Atch_10_(L-4)_Seed_Project_Pricing_Template.xlsx
XLSX spreadsheet 28 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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10. (L-4) Seed Project Pricing Template
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Seed Project Pricing
| FA9301-16-R-0011 PAVING ID/IQ SOLITICATION | |||||
| SEED PROJECT PRICING TEMPLATE | |||||
| Offeror Name: | |||||
| ELIN | DESCRIPTION | UNIT OF MEASURE | QUANTITY | PROPOSED PRICE* | EXTENDED PRICE |
| Sub-Base Course | |||||
| A001 | Each 6'' of Sub-base preparation | SY | $ - 0 | ||
| A002 | Each added inch of Sub-base preparation | SY | $ - 0 | ||
| Base Course | |||||
| A003 | 6'' Base | SY | $ - 0 | ||
| A004 | Added Base Inch 1"-5" | SY | $ - 0 | ||
| ACC Pavement | |||||
| A005 | Each 3'' AC (64/28 Polymer Modified Mix) | SY | $ - 0 | ||
| A006 | Airfield Roadways, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A007 | Airfield Shoulders, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A008 | Each Added Inch (64/28 Polymer Modified Mix) | SY | $ - 0 | ||
| A009 | Airfield Roadways, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00A | Airfield Shoulders, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00B | Airfield - Load Bearing, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00C | Airfield - Load-Bearing Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| ACC Milling | |||||
| A00D | Mill ACC, first inch | SY | $ - 0 | ||
| A00E | Milling, each added inch | SY | $ - 0 | ||
| ACC Pulverization | |||||
| A00F | Pulverize ACC and incorporate on-site into base course, each 3" | SY | $ - 0 | ||
| A00G | Pulverize ACC and dispose off-base | SY | $ - 0 | ||
| Base and Sub-Base Reinforcement Measures | |||||
| A00H | Cement Treated Soil Treatment @ 6% portland cement, top 8" inches | SY | $ - 0 | ||
| Bituminous Surface Treatment | |||||
| A00J | Single Coat Treatment | SY | $ - 0 | ||
| A00K | Double Coat Treatment | SY | $ - 0 | ||
| ACC Spray Applications | |||||
| A00L | Tack Coat | SY | $ - 0 | ||
| A00M | Fog Seals | SY | $ - 0 | ||
| A00N | Prime Coat | SY | $ - 0 | ||
| A00P | GSB-88 Rejuvenator | SY | $ - 0 | ||
| ACC Crack Seal | |||||
| A00Q | ACC Crack Seal, Wide Cracks (1'' to 4'') | LF | $ - 0 | ||
| A00R | ACC Crack Seal, Medium Cracks (1/2" to 1'') | LF | $ - 0 | ||
| A00S | ACC Crack Seal, Narrow Cracks (1/16" to 1/2'') | LF | $ - 0 | ||
| Slurry Seal | |||||
| A00T | Single Application, with Tack Coat | SY | $ - 0 | ||
| A00U | Single Application, without Tack Coat | SY | $ - 0 | ||
| ACC Patching | |||||
| A00V | ACC Patch < 100SY | SY | $ - 0 | ||
| A00W | ACC Patch >100SY | SY | $ - 0 | ||
| Roadway and Airfield Markings | |||||
| A00X | Roadway Striping, 4'' Line, with A/F Type 1 Beads | SF | $ - 0 | ||
| A00Y | Roadway Striping, 4'' Line, with A/F Type 4 Beads | SF | $ - 0 | ||
| A00Z | Roadway MARKING REFLECTIVE with A/F Type 1 Beads | SF | $ - 0 | ||
| A010 | Roadway MARKING REFLECTIVE with A/F Type 4 Beads | SF | $ - 0 | ||
| A011 | Roadway Marking, Thermoplastic Material | SF | $ - 0 | ||
| A012 | Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 1 Beads | LF | $ - 0 | ||
| A013 | Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 3 Beads | LF | $ - 0 | ||
| A014 | Airfield Markings, with A/F Type 1 Beads | SF | $ - 0 | ||
| A015 | Airfield Markings, with A/F Type 3 Beads | SF | $ - 0 | ||
| A016 | Airfield, Thermoplastic Material Airfield Rated | SF | $ - 0 | ||
| A017 | Non-Lead-Based Paint Removal | SF | $ - 0 | ||
| A018 | Temporary Construction-use Reflectors | EA | $ - 0 | ||
| A019 | Permanent, Type D Two-Way Reflective Markers | EA | $ - 0 | ||
| A01A | Permanent, Type G One-Way Reflectors | EA | $ - 0 | ||
| A01B | Rumble Strips, rubberized material purchased and installed post-construction | EA | $ - 0 | ||
| A01C | Rumble Strips, created in ACC at construction | LF | $ - 0 | ||
| