 | ||
| 0001BB | Recondition Existing Stone Base | 1200 | SY | $ - 0 | ||
| 0001BC | Aggregate - Base Course | 2000 | Theoretical Ton | $ - 0 | ||
| 0001BD | Milling - Bituminous Pavement | |||||
| (1" depth) | 375 | SY | $ - 0 | |||
| 0001BE | Milling - Bituminous Pavement | |||||
| (1-1/2" depth) | 5000 | SY | $ - 0 | |||
| 0001BF | Milling - Bituminous Pavement | |||||
| (2" depth) | 7000 | SY | $ - 0 | |||
| 0001BG | Milling - Bituminous Pavement | |||||
| (2" depth) (>25,000 sy) | 26000 | SY | $ - 0 | |||
| 0001BH | Milling - Bituminious Pavement | |||||
| (3" depth) | 1200 | SY | $ - 0 | |||
| 0001BJ | Milling - Bituminious Pavement | |||||
| (3" depth) (>25,000 SY) | 24000 | SY | $ - 0 | |||
| 0001BK | Asphalt - Seal coat | 54933 | SY | $ - 0 | ||
| 0001BL | Asphalt Surface Course - Type SF-9.5A | 6000 | Theoretical Ton | $ - 0 | ||
| 0001BM | Asphalt H Binder - Type I-19.0B | 790 | Theoretical Ton | $ - 0 | ||
| 0001BN | Asphalt Base Course - Type B-25.0B | 750 | Theoretical Ton | $ - 0 | ||
| 0001BP | Asphalt Surface Course Type HDS | |||||
| (Stability-3,000 lbs) (1995 NCDOT Spec 645) | 500 | Theoretical Ton | $ - 0 | |||
| 0001BQ | Asphalt Pavement Repair | 38 | Theoretical Ton | $ - 0 | ||
| 0001BR | Concrete Pavement for Airfields | |||||
| (For Task Orders less than 1,000 CY) | 600 | CY | $ - 0 | |||
| 0001BS | Concrete Pavement for Airfields | |||||
| (For Task Orders greater than 1,000 CY) | 3250 | CY | $ - 0 | |||
| 0001BT | High Early Concrete Adder - Weekends | 2510 | CY | $ - 0 | ||
| 0001BU | Concrete Pavement - (Other than Airfields) | 165 | CY | $ - 0 | ||
| 0001BV | Concrete Flowable Fill | 810 | CY | $ - 0 | ||
| 0001BW | Concrete Pavement Repair - (Full Depth) | 50 | CY | $ - 0 | ||
| 0001BX | Concrete Pavement Repair - (Partial Depth) | 94 | SY | $ - 0 | ||
| 0001BY | Concrete Pavement Repair - (Spall Patch) | 75 | SY | $ - 0 | ||
| 0001BZ | Concrete Pavement Repair (Repair Corner Patch) (6") | 38 | SY | $ - 0 | ||
| 0001CA | Concrete Pavement Repair - (Joint Spall) (6") | 38 | SY | $ - 0 | ||
| 0001CB | Concrete Pavement Crack Repair | 750 | LF | $ - 0 | ||
| 0001CC | Concrete Joint Sealant Replacement (Existing Concrete) | 50000 | LF | $ - 0 | ||
| 0001CD | Grooving Airfield Pavement | 4000 | SY | $ - 0 | ||
| 0001CE | 4" Concrete Sidewalk | 38 | CY | $ - 0 | ||
| 0001CF | Concrete Handicap Ramp | 3 | CY | $ - 0 | ||
| 0001CG | 6" Concrete - Driveway | 38 | CY | $ - 0 | ||
| 0001CH | 6" Curb and Gutter (24" Wide - Straight Faced) | 1950 | LF | $ - 0 | ||
| 0001CI | 8" Curb and Gutter (24" Wide - Straight Faced) | 300 | LF | $ - 0 | ||
| 0001CJ | Curb and Gutter (18" Wide - Roller Faced) | 80 | LF | $ - 0 | ||
| 0001CK | Concrete Edging | 75 | LF | $ - 0 | ||
| 0001CL | Removable Bollard | 15 | EA | $ - 0 | ||
| 0001CM | Permanent Bollard | 10 | EA | $ - 0 | ||
| 0001CN | 12" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0001CP | 12" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0001CQ | 15" Drain Pipe - RCP - CLII (0' to 4' Depth | 75 | LF | $ - 0 | ||
| 0001CR | 15" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0001CS | 18" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0001CT | 18" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0001CU | 24" Drain Pipe - RCP - CLII (0' to 4' Depth) | 68 | LF | $ - 0 | ||
| 0001CV | 24" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0001CW | 30" Drain Pipe - RCP - CLII (0' to 4' Depth) | 38 | LF | $ - 0 | ||
| 0001CX | 30" Drain Pipe - RCP - CLII (4' - 6' Depth) | 30 | LF | $ - 0 | ||
| 0001CY | 8" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0001CZ | 12" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0001DA | 12" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0001DB | 15" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0001DC | 15" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0001DD | 18" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0001DE | 18" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0001DF | 24" Drain Pipe - HDPE (0' -4' deep) | 38 | LF | $ - 0 | ||
| 0001DG | 24" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0001DH | 30" Drain Pipe - HDPE (0' -4' deep) | 22 | LF | $ - 0 | ||
| 0001DJ | 30" Drain Pipe - HDPE (4' - 6' deep) | 24 | LF | $ - 0 | ||
| 0001DK | 36" Drain Pipe - HDPE (0' -4' deep) | 30 | LF | $ - 0 | ||
| 0001DL | 36" Drain Pipe - HDPE (4' - 6' deep) | 30 | LF | $ - 0 | ||
| 0001DM | Drop Inlet (0' to 4' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0001DN | Drop Inlet (4' - 6' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0001DP | Catch Basin - Type A (0' to 4' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 4 | EA | $ - 0 | |||
| 0001DQ | Catch Basin - Type A (4' - 6' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 3 | EA | $ - 0 | |||
| 0001DR | Catch Basin - Type B (0' to 4' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0001DS | Catch Basin - Type B (4' - 6' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0001DT | 12" Flared End Section | 2 | EA | $ - 0 | ||
| 0001DU | 15" Flared End Secton | 2 | EA | $ - 0 | ||
| 0001DV | 18" Flared End Section | 2 | EA | $ - 0 | ||
| 0001DW | 24" Flared End Secton | 2 | EA | $ - 0 | ||
| 0001DX | 30" Flared End Secton | 1 | EA | $ - 0 | ||
| 0001DY | Concrete Flume | 3 | CY | $ - 0 | ||
| 0001DZ | Rip-Rap for Drainage | 25 | CY | $ - 0 | ||
| 0001EA | Adjustment of Valve Box to Grade | 5 | EA | $ - 0 | ||
| 0001EB | Adjustment of Manhole to Grade | 3 | EA | $ - 0 | ||
| 0001EC | Removal of Pavement Markings (0' to 100') | 38 | SF | $ - 0 | ||
| 0001ED | Removal of Pavement Markings (101' to 10,000') | 1875 | SF | $ - 0 | ||
| 0001EE | Removal of Pavement Marking (10,001' to 25,000') | 11000 | SF | $ - 0 | ||
| 0001EF | Removal of Pavement Marking (More than 25,000') | 26000 | SF | $ - 0 | ||
| 0001EG | Adder for Removal of LBP Markings | 250 | SF | $ - 0 | ||
| 0001EH | Reflective Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0001EJ | Reflective Striping (Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0001EK | Reflective Striping (Other than Airfield) | 2000 | SF | $ - 0 | ||
| 0001EL | Non-Reflective Striping (Other than Airfield) | 1000 | SF | $ - 0 | ||
| 0001EM | Non-Reflective Black Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0001EN | Non-Reflective Black Striping ( Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0001EP | Reflective Symbols (Other than Airfield) | 150 | SF | $ - 0 | ||
| 0001EQ | Reflective Symbols (Airfield) | 188 | SF | $ - 0 | ||
| 0001ER | Pavement Stencil Painting | 750 | SF | $ - 0 | ||
| 0001ES | Rubber Removal | 540000 | SF | $ - 0 | ||
| 0001ET | Rubber Removal Testing | 1 | EA | $ - 0 | ||
| 0001EU | Polyethylene Panel Installation | 200 | SF | $ - 0 | ||
| 0001EV | Non-Reflective Symbols (Other than Airfield) | 250 | SF | $ - 0 | ||
| 0001EW | Raised Reflective Markers | 4 | EA | $ - 0 | ||
| 0001EX | Wheel Stops | 10 | EA | $ - 0 | ||
| 0001EY | Seeding and Mulch - Hydroseeding | 2 | AC | $ - 0 | ||
| 0001EZ | Seeding and Mulch | 2 | AC | $ - 0 | ||
| 0001FA | Mulch, Lava Rock | 100 | SY | $ - 0 | ||
| 0001FB | Sod - Centipede | 1000 | SY | $ - 0 | ||
| 0001FC | Kousa Dogwood Tree | 2 | EA | $ - 0 | ||
| 0001FD | Bradford Pear Tree | 5 | EA | $ - 0 | ||
| 0001FE | Crepe Myrtle Tree | 5 | EA | $ - 0 | ||
| 0001FF | Erosion and Sediment Control Permit | 2 | AC | $ - 0 | ||
| 0001FG | Silt Fence | 450 | LF | $ - 0 | ||
| 0001FH | Inlet Protection | 8 | EA | $ - 0 | ||
| 0001FJ | Silt Check Dams | 4 | EA | $ - 0 | ||
| 0001FK | FOD Fence | 625 | LF | $ - 0 | ||
| 0001FL | Surveying (Crew) | 32 | HRS | $ - 0 | ||
| 0001FM | Traffic Control Signs | 56 | SF | $ - 0 | ||
| 0001FN | Truck Mounted Vacuum/Sweeper | 6 | DAY | $ - 0 | ||
| 0001FP | Mobilization ITEMS 0001AA - 0001AE | 3 | EA | $ - 0 | ||
| 0001FQ | Mobilizations for ITEM 0001AU | 3 | EA | $ - 0 | ||
| 0001FR | Mobilization for ITEMS 0001BD - 0001BJ | 3 | EA | $ - 0 | ||
| 0001FS | Mobilization for ITEMS 0001BL - 0001BP | 3 | EA | $ - 0 | ||
| 0001FT | Mobilization for ITEMS 0001BR - 0001BS | 3 | EA | $ - 0 | ||
| 0001FU | Mobilizaton for ITEMS 0001CC | 2 | EA | $ - 0 | ||
| 0001FV | Mobilization for ITEMS 0001CE - 0001CG | 3 | EA | $ - 0 | ||
| 0001FW | Mobilization for ITEMS 0001EC - 0001EF | 2 | EA | $ - 0 | ||
| 0001FX | Mobilization for ITEMS 0001EH, EJ, EM, EN, EQ | 3 | EA | $ - 0 | ||
| 0001FY | Mobilization for ITEMS 0001GD - 0001GL | 2 | EA | $ - 0 | ||
| 0001FZ | Weekend Mobilization | 5 | EA | $ - 0 | ||
| 0001GA | Holiday Mobilization | 3 | EA | $ - 0 | ||
| 0001GB | Dare County Mobilization | 2 | EA | $ - 0 | ||
| 0001GC | Fort Fisher Mobilization | 2 | EA | $ - 0 | ||
| 0001GD | Remove Railroad Rails | 200 | LF | $ - 0 | ||
| 0001GE | Remove Railroad Ties | 250 | EA | $ - 0 | ||
| 0001GF | Sawcut Railroad Ties | 7 | EA | $ - 0 | ||
| 0001GG | Railroad Ballast | 30 | Theoretical Ton | $ - 0 | ||
| 0001GH | Remove Existing Rubber Crossing | 80 | SF | $ - 0 | ||
| 0001GJ | Rubber Crossing | 40 | TR-FT | $ - 0 | ||
| 0001GK | Railroad Tie | 75 | LF | $ - 0 | ||
| 0001GL | Remove/Reset Railroad Rail | 40 | LF | $ - 0 | ||
| 0001GM | FAA-L823 Connector Kit | 18 | EA | $ - 0 | ||
| 0001GN | FAA-L830 Isolation Transformer 6.6/6.6 AMP | 10 | EA | $ - 0 | ||
| 0001GP | FAA-L858 Guidance/Distance Marker Signs | 2 | EA | $ - 0 | ||
| 0001GQ | FAA-L861 Elevated Taxiway Light | 10 | EA | $ - 0 | ||
| 0001GR | FAA-L852 FlushTaxiway Light | 10 | EA | $ - 0 | ||
| 0001GS | FAA-L867 Base and Accessories | 15 | EA | $ - 0 | ||
| 0001GT | FAA-L868 Base and Accessories | 15 | EA | $ - 0 | ||
| 0001GU | 5KV-XLP Airfield Lighting Cable | 1.5 | Thousand Feet-Linear | $ - 0 | ||
| 0001GV | Floodlight Rental | 3 | Day | $ - 0 | ||
| 0001GW | Floodlight Rental | 1 | Week | $ - 0 | ||
| 0001GX | Floodlight Rental | 1 | Month | $ - 0 | ||
| 0001GY | Parking Lot/Area Lighting - 250W equivalent LED, Rectangular cut-off Type Fixture, 25' Square Aluminum Pole w/ Concrete Base | 6 | EA | $ - 0 | ||
| 0001GZ | Roadway Lighting - 400W equivalent LED, Cobra Head Type Fixture, 25' Round Tapered Aluminum Pole w/ Concrete Base | 3 | EA | $ - 0 | ||
| 0001HA | Pedestrian Path Luminarie - 70W equivalent LED, Rectangular cut-off Type Fixture, 14' Square Aluminum Pole w/ Concrete Base | 4 | EA | $ - 0 | ||
| 0001HB | Pedestrian Path Light Bollard - 70W equivalent LED, 42" High | 4 | EA | $ - 0 | ||
| 0001HE | 1" PVC Conduit and Fittings, SCH 40 | 1900 | LF | $ - 0 | ||
| 0001HL | #12 THWN Copper Conductor | 750 | LF | $ - 0 | ||
| 0001HM | #10 THWN Copper Conductor | 750 | LF | $ - 0 | ||
| 0001HN | #10 Bare Copper Conductor | 900 | LF | $ - 0 | ||
| 0001HP | #8 THWN Copper Conductor | 375 | LF | $ - 0 | ||
| 0001HW | Directional Boring: 1" HDPE SCH 80 Conduit | 225 | LF | $ - 0 | ||
| 0001HX | Combo Lighting Contactor and Disconnect: 240V, 60A, NEMA 3R enclosure w/ Photocontrol Cell | 2 | EA | $ - 0 | ||
| 0001JY | Manhole (0' - 8' Depth) | 3 | EA | $ - 0 | ||
| 0001JZ | Non-priced Items | 1 | LS | 0.00 | $ - 0 | |
| 0001KA | Project Estimating Fee | 3 | EA | $ - 0 | ||
| 0001KB | As-Built Drawings | 75 | Sheets | $ - 0 | ||
| 0001KC | Concrete Joints for Quarter Slab (sawcut, route, seal) | 3500 | LF | $ - 0 | ||
| 0001KD | Athletic Court Surface | 1200 | SY | $ - 0 | ||
| 0001KE | Rubberized Running Track Surface - Acrylic | 600 | SY | $ - 0 | ||
| 0001KF | Rubberized Running Track Surface - Urethane | 600 | SY | $ - 0 | ||
| 0001KG | Geotextiles Used as Filters | 100 | SY | $ - 0 | ||
| 0001KH | Stabilization Fabric | 100 | SY | $ - 0 | ||
| 0001KN | Reinforced Concrete Footings For Drainage Structures 1'-3" to 2'-4" thick 9'-15' below grade | 15 | CY | $ - 0 | ||
| 0001KO | Reinforcing Steel for Footings #6-#11 @ 10"-12" o.c. ea.way top and bottom | 675 | LBS | $ - 0 | ||
| 0001KP | Reinforced Concrete Walls For Drainage Structures 1' to 1'-4" thick 7-11' feet tall | 18 | CY | $ - 0 | ||
| 0001KQ | Reinforcing Steel for Walls for Drainage Structures #5-#6 @ 10"-12" o.c. ea.way both faces | 1512 | LBS | $ - 0 | ||
| 0001KR | Reinforced Concrete Tops For Drainage Structures 1'-2" to 2'-6" thick with thickened edges approx 2'x4' | 18 | CY | $ - 0 | ||
| 0001KS | Reinforcing Steel For Tops for Drainage Structures #4-#5 @ 9" o.c. ea.way top and #6-#10 at 9"-12" o.c. ea. way bottom | 675 | LBS | $ - 0 | ||
| 0001KT | Reinforcing Steel For Edges for Drainage Structures #5-#6 @ 9" o.c. ea.way top and #6-#10 @ 12" o.c.ea. way bottom with # 3 stirrups @ 12" o.c. | 113 | LBS | $ - 0 | ||
| 0001KU | Precast Reinforced Concrete Box Culverts 5'x10' | 40 | LF | $ - 0 | ||
| 0001KV | Precast Reinforced Concrete Box Culverts 6'x14' | 30 | LF | $ - 0 | ||
| 0001KW | Asphalt Crack Repair | 5000 | LF | $ - 0 | ||
| 0001KX | Pavement Interlayer Grid/fabric | 15000 | SY | $ - 0 | ||
| 0001KY | Aircraft Ground Points | 10 | EA | $ - 0 | ||
| 0001KZ | Aircraft Mooring Points | 10 | EA | $ - 0 | ||
| 0001LP | AF Form 103 Processing | |||||
| (Base Civil Engineering Work Clearance) | 10 | EA | $ - 0 | |||
| 0001LQ | Re-coat Existing Acrylic Running Track Surface | 1000 | SY | $ - 0 | ||
| 0001LR | 72" Diam. Half Round Flashboard Riser, H=10' | 2 | EA | $ - 0 | ||
| 0001LS | 72" Diam. Corrugated Aluminum Pipe Culvert | 40 | LF | $ - 0 | ||
| 0001LT | Vinyl Sheet Piling Bulkhead, H= 15' | 75 | LF | $ - 0 | ||
| 0001LU | Bollard Repair | 2 | EA | $ - 0 | ||
| 0001LV | Temporary Seeding and Mulch | 2 | AC | $ - 0 | ||
| Estimated Total for Base Year | $ - 0 |
* To be negotiated for each Task Order.
**It is anticipated that only one large quantity project will be contracted for the life of this contract. Contractor to provide unit pricing for all years, however to determine the low, acceptable bidder, the large quantity pricing will only be used for the base year.
Off Sch Opt Year 1
| Furnish all plant, labor, equipment, and materials and perform all work required at Seymour Johnson Air Force Base, North Carolina in strict accordance with the plans, specifications, and contract terms. | |||||
| OPTION YEAR 1 | |||||
| ITEM NO. | DESCRIPTION | EST QTY* | UNIT | UNIT | |
| PRICE | EST TOTAL |
| 0002AA | Concrete Pavement Removal - Airfield | |||||
| (8" thick or less) | 200 | CY | $ - 0 | |||
| 0002AB | Concrete Pavement Removal - Airfield | |||||
| ( 8" - 15" thick) | 4350 | CY | $ - 0 | |||
| 0002AC | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Less than 1,000 CY) | 510 | CY | $ - 0 | |||
| 0002AD | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Greater than 1,000 CY) | 1195 | CY | $ - 0 | |||
| 0002AE | Concrete Pavement Removal | |||||
| (Other than Airfield) | 100 | CY | $ - 0 | |||
| 0002AF | Curb and Gutter Removal (18" width) | 200 | LF | $ - 0 | ||
| 0002AG | Curb and Gutter Removal (24" width) | 475 | LF | $ - 0 | ||
| 0002AH | Asphalt Pavement Removal | 940 | CY | $ - 0 | ||
| 0002AJ | Clearing and Grubbing (0" to 6" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0002AK | Clearing and Grubbing (7" - 24" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0002AL | Tree Removal - (8" to 12" Diameter) | 6 | EA | $ - 0 | ||
| 0002AM | Tree Removal - (12" - 24" Diameter) | 7 | EA | $ - 0 | ||
| 0002AN | Tree Removal - (Over 24" in Diameter) | 5 | EA | $ - 0 | ||
| 0002AP | Topsoil Removed | |||||
| (Stockpile and Place On-Site) | 400 | CY | $ - 0 | |||
| 0002AQ | Topsoil Removed | |||||
| (Placed Off Base) | 800 | CY | $ - 0 | |||
| 0002AR | Import Topsoil | |||||
| (Place On-Site) | 300 | CY | $ - 0 | |||
| 0002AS | Saw-cut Concrete (Per inch depth) | 125000 | IN-LF | $ - 0 | ||
| 0002AT | Saw-cut Asphalt | 800 | LF | $ - 0 | ||
| 0002AU | Fill | 1875 | CY | $ - 0 | ||
| 0002AV | Unclassified - Excavation Under New Pavement | 750 | CY | $ - 0 | ||
| 0002AW | Unclassified - Excavation Under Existing Pavement | 563 | CY | $ - 0 | ||
| 0002AX | Bulk Excavation ( >5,000 CY) | 5450 | CY | $ - 0 | ||
| 0002AY | Balanced Earthwork | 1900 | CY | $ - 0 | ||
| 0002AZ | Unsuitable Soil | 188 | CY | $ - 0 | ||
| 0002BA | Stabilization Fabric | 1124 | SY | $ - 0 | ||
| 0002BB | Recondition Existing Stone Base | 1200 | SY | $ - 0 | ||
| 0002BC | Aggregate - Base Course | 2000 | Theoretical Ton | $ - 0 | ||
| 0002BD | Milling - Bituminous Pavement | |||||
| (1" depth) | 375 | SY | $ - 0 | |||
| 0002BE | Milling - Bituminous Pavement | |||||
| (1-1/2" depth) | 5000 | SY | $ - 0 | |||
| 0002BF | Milling - Bituminous Pavement | |||||
| (2" depth) | 7000 | SY | $ - 0 | |||
| 0002BG | Milling - Bituminous Pavement | |||||
| (2" depth) (>25,000 sy) | 26000 | SY | $ - 0 | |||
| 0002BH | Milling - Bituminious Pavement | |||||
| (3" depth) | 1200 | SY | $ - 0 | |||
| 0002BJ | Milling - Bituminious Pavement | |||||
| (3" depth) (>25,000 SY) | 24000 | SY | $ - 0 | |||
| 0002BK | Asphalt - Seal coat | 54933 | SY | $ - 0 | ||
| 0002BL | Asphalt Surface Course - Type SF-9.5A | 6000 | Theoretical Ton | $ - 0 | ||
| 0002BM | Asphalt H Binder - Type I-19.0B | 790 | Theoretical Ton | $ - 0 | ||
| 0002BN | Asphalt Base Course - Type B-25.0B | 750 | Theoretical Ton | $ - 0 | ||
| 0002BP | Asphalt Surface Course Type HDS | |||||
| (Stability-3,000 lbs) (1995 NCDOT Spec 645) | 500 | Theoretical Ton | $ - 0 | |||
| 0002BQ | Asphalt Pavement Repair | 38 | Theoretical Ton | $ - 0 | ||
| 0002BR | Concrete Pavement for Airfields | |||||
| (For Task Orders less than 1,000 CY) | 600 | CY | $ - 0 | |||
| 0002BS | Concrete Pavement for Airfields | |||||
| (For Task Orders greater than 1,000 CY) | 3250 | CY | $ - 0 | |||
| 0002BT | High Early Concrete Adder - Weekends | 2510 | CY | $ - 0 | ||
| 0002BU | Concrete Pavement - (Other than Airfields) | 165 | CY | $ - 0 | ||
| 0002BV | Concrete Flowable Fill | 810 | CY | $ - 0 | ||
| 0002BW | Concrete Pavement Repair - (Full Depth) | 50 | CY | $ - 0 | ||
| 0002BX | Concrete Pavement Repair - (Partial Depth) | 94 | SY | $ - 0 | ||
| 0002BY | Concrete Pavement Repair - (Spall Patch) | 75 | SY | $ - 0 | ||
| 0002BZ | Concrete Pavement Repair (Repair Corner Patch) (6") | 38 | SY | $ - 0 | ||
| 0002CA | Concrete Pavement Repair - (Joint Spall) (6") | 38 | SY | $ - 0 | ||
| 0002CB | Concrete Pavement Crack Repair | 750 | LF | $ - 0 | ||
| 0002CC | Concrete Joint Sealant Replacement (Existing Concrete) | 50000 | LF | $ - 0 | ||
| 0002CD | Grooving Airfield Pavement | 4000 | SY | $ - 0 | ||
| 0002CE | 4" Concrete Sidewalk | 38 | CY | $ - 0 | ||
| 0002CF | Concrete Handicap Ramp | 3 | CY | $ - 0 | ||
| 0002CG | 6" Concrete - Driveway | 38 | CY | $ - 0 | ||
| 0002CH | 6" Curb and Gutter (24" Wide - Straight Faced) | 1950 | LF | $ - 0 | ||
| 0002CI | 8" Curb and Gutter (24" Wide - Straight Faced) | 300 | LF | $ - 0 | ||
| 0002CJ | Curb and Gutter (18" Wide - Roller Faced) | 80 | LF | $ - 0 | ||
| 0002CK | Concrete Edging | 75 | LF | $ - 0 | ||
| 0002CL | Removable Bollard | 15 | EA | $ - 0 | ||
| 0002CM | Permanent Bollard | 10 | EA | $ - 0 | ||
| 0002CN | 12" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0002CP | 12" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0002CQ | 15" Drain Pipe - RCP - CLII (0' to 4' Depth | 75 | LF | $ - 0 | ||
| 0002CR | 15" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0002CS | 18" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0002CT | 18" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0002CU | 24" Drain Pipe - RCP - CLII (0' to 4' Depth) | 68 | LF | $ - 0 | ||
| 0002CV | 24" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0002CW | 30" Drain Pipe - RCP - CLII (0' to 4' Depth) | 38 | LF | $ - 0 | ||
| 0002CX | 30" Drain Pipe - RCP - CLII (4' - 6' Depth) | 30 | LF | $ - 0 | ||
| 0002CY | 8" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0002CZ | 12" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0002DA | 12" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0002DB | 15" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0002DC | 15" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0002DD | 18" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0002DE | 18" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0002DF | 24" Drain Pipe - HDPE (0' -4' deep) | 38 | LF | $ - 0 | ||
| 0002DG | 24" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0002DH | 30" Drain Pipe - HDPE (0' -4' deep) | 22 | LF | $ - 0 | ||
| 0002DJ | 30" Drain Pipe - HDPE (4' - 6' deep) | 24 | LF | $ - 0 | ||
| 0002DK | 36" Drain Pipe - HDPE (0' -4' deep) | 30 | LF | $ - 0 | ||
| 0002DL | 36" Drain Pipe - HDPE (4' - 6' deep) | 30 | LF | $ - 0 | ||
| 0002DM | Drop Inlet (0' to 4' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0002DN | Drop Inlet (4' - 6' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0002DP | Catch Basin - Type A (0' to 4' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 4 | EA | $ - 0 | |||
| 0002DQ | Catch Basin - Type A (4' - 6' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 3 | EA | $ - 0 | |||
| 0002DR | Catch Basin - Type B (0' to 4' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0002DS | Catch Basin - Type B (4' - 6' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0002DT | 12" Flared End Section | 2 | EA | $ - 0 | ||
| 0002DU | 15" Flared End Secton | 2 | EA | $ - 0 | ||
| 0002DV | 18" Flared End Section | 2 | EA | $ - 0 | ||
| 0002DW | 24" Flared End Secton | 2 | EA | $ - 0 | ||
| 0002DX | 30" Flared End Secton | 1 | EA | $ - 0 | ||
| 0002DY | Concrete Flume | 3 | CY | $ - 0 | ||
| 0002DZ | Rip-Rap for Drainage | 25 | CY | $ - 0 | ||
| 0002EA | Adjustment of Valve Box to Grade | 5 | EA | $ - 0 | ||
| 0002EB | Adjustment of Manhole to Grade | 3 | EA | $ - 0 | ||
| 0002EC | Removal of Pavement Markings (0' to 100') | 38 | SF | $ - 0 | ||
| 0002ED | Removal of Pavement Markings (101' to 10,000') | 1875 | SF | $ - 0 | ||
| 0002EE | Removal of Pavement Marking (10,001' to 25,000') | 11000 | SF | $ - 0 | ||
| 0002EF | Removal of Pavement Marking (More than 25,000') | 26000 | SF | $ - 0 | ||
| 0002EG | Adder for Removal of LBP Markings | 250 | SF | $ - 0 | ||
| 0002EH | Reflective Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0002EJ | Reflective Striping (Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0002EK | Reflective Striping (Other than Airfield) | 2000 | SF | $ - 0 | ||
| 0002EL | Non-Reflective Striping (Other than Airfield) | 1000 | SF | $ - 0 | ||
| 0002EM | Non-Reflective Black Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0002EN | Non-Reflective Black Striping ( Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0002EP | Reflective Symbols (Other than Airfield) | 150 | SF | $ - 0 | ||
| 0002EQ | Reflective Symbols (Airfield) | 188 | SF | $ - 0 | ||
| 0002ER | Pavement Stencil Painting | 750 | SF | $ - 0 | ||
| 0002ES | Rubber Removal | 540000 | SF | $ - 0 | ||
| 0002ET | Rubber Removal Testing | 1 | EA | $ - 0 | ||
| 0002EU | Polyethylene Panel Installation | 200 | SF | $ - 0 | ||
| 0002EV | Non-Reflective Symbols (Other than Airfield) | 250 | SF | $ - 0 | ||
| 0002EW | Raised Reflective Markers | 4 | EA | $ - 0 | ||
| 0002EX | Wheel Stops | 10 | EA | $ - 0 | ||
| 0002EY | Seeding and Mulch - Hydroseeding | 2 | AC | $ - 0 | ||
| 0002EZ | Seeding and Mulch | 2 | AC | $ - 0 | ||
| 0002FA | Mulch, Lava Rock | 100 | SY | $ - 0 | ||
| 0002FB | Sod - Centipede | 1000 | SY | $ - 0 | ||
| 0002FC | Kousa Dogwood Tree | 2 | EA | $ - 0 | ||
| 0002FD | Bradford Pear Tree | 5 | EA | $ - 0 | ||
| 0002FE | Crepe Myrtle Tree | 5 | EA | $ - 0 | ||
| 0002FF | Erosion and Sediment Control Permit | 2 | AC | $ - 0 | ||
| 0002FG | Silt Fence | 450 | LF | $ - 0 | ||
| 0002FH | Inlet Protection | 8 | EA | $ - 0 | ||
| 0002FJ | Silt Check Dams | 4 | EA | $ - 0 | ||
| 0002FK | FOD Fence | 625 | LF | $ - 0 | ||
| 0002FL | Surveying (Crew) | 32 | HRS | $ - 0 | ||
| 0002FM | Traffic Control Signs | 56 | SF | $ - 0 | ||
| 0002FN | Truck Mounted Vacuum/Sweeper | 6 | DAY | $ - 0 | ||
| 0002FP | Mobilization ITEMS 0002AA - 0002AE | 3 | EA | $ - 0 | ||
| 0002FQ | Mobilizations for ITEM 0002AU | 3 | EA | $ - 0 | ||
| 0002FR | Mobilization for ITEMS 0002BD - 0002BJ | 3 | EA | $ - 0 | ||
| 0002FS | Mobilization for ITEMS 0002BL - 0002BP | 3 | EA | $ - 0 | ||
| 0002FT | Mobilization for ITEMS 0002BR - 0002BS | 3 | EA | $ - 0 | ||
| 0002FU | Mobilizaton for ITEMS 0002CC | 2 | EA | $ - 0 | ||
| 0002FV | Mobilization for ITEMS 0002CE - 0002CG | 3 | EA | $ - 0 | ||
| 0002FW | Mobilization for ITEMS 0002EC - 0002EF | 2 | EA | $ - 0 | ||
| 0002FX | Mobilization for ITEMS 0002EH, EJ, EM, EN, EQ | 3 | EA | $ - 0 | ||
| 0002FY | Mobilization for ITEMS 0002GD - 0002GL | 2 | EA | $ - 0 | ||
| 0002FZ | Weekend Mobilization | 5 | EA | $ - 0 | ||
| 0002GA | Holiday Mobilization | 3 | EA | $ - 0 | ||
| 0002GB | Dare County Mobilization | 2 | EA | $ - 0 | ||
| 0002GC | Fort Fisher Mobilization | 2 | EA | $ - 0 | ||
| 0002GD | Remove Railroad Rails | 200 | LF | $ - 0 | ||
| 0002GE | Remove Railroad Ties | 250 | EA | $ - 0 | ||
| 0002GF | Sawcut Railroad Ties | 7 | EA | $ - 0 | ||
| 0002GG | Railroad Ballast | 30 | Theoretical Ton | $ - 0 | ||
| 0002GH | Remove Existing Rubber Crossing | 80 | SF | $ - 0 | ||
| 0002GJ | Rubber Crossing | 40 | TR-FT | $ - 0 | ||
| 0002GK | Railroad Tie | 75 | LF | $ - 0 | ||
| 0002GL | Remove/Reset Railroad Rail | 40 | LF | $ - 0 | ||
| 0002GM | FAA-L823 Connector Kit | 18 | EA | $ - 0 | ||
| 0002GN | FAA-L830 Isolation Transformer 6.6/6.6 AMP | 10 | EA | $ - 0 | ||
| 0002GP | FAA-L858 Guidance/Distance Marker Signs | 2 | EA | $ - 0 | ||
| 0002GQ | FAA-L861 Elevated Taxiway Light | 10 | EA | $ - 0 | ||
| 0002GR | FAA-L852 FlushTaxiway Light | 10 | EA | $ - 0 | ||
| 0002GS | FAA-L867 Base and Accessories | 15 | EA | $ - 0 | ||
| 0002GT | FAA-L868 Base and Accessories | 15 | EA | $ - 0 | ||
| 0002GU | 5KV-XLP Airfield Lighting Cable | 1.5 | Thousand Feet-Linear | $ - 0 | ||
| 0002GV | Floodlight Rental | 3 | Day | $ - 0 | ||
| 0002GW | Floodlight Rental | 1 | Week | $ - 0 | ||
| 0002GX | Floodlight Rental | 1 | Month | $ - 0 | ||
| 0002GY | Parking Lot/Area Lighting - 250W equivalent LED, Rectangular cut-off Type Fixture, 25' Square Aluminum Pole w/ Concrete Base | 6 | EA | $ - 0 | ||
| 0002GZ | Roadway Lighting - 400W equivalent LED, Cobra Head Type Fixture, 25' Round Tapered Aluminum Pole w/ Concrete Base | 3 | EA | $ - 0 | ||
| 0002HA | Pedestrian Path Luminarie - 70W equivalent LED, Rectangular cut-off Type Fixture, 14' Square Aluminum Pole w/ Concrete Base | 4 | EA | $ - 0 | ||
| 0002HB | Pedestrian Path Light Bollard - 70W equivalent LED, 42" High | 4 | EA | $ - 0 | ||
| 0002HE | 1" PVC Conduit and Fittings, SCH 40 | 1900 | LF | $ - 0 | ||
| 0002HL | #12 THWN Copper Conductor | 750 | LF | $ - 0 | ||
| 0002HM | #10 THWN Copper Conductor | 750 | LF | $ - 0 | ||
| 0002HN | #10 Bare Copper Conductor | 900 | LF | $ - 0 | ||
| 0002HP | #8 THWN Copper Conductor | 375 | LF | $ - 0 | ||
| 0002HW | Directional Boring: 1" HDPE SCH 80 Conduit | 225 | LF | $ - 0 | ||
| 0002HX | Combo Lighting Contactor and Disconnect: 240V, 60A, NEMA 3R enclosure w/ Photocontrol Cell | 2 | EA | $ - 0 | ||
| 0002JY | Manhole (0' - 8' Depth) | 3 | EA | $ - 0 | ||
| 0002JZ | Non-priced Items | 1 | LS | 0.00 | $ - 0 | |
| 0002KA | Project Estimating Fee | 3 | EA | $ - 0 | ||
| 0002KB | As-Built Drawings | 75 | Sheets | $ - 0 | ||
| 0002KC | Concrete Joints for Quarter Slab (sawcut, route, seal) | 3500 | LF | $ - 0 | ||
| 0002KD | Athletic Court Surface | 1200 | SY | $ - 0 | ||
| 0002KE | Rubberized Running Track Surface - Acrylic | 600 | SY | $ - 0 | ||
| 0002KF | Rubberized Running Track Surface - Urethane | 600 | SY | $ - 0 | ||
| 0002KG | Geotextiles Used as Filters | 100 | SY | $ - 0 | ||
| 0002KH | Stabilization Fabric | 100 | SY | $ - 0 | ||
| 0002KN | Reinforced Concrete Footings For Drainage Structures 1'-3" to 2'-4" thick 9'-15' below grade | 15 | CY | $ - 0 | ||
| 0002KO | Reinforcing Steel for Footings #6-#11 @ 10"-12" o.c. ea.way top and bottom | 675 | LBS | $ - 0 | ||
| 0002KP | Reinforced Concrete Walls For Drainage Structures 1' to 1'-4" thick 7-11' feet tall | 18 | CY | $ - 0 | ||
| 0002KQ | Reinforcing Steel for Walls for Drainage Structures #5-#6 @ 10"-12" o.c. ea.way both faces | 1512 | LBS | $ - 0 | ||
| 0002KR | Reinforced Concrete Tops For Drainage Structures 1'-2" to 2'-6" thick with thickened edges approx 2'x4' | 18 | CY | $ - 0 | ||
| 0002KS | Reinforcing Steel For Tops for Drainage Structures #4-#5 @ 9" o.c. ea.way top and #6-#10 at 9"-12" o.c. ea. way bottom | 675 | LBS | $ - 0 | ||
| 0002KT | Reinforcing Steel For Edges for Drainage Structures #5-#6 @ 9" o.c. ea.way top and #6-#10 @ 12" o.c.ea. way bottom with # 3 stirrups @ 12" o.c. | 113 | LBS | $ - 0 | ||
| 0002KU | Precast Reinforced Concrete Box Culverts 5'x10' | 40 | LF | $ - 0 | ||
| 0002KV | Precast Reinforced Concrete Box Culverts 6'x14' | 30 | LF | $ - 0 | ||
| 0002KW | Asphalt Crack Repair | 5000 | LF | $ - 0 | ||
| 0002KX | Pavement Interlayer Grid/fabric | 15000 | SY | $ - 0 | ||
| 0002KY | Aircraft Ground Points | 10 | EA | $ - 0 | ||
| 0002KZ | Aircraft Mooring Points | 10 | EA | $ - 0 | ||
| 0002LP | AF Form 103 Processing | |||||
| (Base Civil Engineering Work Clearance) | 10 | EA | $ - 0 | |||
| 0002LQ | Re-coat Existing Acrylic Running Track Surface | 1000 | SY | $ - 0 | ||
| 0002LR | 72" Diam. Half Round Flashboard Riser, H=10' | 2 | EA | $ - 0 | ||
| 0002LS | 72" Diam. Corrugated Aluminum Pipe Culvert | 40 | LF | $ - 0 | ||
| 0002LT | Vinyl Sheet Piling Bulkhead, H= 15' | 75 | LF | $ - 0 | ||
| 0002LU | Bollard Repair | 2 | EA | $ - 0 | ||
| 0002LV | Temporary Seeding and Mulch | 2 | AC | $ - 0 | ||
| Estimated Total for Option Year 1 | $ - 0 |
* To be negotiated for each Task Order.
