Atch_8_(L-2)_Estimated_Workload.xlsx
XLSX spreadsheet 29 KB Posted
- Attached to
- Paving Indefinite Delivery/Indefinite Quantity (ID/IQ) Contract Federal contract opportunity
- Solicitation number
- FA9301-16-R-0011
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8. (L-2) Estimated Workload
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Sheet1
| FA9301-16-R-0011 PAVING ID/IQ SOLITICATION | |||||||
| ESTIMATED WORKLOAD PER EXHIBIT LINE ITEM NUMBER (ELIN) | |||||||
| ELIN | Description | Unit of Measure | Year 1 | Year 2 | Year 3 | Year 4 | Year 5 |
| Sub-Base Course | |||||||
| X001 | Each 6'' of Sub-base preparation | SY | 19,500 | 19,500 | 19,500 | 19,500 | 19,500 |
| X002 | Each added inch of Sub-base preparation | SY | 1,950 | 1,950 | 1,950 | 1,950 | 1,950 |
| Base Course | |||||||
| X003 | 6'' Base | SY | 19,500 | 19,500 | 19,500 | 19,500 | 19,500 |
| X004 | Added Base Inch 1"-5" | SY | 19,500 | 19,500 | 19,500 | 19,500 | 19,500 |
| ACC Pavement | |||||||
| X005 | Each 3'' AC (64/28 Polymer Modified Mix) | SY | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X006 | Airfield Roadways, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X007 | Airfield Shoulders, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X008 | Each Added Inch (64/28 Polymer Modified Mix) | SY | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X009 | Airfield Roadways, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X00A | Airfield Shoulders, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X00B | Airfield - Load Bearing, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | 8,000 | 8,000 | 8,000 | 8,000 | 8,000 |
| X00C | Airfield - Load-Bearing Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | 8,000 | 8,000 | 8,000 | 8,000 | 8,000 |
| ACC Milling | |||||||
| X00D | Mill ACC, first inch | SY | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X00E | Milling, each added inch | SY | 200 | 200 | 200 | 200 | 200 |
| ACC Pulverization | |||||||
| X00F | Pulverize ACC and incorporate on-site into base course, each 3" | SY | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X00G | Pulverize ACC and dispose off-base | SY | 4,000 | 4,000 | 4,000 | 4,000 | 4,000 |
| Base and Sub-Base Reinforcement Measures | |||||||
| X00H | Cement Treated Soil Treatment @ 6% portland cement, top 8" inches | SY | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| Bituminous Surface Treatment | |||||||
| X00J | Single Coat Treatment | SY | 3,000 | 3,000 | 3,000 | 3,000 | 3,000 |
| X00K | Double Coat Treatment | SY | 3,000 | 3,000 | 3,000 | 3,000 | 3,000 |
| ACC Spray Applications | |||||||
| X00L | Tack Coat | SY | 4,000 | 4,000 | 4,000 | 4,000 | 4,000 |
| X00M | Fog Seals | SY | 4,000 | 4,000 | 4,000 | 4,000 | 4,000 |
| X00N | Prime Coat | SY | 4,000 | 4,000 | 4,000 | 4,000 | 4,000 |
| X00P | GSB-88 Rejuvenator | SY | 60,000 | 60,000 | 60,000 | 60,000 | 60,000 |
| ACC Crack Seal | |||||||
| X00Q | ACC Crack Seal, Wide Cracks (1'' to 4'') | LF | 30,000 | 30,000 | 30,000 | 30,000 | 30,000 |
| X00R | ACC Crack Seal, Medium Cracks (1/2" to 1'') | LF | 30,000 | 30,000 | 30,000 | 30,000 | 30,000 |
| X00S | ACC Crack Seal, Narrow Cracks (1/16" to 1/2'') | LF | 30,000 | 30,000 | 30,000 | 30,000 | 30,000 |
| Slurry Seal | |||||||
| X00T | Single Application, with Tack Coat | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X00U | Single Application, without Tack Coat | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| ACC Patching | |||||||
| X00V | ACC Patch < 100SY | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X00W | ACC Patch >100SY | SY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| Roadway and Airfield Markings | |||||||
| X00X | Roadway Striping, 4'' Line, with A/F Type 1 Beads | SF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X00Y | Roadway Striping, 4'' Line, with A/F Type 4 Beads | SF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X00Z | Roadway MARKING REFLECTIVE with A/F Type 1 Beads | SF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X010 | Roadway MARKING REFLECTIVE with A/F Type 4 Beads | SF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X011 | Roadway Marking, Thermoplastic Material | SF | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X012 | Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 1 Beads | LF | 15,000 | 15,000 | 15,000 | 15,000 | 15,000 |
| X013 | Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 3 Beads | LF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X014 | Airfield Markings, with A/F Type 1 Beads | SF | 45,000 | 45,000 | 45,000 | 45,000 | 45,000 |
| X015 | Airfield Markings, with A/F Type 3 Beads | SF | 45,000 | 45,000 | 45,000 | 45,000 | 45,000 |
| X016 | Airfield, Thermoplastic Material Airfield Rated | SF | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X017 | Non-Lead-Based Paint Removal | SF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X018 | Temporary Construction-use Reflectors | EA | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X019 | Permanent, Type D Two-Way Reflective Markers | EA | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X01A | Permanent, Type G One-Way Reflectors | EA | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X01B | Rumble Strips, rubberized material purchased and installed post-construction | EA | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X01C | Rumble Strips, created in ACC at construction | LF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| Concrete Work | |||||||
| X01D | Reinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate) | CY | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X01E | Unreinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate) | CY | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X01F | PCC Roadway, Roadway Use, Slipform | CY | 1,950 | 1,950 | 1,950 | 1,950 | 1,950 |
| X01G | Reinforced Concrete Pad, Formed and Cast in-place | CY | 100 | 100 | 100 | 100 | 100 |
| X01H | Reinforced PCC Headwall, Formed and Cast-in-place | CY | 100 | 100 | 100 | 100 | 100 |
| X01J | PCC Valley Gutters | CF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X01K | PCC Spandrels | CF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X01L | 6" Curb with 18" Gutter | LF | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X01M | 6" Curb, Curb Only | LF | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X01N | Sidewalks 6" thick, unreinforced, 5' wide | LF | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X01P | ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal | EA | 2 | 2 | 2 | 2 | 2 |
| X01Q | Corner-Wide ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal | EA | 2 | 2 | 2 | 2 | 2 |
| X01R | ADA Entrances/Exits, with new Sidewalk Construction | EA | 2 | 2 | 2 | 2 | 2 |
| X01S | Corner-Wide ADA Entrances/Exits, with new Sidewalk Construction | EA | 2 | 2 | 2 | 2 | 2 |
| X01T | Handicap Ramp 1:12 Maximum, 5' wide, with handrail both sides | LF | 30 | 30 | 30 | 30 | 30 |
| X01U | PCC Crack Seal, Rout and Seal Includes all preparation and pressure-applied epoxy sealant | LF | 2,000 | 2,000 | 2,000 | 2,000 | 2,000 |
| X01V | Spall Repair, PCC Pavement | SF | 3,000 | 3,000 | 3,000 | 3,000 | 3,000 |
| Culverts | |||||||
| X01W | Culvert, 30'' Remove Only | LF | 20 | 20 | 20 | 20 | 20 |
| X01X | Culvert, 36'' Remove Only | LF | 20 | 20 | 20 | 20 | 20 |
| X01Y | Culvert, 30'' CMP Install Only including end treatment | LF | 20 | 20 | 20 | 20 | 20 |
| X01Z | Culvert, 36'' CMP Install Only including end treatment | LF | 20 | 20 | 20 | 20 | 20 |
| X020 | Culvert, 24'' RCP Install Only including end treatment | LF | 20 | 20 | 20 | 20 | 20 |
| X021 | Culvert, 30'' RCP Install Only including end treatment | LF | 20 | 20 | 20 | 20 | 20 |
| X022 | Culvert, 36'' RCP Install Only including end treatment | LF | 20 | 20 | 20 | 20 | 20 |
| Handling of Government Furnished Material | |||||||
| X023 | Material Trucking | TON/MI | 80,000 | 80,000 | 80,000 | 80,000 | 80,000 |
| X024 | On-Base Bulk Material Loading & Unloading | CY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X025 | Placement of government furnished base 6" | SY | 500.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| X026 | Each added inch of government furnished base 1"-5" | SY | 500.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| X027 | Placement of government furnished Sub-base 6" | SY | 500.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| X028 | Each added inch of goverment furnished Sub-base | SY | 50.00 | 50.00 | 50.00 | 50.00 | 50.00 |
| Professional and Speciality Services | |||||||
| X029 | Exploratory Drilling per hole, in earth or AC, each foot | EA | 20 | 20 | 20 | 20 | 20 |
| X02A | Exploratory Drilling, per hole, in rock or through PCC, each 6'' deep | EA | 20 | 20 | 20 | 20 | 20 |
| X02B | Drive Sample, Testing, and a Report | EA | 20 | 20 | 20 | 20 | 20 |
| X02C | Soil Sampling, Testing, and a Report | EA | 20 | 20 | 20 | 20 | 20 |
| X02D | 2-Man Survey Team, In-Field Marking and Report (These items are for additional surveying, as required, above and beyond a standard paving project. Surveying incidental to a standard paving project is to be included in the line items associated with the standard paving project.) | HR | 100 | 100 | 100 | 100 | 100 |
| X02E | Pot-holing for utilities (These items are for additional pot-holing, as required, above and beyond a standard paving project. Pot-holing incidental to a standard paving project is to be included in the line items associated with the standard paving project.) | HR | 20 | 20 | 20 | 20 | 20 |
| X02F | Under-Roadway Tunneling for Utility Placement, up to 12" Diameter | LF | 200 | 200 | 200 | 200 | 200 |
| Material Handling | |||||||
| X02G | Maintenance and Reconstruction of SHOULDERS using existing on-site materials only | LF | 16,000 | 16,000 | 16,000 | 16,000 | 16,000 |
| X02H | Maintenance and reconstruction of ditches using existing, on-site materials only | LF | 16,000 | 16,000 | 16,000 | 16,000 | 16,000 |
| X02J | Common Excavation | CY | 300 | 300 | 300 | 300 | 300 |
| X02K | Rock Excavation | CY | 200 | 200 | 200 | 200 | 200 |
| X02L | Excavation of Unsuitable Materials | CY | 400 | 400 | 400 | 400 | 400 |
| X02M | Off-Base Material Disposal | CY | 3,000 | 3,000 | 3,000 | 3,000 | 3,000 |
| X02N | Select Fill Material | CY | 10,000 | 10,000 | 10,000 | 10,000 | 10,000 |
| X02P | Raise or Lower Utility Covers | EA | 2 | 2 | 2 | 2 | 2 |
| Gates, Walls, and Fencing | |||||||
| X02Q | 8' Chain Link Fence | LF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X02R | 3 Fencing Wire outriggers | LF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X02S | 8' Pedestrian Gate | LF | 10 | 10 | 10 | 10 | 10 |
| X02T | 8' Rolling Vehicle Gate | LF | 10 | 10 | 10 | 10 | 10 |
| X02U | 8' Vehicle Swing Gate | LF | 10 | 10 | 10 | 10 | 10 |
| X02V | 8' Heavy-Duty Vehicle Swing Gate | LF | 10 | 10 | 10 | 10 | 10 |