**It is anticipated that only one large quantity project will be contracted for the life of this contract. Contractor to provide unit pricing for all years, however to determine the low, acceptable bidder, the large quantity pricing will only be used for the base year.
Off Sch Opt Year 2
| Furnish all plant, labor, equipment, and materials and perform all work required at Seymour Johnson Air Force Base, North Carolina in strict accordance with the plans, specifications, and contract terms. | |||||
| OPTION YEAR 2 | |||||
| ITEM NO. | DESCRIPTION | EST QTY* | UNIT | UNIT | |
| PRICE | EST TOTAL |
| 0003AA | Concrete Pavement Removal - Airfield | |||||
| (8" thick or less) | 200 | CY | $ - 0 | |||
| 0003AB | Concrete Pavement Removal - Airfield | |||||
| ( 8" - 15" thick) | 4350 | CY | $ - 0 | |||
| 0003AC | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Less than 1,000 CY) | 510 | CY | $ - 0 | |||
| 0003AD | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Greater than 1,000 CY) | 1195 | CY | $ - 0 | |||
| 0003AE | Concrete Pavement Removal | |||||
| (Other than Airfield) | 100 | CY | $ - 0 | |||
| 0003AF | Curb and Gutter Removal (18" width) | 200 | LF | $ - 0 | ||
| 0003AG | Curb and Gutter Removal (24" width) | 475 | LF | $ - 0 | ||
| 0003AH | Asphalt Pavement Removal | 940 | CY | $ - 0 | ||
| 0003AJ | Clearing and Grubbing (0" to 6" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0003AK | Clearing and Grubbing (7" - 24" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0003AL | Tree Removal - (8" to 12" Diameter) | 6 | EA | $ - 0 | ||
| 0003AM | Tree Removal - (12" - 24" Diameter) | 7 | EA | $ - 0 | ||
| 0003AN | Tree Removal - (Over 24" in Diameter) | 5 | EA | $ - 0 | ||
| 0003AP | Topsoil Removed | |||||
| (Stockpile and Place On-Site) | 400 | CY | $ - 0 | |||
| 0003AQ | Topsoil Removed | |||||
| (Placed Off Base) | 800 | CY | $ - 0 | |||
| 0003AR | Import Topsoil | |||||
| (Place On-Site) | 300 | CY | $ - 0 | |||
| 0003AS | Saw-cut Concrete (Per inch depth) | 125000 | IN-LF | $ - 0 | ||
| 0003AT | Saw-cut Asphalt | 800 | LF | $ - 0 | ||
| 0003AU | Fill | 1875 | CY | $ - 0 | ||
| 0003AV | Unclassified - Excavation Under New Pavement | 750 | CY | $ - 0 | ||
| 0003AW | Unclassified - Excavation Under Existing Pavement | 563 | CY | $ - 0 | ||
| 0003AX | Bulk Excavation ( >5,000 CY) | 5450 | CY | $ - 0 | ||
| 0003AY | Balanced Earthwork | 1900 | CY | $ - 0 | ||
| 0003AZ | Unsuitable Soil | 188 | CY | $ - 0 | ||
| 0003BA | Stabilization Fabric | 1124 | SY | $ - 0 | ||
| 0003BB | Recondition Existing Stone Base | 1200 | SY | $ - 0 | ||
| 0003BC | Aggregate - Base Course | 2000 | Theoretical Ton | $ - 0 | ||
| 0003BD | Milling - Bituminous Pavement | |||||
| (1" depth) | 375 | SY | $ - 0 | |||
| 0003BE | Milling - Bituminous Pavement | |||||
| (1-1/2" depth) | 5000 | SY | $ - 0 | |||
| 0003BF | Milling - Bituminous Pavement | |||||
| (2" depth) | 7000 | SY | $ - 0 | |||
| 0003BG | Milling - Bituminous Pavement | |||||
| (2" depth) (>25,000 sy) | 26000 | SY | $ - 0 | |||
| 0003BH | Milling - Bituminious Pavement | |||||
| (3" depth) | 1200 | SY | $ - 0 | |||
| 0003BJ | Milling - Bituminious Pavement | |||||
| (3" depth) (>25,000 SY) | 24000 | SY | $ - 0 | |||
| 0003BK | Asphalt - Seal coat | 54933 | SY | $ - 0 | ||
| 0003BL | Asphalt Surface Course - Type SF-9.5A | 6000 | Theoretical Ton | $ - 0 | ||
| 0003BM | Asphalt H Binder - Type I-19.0B | 790 | Theoretical Ton | $ - 0 | ||
| 0003BN | Asphalt Base Course - Type B-25.0B | 750 | Theoretical Ton | $ - 0 | ||
| 0003BP | Asphalt Surface Course Type HDS | |||||
| (Stability-3,000 lbs) (1995 NCDOT Spec 645) | 500 | Theoretical Ton | $ - 0 | |||
| 0003BQ | Asphalt Pavement Repair | 38 | Theoretical Ton | $ - 0 | ||
| 0003BR | Concrete Pavement for Airfields | |||||
| (For Task Orders less than 1,000 CY) | 600 | CY | $ - 0 | |||
| 0003BS | Concrete Pavement for Airfields | |||||
| (For Task Orders greater than 1,000 CY) | 3250 | CY | $ - 0 | |||
| 0003BT | High Early Concrete Adder - Weekends | 2510 | CY | $ - 0 | ||
| 0003BU | Concrete Pavement - (Other than Airfields) | 165 | CY | $ - 0 | ||
| 0003BV | Concrete Flowable Fill | 810 | CY | $ - 0 | ||
| 0003BW | Concrete Pavement Repair - (Full Depth) | 50 | CY | $ - 0 | ||
| 0003BX | Concrete Pavement Repair - (Partial Depth) | 94 | SY | $ - 0 | ||
| 0003BY | Concrete Pavement Repair - (Spall Patch) | 75 | SY | $ - 0 | ||
| 0003BZ | Concrete Pavement Repair (Repair Corner Patch) (6") | 38 | SY | $ - 0 | ||
| 0003CA | Concrete Pavement Repair - (Joint Spall) (6") | 38 | SY | $ - 0 | ||
| 0003CB | Concrete Pavement Crack Repair | 750 | LF | $ - 0 | ||
| 0003CC | Concrete Joint Sealant Replacement (Existing Concrete) | 50000 | LF | $ - 0 | ||
| 0003CD | Grooving Airfield Pavement | 4000 | SY | $ - 0 | ||
| 0003CE | 4" Concrete Sidewalk | 38 | CY | $ - 0 | ||
| 0003CF | Concrete Handicap Ramp | 3 | CY | $ - 0 | ||
| 0003CG | 6" Concrete - Driveway | 38 | CY | $ - 0 | ||
| 0003CH | 6" Curb and Gutter (24" Wide - Straight Faced) | 1950 | LF | $ - 0 | ||
| 0003CI | 8" Curb and Gutter (24" Wide - Straight Faced) | 300 | LF | $ - 0 | ||
| 0003CJ | Curb and Gutter (18" Wide - Roller Faced) | 80 | LF | $ - 0 | ||
| 0003CK | Concrete Edging | 75 | LF | $ - 0 | ||
| 0003CL | Removable Bollard | 15 | EA | $ - 0 | ||
| 0003CM | Permanent Bollard | 10 | EA | $ - 0 | ||
| 0003CN | 12" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0003CP | 12" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0003CQ | 15" Drain Pipe - RCP - CLII (0' to 4' Depth | 75 | LF | $ - 0 | ||
| 0003CR | 15" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0003CS | 18" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0003CT | 18" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0003CU | 24" Drain Pipe - RCP - CLII (0' to 4' Depth) | 68 | LF | $ - 0 | ||
| 0003CV | 24" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0003CW | 30" Drain Pipe - RCP - CLII (0' to 4' Depth) | 38 | LF | $ - 0 | ||
| 0003CX | 30" Drain Pipe - RCP - CLII (4' - 6' Depth) | 30 | LF | $ - 0 | ||
| 0003CY | 8" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0003CZ | 12" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0003DA | 12" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0003DB | 15" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0003DC | 15" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0003DD | 18" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0003DE | 18" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0003DF | 24" Drain Pipe - HDPE (0' -4' deep) | 38 | LF | $ - 0 | ||
| 0003DG | 24" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0003DH | 30" Drain Pipe - HDPE (0' -4' deep) | 22 | LF | $ - 0 | ||
| 0003DJ | 30" Drain Pipe - HDPE (4' - 6' deep) | 24 | LF | $ - 0 | ||
| 0003DK | 36" Drain Pipe - HDPE (0' -4' deep) | 30 | LF | $ - 0 | ||
| 0003DL | 36" Drain Pipe - HDPE (4' - 6' deep) | 30 | LF | $ - 0 | ||
| 0003DM | Drop Inlet (0' to 4' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0003DN | Drop Inlet (4' - 6' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0003DP | Catch Basin - Type A (0' to 4' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 4 | EA | $ - 0 | |||
| 0003DQ | Catch Basin - Type A (4' - 6' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 3 | EA | $ - 0 | |||
| 0003DR | Catch Basin - Type B (0' to 4' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0003DS | Catch Basin - Type B (4' - 6' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0003DT | 12" Flared End Section | 2 | EA | $ - 0 | ||
| 0003DU | 15" Flared End Secton | 2 | EA | $ - 0 | ||
| 0003DV | 18" Flared End Section | 2 | EA | $ - 0 | ||
| 0003DW | 24" Flared End Secton | 2 | EA | $ - 0 | ||
| 0003DX | 30" Flared End Secton | 1 | EA | $ - 0 | ||
| 0003DY | Concrete Flume | 3 | CY | $ - 0 | ||
| 0003DZ | Rip-Rap for Drainage | 25 | CY | $ - 0 | ||
| 0003EA | Adjustment of Valve Box to Grade | 5 | EA | $ - 0 | ||
| 0003EB | Adjustment of Manhole to Grade | 3 | EA | $ - 0 | ||
| 0003EC | Removal of Pavement Markings (0' to 100') | 38 | SF | $ - 0 | ||
| 0003ED | Removal of Pavement Markings (101' to 10,000') | 1875 | SF | $ - 0 | ||
| 0003EE | Removal of Pavement Marking (10,001' to 25,000') | 11000 | SF | $ - 0 | ||
| 0003EF | Removal of Pavement Marking (More than 25,000') | 26000 | SF | $ - 0 | ||
| 0003EG | Adder for Removal of LBP Markings | 250 | SF | $ - 0 | ||
| 0003EH | Reflective Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0003EJ | Reflective Striping (Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0003EK | Reflective Striping (Other than Airfield) | 2000 | SF | $ - 0 | ||
| 0003EL | Non-Reflective Striping (Other than Airfield) | 1000 | SF | $ - 0 | ||
| 0003EM | Non-Reflective Black Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0003EN | Non-Reflective Black Striping ( Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0003EP | Reflective Symbols (Other than Airfield) | 150 | SF | $ - 0 | ||
| 0003EQ | Reflective Symbols (Airfield) | 188 | SF | $ - 0 | ||
| 0003ER | Pavement Stencil Painting | 750 | SF | $ - 0 | ||
| 0003ES | Rubber Removal | 540000 | SF | $ - 0 | ||
| 0003ET | Rubber Removal Testing | 1 | EA | $ - 0 | ||
| 0003EU | Polyethylene Panel Installation | 200 | SF | $ - 0 | ||
| 0003EV | Non-Reflective Symbols (Other than Airfield) | 250 | SF | $ - 0 | ||
| 0003EW | Raised Reflective Markers | 4 | EA | $ - 0 | ||
| 0003EX | Wheel Stops | 10 | EA | $ - 0 | ||
| 0003EY | Seeding and Mulch - Hydroseeding | 2 | AC | $ - 0 | ||
| 0003EZ | Seeding and Mulch | 2 | AC | $ - 0 | ||
| 0003FA | Mulch, Lava Rock | 100 | SY | $ - 0 | ||
| 0003FB | Sod - Centipede | 1000 | SY | $ - 0 | ||
| 0003FC | Kousa Dogwood Tree | 2 | EA | $ - 0 | ||
| 0003FD | Bradford Pear Tree | 5 | EA | $ - 0 | ||
| 0003FE | Crepe Myrtle Tree | 5 | EA | $ - 0 | ||
| 0003FF | Erosion and Sediment Control Permit | 2 | AC | $ - 0 | ||
| 0003FG | Silt Fence | 450 | LF | $ - 0 | ||
| 0003FH | Inlet Protection | 8 | EA | $ - 0 | ||
| 0003FJ | Silt Check Dams | 4 | EA | $ - 0 | ||
| 0003FK | FOD Fence | 625 | LF | $ - 0 | ||
| 0003FL | Surveying (Crew) | 32 | HRS | $ - 0 | ||
| 0003FM | Traffic Control Signs | 56 | SF | $ - 0 | ||
| 0003FN | Truck Mounted Vacuum/Sweeper | 6 | DAY | $ - 0 | ||
| 0003FP | Mobilization ITEMS 0003AA - 0003AE | 3 | EA | $ - 0 | ||
| 0003FQ | Mobilizations for ITEM 0003AU | 3 | EA | $ - 0 | ||
| 0003FR | Mobilization for ITEMS 0003BD - 0003BJ | 3 | EA | $ - 0 | ||
| 0003FS | Mobilization for ITEMS 0003BL - 0003BP | 3 | EA | $ - 0 | ||
| 0003FT | Mobilization for ITEMS 0003BR - 0003BS | 3 | EA | $ - 0 | ||
| 0003FU | Mobilizaton for ITEMS 0003CC | 2 | EA | $ - 0 | ||
| 0003FV | Mobilization for ITEMS 0003CE - 0003CG | 3 | EA | $ - 0 | ||
| 0003FW | Mobilization for ITEMS 0003EC - 0003EF | 2 | EA | $ - 0 | ||
| 0003FX | Mobilization for ITEMS 0003EH, EJ, EM, EN, EQ | 3 | EA | $ - 0 | ||
| 0003FY | Mobilization for ITEMS 0003GD - 0003GL | 2 | EA | $ - 0 | ||
| 0003FZ | Weekend Mobilization | 5 | EA | $ - 0 | ||
| 0003GA | Holiday Mobilization | 3 | EA | $ - 0 | ||
| 0003GB | Dare County Mobilization | 2 | EA | $ - 0 | ||
| 0003GC | Fort Fisher Mobilization | 2 | EA | $ - 0 | ||
| 0003GD | Remove Railroad Rails | 200 | LF | $ - 0 | ||
| 0003GE | Remove Railroad Ties | 250 | EA | $ - 0 | ||
| 0003GF | Sawcut Railroad Ties | 7 | EA | $ - 0 | ||
| 0003GG | Railroad Ballast | 30 | Theoretical Ton | $ - 0 | ||
| 0003GH | Remove Existing Rubber Crossing | 80 | SF | $ - 0 | ||
| 0003GJ | Rubber Crossing | 40 | TR-FT | $ - 0 | ||
| 0003GK | Railroad Tie | 75 | LF | $ - 0 | ||
| 0003GL | Remove/Reset Railroad Rail | 40 | LF | $ - 0 | ||
| 0003GM | FAA-L823 Connector Kit | 18 | EA | $ - 0 | ||
| 0003GN | FAA-L830 Isolation Transformer 6.6/6.6 AMP | 10 | EA | $ - 0 | ||
| 0003GP | FAA-L858 Guidance/Distance Marker Signs | 2 | EA | $ - 0 | ||
| 0003GQ | FAA-L861 Elevated Taxiway Light | 10 | EA | $ - 0 | ||
| 0003GR | FAA-L852 FlushTaxiway Light | 10 | EA | $ - 0 | ||
| 0003GS | FAA-L867 Base and Accessories | 15 | EA | $ - 0 | ||
| 0003GT | FAA-L868 Base and Accessories | 15 | EA | $ - 0 | ||
| 0003GU | 5KV-XLP Airfield Lighting Cable | 1.5 | Thousand Feet-Linear | $ - 0 | ||
| 0003GV | Floodlight Rental | 3 | Day | $ - 0 | ||
| 0003GW | Floodlight Rental | 1 | Week | $ - 0 | ||
| 0003GX | Floodlight Rental | 1 | Month | $ - 0 | ||
| 0003GY | Parking Lot/Area Lighting - 250W equivalent LED, Rectangular cut-off Type Fixture, 25' Square Aluminum Pole w/ Concrete Base | 6 | EA | $ - 0 | ||
| 0003GZ | Roadway Lighting - 400W equivalent LED, Cobra Head Type Fixture, 25' Round Tapered Aluminum Pole w/ Concrete Base | 3 | EA | $ - 0 | ||
| 0003HA | Pedestrian Path Luminarie - 70W equivalent LED, Rectangular cut-off Type Fixture, 14' Square Aluminum Pole w/ Concrete Base | 4 | EA | $ - 0 | ||
| 0003HB | Pedestrian Path Light Bollard - 70W equivalent LED, 42" High | 4 | EA | $ - 0 | ||
| 0003HE | 1" PVC Conduit and Fittings, SCH 40 | 1900 | LF | $ - 0 | ||
| 0003HL | #12 THWN Copper Conductor | 750 | LF | $ - 0 | ||
| 0003HM | #10 THWN Copper Conductor | 750 | LF | $ - 0 | ||
| 0003HN | #10 Bare Copper Conductor | 900 | LF | $ - 0 | ||
| 0003HP | #8 THWN Copper Conductor | 375 | LF | $ - 0 | ||
| 0003HW | Directional Boring: 1" HDPE SCH 80 Conduit | 225 | LF | $ - 0 | ||
| 0003HX | Combo Lighting Contactor and Disconnect: 240V, 60A, NEMA 3R enclosure w/ Photocontrol Cell | 2 | EA | $ - 0 | ||
| 0003JY | Manhole (0' - 8' Depth) | 3 | EA | $ - 0 | ||
| 0003JZ | Non-priced Items | 1 | LS | 0.00 | $ - 0 | |
| 0003KA | Project Estimating Fee | 3 | EA | $ - 0 | ||
| 0003KB | As-Built Drawings | 75 | Sheets | $ - 0 | ||
| 0003KC | Concrete Joints for Quarter Slab (sawcut, route, seal) | 3500 | LF | $ - 0 | ||
| 0003KD | Athletic Court Surface | 1200 | SY | $ - 0 | ||
| 0003KE | Rubberized Running Track Surface - Acrylic | 600 | SY | $ - 0 | ||
| 0003KF | Rubberized Running Track Surface - Urethane | 600 | SY | $ - 0 | ||
| 0003KG | Geotextiles Used as Filters | 100 | SY | $ - 0 | ||
| 0003KH | Stabilization Fabric | 100 | SY | $ - 0 | ||
| 0003KN | Reinforced Concrete Footings For Drainage Structures 1'-3" to 2'-4" thick 9'-15' below grade | 15 | CY | $ - 0 | ||
| 0003KO | Reinforcing Steel for Footings #6-#11 @ 10"-12" o.c. ea.way top and bottom | 675 | LBS | $ - 0 | ||
| 0003KP | Reinforced Concrete Walls For Drainage Structures 1' to 1'-4" thick 7-11' feet tall | 18 | CY | $ - 0 | ||
| 0003KQ | Reinforcing Steel for Walls for Drainage Structures #5-#6 @ 10"-12" o.c. ea.way both faces | 1512 | LBS | $ - 0 | ||
| 0003KR | Reinforced Concrete Tops For Drainage Structures 1'-2" to 2'-6" thick with thickened edges approx 2'x4' | 18 | CY | $ - 0 | ||
| 0003KS | Reinforcing Steel For Tops for Drainage Structures #4-#5 @ 9" o.c. ea.way top and #6-#10 at 9"-12" o.c. ea. way bottom | 675 | LBS | $ - 0 | ||
| 0003KT | Reinforcing Steel For Edges for Drainage Structures #5-#6 @ 9" o.c. ea.way top and #6-#10 @ 12" o.c.ea. way bottom with # 3 stirrups @ 12" o.c. | 113 | LBS | $ - 0 | ||
| 0003KU | Precast Reinforced Concrete Box Culverts 5'x10' | 40 | LF | $ - 0 | ||
| 0003KV | Precast Reinforced Concrete Box Culverts 6'x14' | 30 | LF | $ - 0 | ||
| 0003KW | Asphalt Crack Repair | 5000 | LF | $ - 0 | ||
| 0003KX | Pavement Interlayer Grid/fabric | 15000 | SY | $ - 0 | ||
| 0003KY | Aircraft Ground Points | 10 | EA | $ - 0 | ||
| 0003KZ | Aircraft Mooring Points | 10 | EA | $ - 0 | ||
| 0003LP | AF Form 103 Processing | |||||
| (Base Civil Engineering Work Clearance) | 10 | EA | $ - 0 | |||
| 0003LQ | Re-coat Existing Acrylic Running Track Surface | 1000 | SY | $ - 0 | ||
| 0003LR | 72" Diam. Half Round Flashboard Riser, H=10' | 2 | EA | $ - 0 | ||
| 0003LS | 72" Diam. Corrugated Aluminum Pipe Culvert | 40 | LF | $ - 0 | ||
| 0003LT | Vinyl Sheet Piling Bulkhead, H= 15' | 75 | LF | $ - 0 | ||
| 0003LU | Bollard Repair | 2 | EA | $ - 0 | ||
| 0003LV | Temporary Seeding and Mulch | 2 | AC | $ - 0 | ||
| Estimated Total for Option Year 2 | $ - 0 |
* To be negotiated for each Task Order.