| X02W | CMU wall, 2' High, split-face block | LF | 200 | 200 | 200 | 200 | 200 |
| X02X | Tortoise Fence, Erection and Removal per plan provided by EM | LF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X02Y | Construction of Protective Berms 95% compacted cohesive soil, 8" lifts, graded to smooth finish | CY | 6,000 | 6,000 | 6,000 | 6,000 | 6,000 |
| X02Z | K-RAILS, for use during construction, installation and removal | LF | 85 | 85 | 85 | 85 | 85 |
| X030 | Reduced Height airfield barriers, for use during construction, installation and removal | LF | 100 | 100 | 100 | 100 | 100 |
| Lights and Signage | |||||||
| X031 | New Installation of Regulatory and Warning Signs, including single post | EA | 20 | 20 | 20 | 20 | 20 |
| X032 | Directional Signs, sign-face manufacture and installation on existing posts. Type III or Higher micro prismatic reflective sign panels. ASTM D4956-13 and AASHTO M 268-13. | SF | 200 | 200 | 200 | 200 | 200 |
| X033 | Remove and Replace Standard Signs on existing posts. Type III or Higher micro prismatic reflective sign panels. ASTM D4956-13 and AASHTO M 268-13. | EA | 200 | 200 | 200 | 200 | 200 |
| X034 | Steel Breakaway Sign posts, 2" square, frangibly mounted up to 10' above grade. Anodized brown iaw the Edwards Base Design Standards. ASTM A653/A653M, ASTM A1011/A1011M, ASTM A123/A123M. | EA | 20 | 20 | 20 | 20 | 20 |
| X035 | Treated Wooden 8"x8" Sign Posts, up to 20' above grade Painted brown iaw the Edwards Base Design Standards. ASTM D4444, AWPA U1, AWPA. | EA | 40 | 40 | 40 | 40 | 40 |
| X036 | Lighting or Utility Pole, breakaway, up to 40' above grade (To Include Alumin. Pole, One Arm Bracket, Up To 6' Deep Conc Base, Wire, and Conduit) | EA | 2 | 2 | 2 | 2 | 2 |
| X037 | Single LED Luminaire | EA | 2 | 2 | 2 | 2 | 2 |
| X038 | Double LED Luminaire | EA | 2 | 2 | 2 | 2 | 2 |
| Joint Repair & Rubber Removal | |||||||
| X039 | Silicone Joint Repair | LF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X03A | Jet Fuel Resistant Joint Repair (DLA SS-S-200) | LF | 20,000 | 20,000 | 20,000 | 20,000 | 20,000 |
| X03B | Compression Joint Seal | LF | 100,000 | 100,000 | 100,000 | 100,000 | 100,000 |
| X03C | Airfield Rubber Removal - WATER | SF | 800,000 | 800,000 | 800,000 | 800,000 | 800,000 |
| Demolition and Disposal | |||||||
| X03D | Demo Curb and Gutter | LF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X03E | Demo Asphalt | CY | 80,000 | 80,000 | 80,000 | 80,000 | 80,000 |
| X03F | Demo Concrete | CY | 35 | 35 | 35 | 35 | 35 |
| Guardrails and Barriers | |||||||
| X03G | Guardrails | LF | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X03H | TL3 Energy Absorbing Barrier Ends | EA | 2 | 2 | 2 | 2 | 2 |
| X03J | TL2 Energy Absorbing Barrier Ends | EA | 2 | 2 | 2 | 2 | 2 |
| X03K | Non-Energy Absorbing Gating Ends | EA | 4 | 4 | 4 | 4 | 4 |
| X03L | Energy Absorbing Barrels, Installed and Filled | EA | 10 | 10 | 10 | 10 | 10 |
| X03M | Temporary, Changeable Message Signage for Traffic Control | DAY | 50 | 50 | 50 | 50 | 50 |
| FOD Control | |||||||
| X03N | Manual FOD Control | HR | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| X03P | Mechanical FOD Control | HR | 1,000 | 1,000 | 1,000 | 1,000 | 1,000 |
| Non-Prepriced Items | |||||||
| X03Q | Non-Priced Item (To Be Negotiated Per Task Order) | EA | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
&"Arial,Regular"&8FA9301-16-R-0011 PAVING ID/IQ SOLICITATION
ESTIMATED WORKLOAD
&"Arial,Regular"&8FA9301-16-R-0011 PAVING ID/IQ SOLICITATION
ATTACHMENT 8 (L-2)
ESTIMATED WORKLOAD &"Arial,Regular"&8Page &P of &N
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