**It is anticipated that only one large quantity project will be contracted for the life of this contract. Contractor to provide unit pricing for all years, however to determine the low, acceptable bidder, the large quantity pricing will only be used for the base year.
Off Sch Opt Year 3
| Furnish all plant, labor, equipment, and materials and perform all work required at Seymour Johnson Air Force Base, North Carolina in strict accordance with the plans, specifications, and contract terms. | |||||
| OPTION YEAR 3 | |||||
| ITEM NO. | DESCRIPTION | EST QTY* | UNIT | UNIT | |
| PRICE | EST TOTAL |
| 0004AA | Concrete Pavement Removal - Airfield | |||||
| (8" thick or less) | 200 | CY | $ - 0 | |||
| 0004AB | Concrete Pavement Removal - Airfield | |||||
| ( 8" - 15" thick) | 4350 | CY | $ - 0 | |||
| 0004AC | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Less than 1,000 CY) | 510 | CY | $ - 0 | |||
| 0004AD | Concrete Pavement Removal - Airfield | |||||
| (Over 15" thick for Task Orders Greater than 1,000 CY) | 1195 | CY | $ - 0 | |||
| 0004AE | Concrete Pavement Removal | |||||
| (Other than Airfield) | 100 | CY | $ - 0 | |||
| 0004AF | Curb and Gutter Removal (18" width) | 200 | LF | $ - 0 | ||
| 0004AG | Curb and Gutter Removal (24" width) | 475 | LF | $ - 0 | ||
| 0004AH | Asphalt Pavement Removal | 940 | CY | $ - 0 | ||
| 0004AJ | Clearing and Grubbing (0" to 6" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0004AK | Clearing and Grubbing (7" - 24" Trees) | |||||
| (Include Bond Costs) | 2 | AC | $ - 0 | |||
| 0004AL | Tree Removal - (8" to 12" Diameter) | 6 | EA | $ - 0 | ||
| 0004AM | Tree Removal - (12" - 24" Diameter) | 7 | EA | $ - 0 | ||
| 0004AN | Tree Removal - (Over 24" in Diameter) | 5 | EA | $ - 0 | ||
| 0004AP | Topsoil Removed | |||||
| (Stockpile and Place On-Site) | 400 | CY | $ - 0 | |||
| 0004AQ | Topsoil Removed | |||||
| (Placed Off Base) | 800 | CY | $ - 0 | |||
| 0004AR | Import Topsoil | |||||
| (Place On-Site) | 300 | CY | $ - 0 | |||
| 0004AS | Saw-cut Concrete (Per inch depth) | 125000 | IN-LF | $ - 0 | ||
| 0004AT | Saw-cut Asphalt | 800 | LF | $ - 0 | ||
| 0004AU | Fill | 1875 | CY | $ - 0 | ||
| 0004AV | Unclassified - Excavation Under New Pavement | 750 | CY | $ - 0 | ||
| 0004AW | Unclassified - Excavation Under Existing Pavement | 563 | CY | $ - 0 | ||
| 0004AX | Bulk Excavation ( >5,000 CY) | 5450 | CY | $ - 0 | ||
| 0004AY | Balanced Earthwork | 1900 | CY | $ - 0 | ||
| 0004AZ | Unsuitable Soil | 188 | CY | $ - 0 | ||
| 0004BA | Stabilization Fabric | 1124 | SY | $ - 0 | ||
| 0004BB | Recondition Existing Stone Base | 1200 | SY | $ - 0 | ||
| 0004BC | Aggregate - Base Course | 2000 | Theoretical Ton | $ - 0 | ||
| 0004BD | Milling - Bituminous Pavement | |||||
| (1" depth) | 375 | SY | $ - 0 | |||
| 0004BE | Milling - Bituminous Pavement | |||||
| (1-1/2" depth) | 5000 | SY | $ - 0 | |||
| 0004BF | Milling - Bituminous Pavement | |||||
| (2" depth) | 7000 | SY | $ - 0 | |||
| 0004BG | Milling - Bituminous Pavement | |||||
| (2" depth) (>25,000 sy) | 26000 | SY | $ - 0 | |||
| 0004BH | Milling - Bituminious Pavement | |||||
| (3" depth) | 1200 | SY | $ - 0 | |||
| 0004BJ | Milling - Bituminious Pavement | |||||
| (3" depth) (>25,000 SY) | 24000 | SY | $ - 0 | |||
| 0004BK | Asphalt - Seal coat | 54933 | SY | $ - 0 | ||
| 0004BL | Asphalt Surface Course - Type SF-9.5A | 6000 | Theoretical Ton | $ - 0 | ||
| 0004BM | Asphalt H Binder - Type I-19.0B | 790 | Theoretical Ton | $ - 0 | ||
| 0004BN | Asphalt Base Course - Type B-25.0B | 750 | Theoretical Ton | $ - 0 | ||
| 0004BP | Asphalt Surface Course Type HDS | |||||
| (Stability-3,000 lbs) (1995 NCDOT Spec 645) | 500 | Theoretical Ton | $ - 0 | |||
| 0004BQ | Asphalt Pavement Repair | 38 | Theoretical Ton | $ - 0 | ||
| 0004BR | Concrete Pavement for Airfields | |||||
| (For Task Orders less than 1,000 CY) | 600 | CY | $ - 0 | |||
| 0004BS | Concrete Pavement for Airfields | |||||
| (For Task Orders greater than 1,000 CY) | 3250 | CY | $ - 0 | |||
| 0004BT | High Early Concrete Adder - Weekends | 2510 | CY | $ - 0 | ||
| 0004BU | Concrete Pavement - (Other than Airfields) | 165 | CY | $ - 0 | ||
| 0004BV | Concrete Flowable Fill | 810 | CY | $ - 0 | ||
| 0004BW | Concrete Pavement Repair - (Full Depth) | 50 | CY | $ - 0 | ||
| 0004BX | Concrete Pavement Repair - (Partial Depth) | 94 | SY | $ - 0 | ||
| 0004BY | Concrete Pavement Repair - (Spall Patch) | 75 | SY | $ - 0 | ||
| 0004BZ | Concrete Pavement Repair (Repair Corner Patch) (6") | 38 | SY | $ - 0 | ||
| 0004CA | Concrete Pavement Repair - (Joint Spall) (6") | 38 | SY | $ - 0 | ||
| 0004CB | Concrete Pavement Crack Repair | 750 | LF | $ - 0 | ||
| 0004CC | Concrete Joint Sealant Replacement (Existing Concrete) | 50000 | LF | $ - 0 | ||
| 0004CD | Grooving Airfield Pavement | 4000 | SY | $ - 0 | ||
| 0004CE | 4" Concrete Sidewalk | 38 | CY | $ - 0 | ||
| 0004CF | Concrete Handicap Ramp | 3 | CY | $ - 0 | ||
| 0004CG | 6" Concrete - Driveway | 38 | CY | $ - 0 | ||
| 0004CH | 6" Curb and Gutter (24" Wide - Straight Faced) | 1950 | LF | $ - 0 | ||
| 0004CI | 8" Curb and Gutter (24" Wide - Straight Faced) | 300 | LF | $ - 0 | ||
| 0004CJ | Curb and Gutter (18" Wide - Roller Faced) | 80 | LF | $ - 0 | ||
| 0004CK | Concrete Edging | 75 | LF | $ - 0 | ||
| 0004CL | Removable Bollard | 15 | EA | $ - 0 | ||
| 0004CM | Permanent Bollard | 10 | EA | $ - 0 | ||
| 0004CN | 12" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0004CP | 12" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0004CQ | 15" Drain Pipe - RCP - CLII (0' to 4' Depth | 75 | LF | $ - 0 | ||
| 0004CR | 15" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0004CS | 18" Drain Pipe - RCP - CLII (0' to 4' Depth) | 75 | LF | $ - 0 | ||
| 0004CT | 18" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0004CU | 24" Drain Pipe - RCP - CLII (0' to 4' Depth) | 68 | LF | $ - 0 | ||
| 0004CV | 24" Drain Pipe - RCP - CLII (4' - 6' Depth) | 38 | LF | $ - 0 | ||
| 0004CW | 30" Drain Pipe - RCP - CLII (0' to 4' Depth) | 38 | LF | $ - 0 | ||
| 0004CX | 30" Drain Pipe - RCP - CLII (4' - 6' Depth) | 30 | LF | $ - 0 | ||
| 0004CY | 8" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0004CZ | 12" Drain Pipe - HDPE (0' -4' deep) | 15 | LF | $ - 0 | ||
| 0004DA | 12" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0004DB | 15" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0004DC | 15" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0004DD | 18" Drain Pipe - HDPE (0' -4' deep) | 75 | LF | $ - 0 | ||
| 0004DE | 18" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0004DF | 24" Drain Pipe - HDPE (0' -4' deep) | 38 | LF | $ - 0 | ||
| 0004DG | 24" Drain Pipe - HDPE (4' - 6' deep) | 15 | LF | $ - 0 | ||
| 0004DH | 30" Drain Pipe - HDPE (0' -4' deep) | 22 | LF | $ - 0 | ||
| 0004DJ | 30" Drain Pipe - HDPE (4' - 6' deep) | 24 | LF | $ - 0 | ||
| 0004DK | 36" Drain Pipe - HDPE (0' -4' deep) | 30 | LF | $ - 0 | ||
| 0004DL | 36" Drain Pipe - HDPE (4' - 6' deep) | 30 | LF | $ - 0 | ||
| 0004DM | Drop Inlet (0' to 4' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0004DN | Drop Inlet (4' - 6' Depth) | |||||
| (NCDOT 840.14B or 840.14C) | 4 | EA | $ - 0 | |||
| 0004DP | Catch Basin - Type A (0' to 4' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 4 | EA | $ - 0 | |||
| 0004DQ | Catch Basin - Type A (4' - 6' Depth) | |||||
| (NCDOT 840.01B or 840.02B) | 3 | EA | $ - 0 | |||
| 0004DR | Catch Basin - Type B (0' to 4' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0004DS | Catch Basin - Type B (4' - 6' Depth) | |||||
| (NCDOT 840.04C or 840.05D) | 3 | EA | $ - 0 | |||
| 0004DT | 12" Flared End Section | 2 | EA | $ - 0 | ||
| 0004DU | 15" Flared End Secton | 2 | EA | $ - 0 | ||
| 0004DV | 18" Flared End Section | 2 | EA | $ - 0 | ||
| 0004DW | 24" Flared End Secton | 2 | EA | $ - 0 | ||
| 0004DX | 30" Flared End Secton | 1 | EA | $ - 0 | ||
| 0004DY | Concrete Flume | 3 | CY | $ - 0 | ||
| 0004DZ | Rip-Rap for Drainage | 25 | CY | $ - 0 | ||
| 0004EA | Adjustment of Valve Box to Grade | 5 | EA | $ - 0 | ||
| 0004EB | Adjustment of Manhole to Grade | 3 | EA | $ - 0 | ||
| 0004EC | Removal of Pavement Markings (0' to 100') | 38 | SF | $ - 0 | ||
| 0004ED | Removal of Pavement Markings (101' to 10,000') | 1875 | SF | $ - 0 | ||
| 0004EE | Removal of Pavement Marking (10,001' to 25,000') | 11000 | SF | $ - 0 | ||
| 0004EF | Removal of Pavement Marking (More than 25,000') | 26000 | SF | $ - 0 | ||
| 0004EG | Adder for Removal of LBP Markings | 250 | SF | $ - 0 | ||
| 0004EH | Reflective Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0004EJ | Reflective Striping (Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0004EK | Reflective Striping (Other than Airfield) | 2000 | SF | $ - 0 | ||
| 0004EL | Non-Reflective Striping (Other than Airfield) | 1000 | SF | $ - 0 | ||
| 0004EM | Non-Reflective Black Striping (Airfield) | 2000 | SF | $ - 0 | ||
| 0004EN | Non-Reflective Black Striping ( Airfield) (>10,000 SF) | 80000 | SF | $ - 0 | ||
| 0004EP | Reflective Symbols (Other than Airfield) | 150 | SF | $ - 0 | ||
| 0004EQ | Reflective Symbols (Airfield) | 188 | SF | $ - 0 | ||
| 0004ER | Pavement Stencil Painting | 750 | SF | $ - 0 | ||
| 0004ES | Rubber Removal | 540000 | SF | $ - 0 | ||
| 0004ET | Rubber Removal Testing | 1 | EA | $ - 0 | ||
| 0004EU | Polyethylene Panel Installation | 200 | SF | $ - 0 | ||
| 0004EV | Non-Reflective Symbols (Other than Airfield) | 250 | SF | $ - 0 | ||
| 0004EW | Raised Reflective Markers | 4 | EA | $ - 0 | ||
| 0004EX | Wheel Stops | 10 | EA | $ - 0 | ||
| 0004EY | Seeding and Mulch - Hydroseeding | 2 | AC | $ - 0 | ||
| 0004EZ | Seeding and Mulch | 2 | AC | $ - 0 | ||
| 0004FA | Mulch, Lava Rock | 100 | SY | $ - 0 | ||
| 0004FB | Sod - Centipede | 1000 | SY | $ - 0 | ||
| 0004FC | Kousa Dogwood Tree | 2 | EA | $ - 0 | ||
| 0004FD | Bradford Pear Tree | 5 | EA | $ - 0 | ||
| 0004FE | Crepe Myrtle Tree | 5 | EA | $ - 0 | ||
| 0004FF | Erosion and Sediment Control Permit | 2 | AC | $ - 0 | ||
| 0004FG | Silt Fence | 450 | LF | $ - 0 | ||
| 0004FH | Inlet Protection | 8 | EA | $ - 0 | ||
| 0004FJ | Silt Check Dams | 4 | EA | $ - 0 | ||
| 0004FK | FOD Fence | 625 | LF | $ - 0 | ||
| 0004FL | Surveying (Crew) | 32 | HRS | $ - 0 | ||
| 0004FM | Traffic Control Signs | 56 | SF | $ - 0 | ||
| 0004FN | Truck Mounted Vacuum/Sweeper | 6 | DAY | $ - 0 | ||
| 0004FP | Mobilization ITEMS 0004AA - 0004AE | 3 | EA | $ - 0 | ||
| 0004FQ | Mobilizations for ITEM 0004AU | 3 | EA | $ - 0 | ||
| 0004FR | Mobilization for ITEMS 0004BD - 0004BJ | 3 | EA | $ - 0 | ||
| 0004FS | Mobilization for ITEMS 0004BL - 0004BP | 3 | EA | $ - 0 | ||
| 0004FT | Mobilization for ITEMS 0004BR - 0004BS | 3 | EA | $ - 0 | ||
| 0004FU | Mobilizaton for ITEMS 0004CC | 2 | EA | $ - 0 | ||
| 0004FV | Mobilization for ITEMS 0004CE - 0004CG | 3 | EA | $ - 0 | ||
| 0004FW | Mobilization for ITEMS 0004EC - 0004EF | 2 | EA | $ - 0 | ||
| 0004FX | Mobilization for ITEMS 0004EH, EJ, EM, EN, EQ | 3 | EA | $ - 0 | ||
| 0004FY | Mobilization for ITEMS 0004GD - 0004GL | 2 | EA | $ - 0 | ||
| 0004FZ | Weekend Mobilization | 5 | EA | $ - 0 | ||
| 0004GA | Holiday Mobilization | 3 | EA | $ - 0 | ||
| 0004GB | Dare County Mobilization | 2 | EA | $ - 0 | ||
| 0004GC | Fort Fisher Mobilization | 2 | EA | $ - 0 | ||
| 0004GD | Remove Railroad Rails | 200 | LF | $ - 0 | ||
| 0004GE | Remove Railroad Ties | 250 | EA | $ - 0 | ||
| 0004GF | Sawcut Railroad Ties | 7 | EA | $ - 0 | ||
| 0004GG | Railroad Ballast | 30 | Theoretical Ton | $ - 0 | ||
| 0004GH | Remove Existing Rubber Crossing | 80 | SF | $ - 0 | ||
| 0004GJ | Rubber Crossing | 40 | TR-FT | $ - 0 | ||
| 0004GK | Railroad Tie | 75 | LF | $ - 0 | ||
| 0004GL | Remove/Reset Railroad Rail | 40 | LF | $ - 0 | ||
| 0004GM | FAA-L823 Connector Kit | 18 | EA | $ - 0 | ||
| 0004GN | FAA-L830 Isolation Transformer 6.6/6.6 AMP | 10 | EA | $ - 0 | ||
| 0004GP | FAA-L858 Guidance/Distance Marker Signs | 2 | EA | $ - 0 | ||
| 0004GQ | FAA-L861 Elevated Taxiway Light | 10 | EA | $ - 0 | ||
| 0004GR | FAA-L852 FlushTaxiway Light | 10 | EA | $ - 0 | ||
| 0004GS | FAA-L867 Base and Accessories | 15 | EA | $ - 0 | ||
| 0004GT | FAA-L868 Base and Accessories | 15 | EA | $ - 0 | ||
| 0004GU | 5KV-XLP Airfield Lighting Cable | 1.5 | Thousand Feet-Linear | $ - 0 | ||
| 0004GV | Floodlight Rental | 3 | Day | $ - 0 | ||
| 0004GW | Floodlight Rental | 1 | Week | $ - 0 | ||
| 0004GX | Floodlight Rental | 1 | Month | $ - 0 | ||
| 0004GY | Parking Lot/Area Lighting - 250W equivalent LED, Rectangular cut-off Type Fixture, 25' Square Aluminum Pole w/ Concrete Base | 6 | EA | $ - 0 | ||
| 0004GZ | Roadway Lighting - 400W equivalent LED, Cobra Head Type Fixture, 25' Round Tapered Aluminum Pole w/ Concrete Base | 3 | EA | $ - 0 |
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 .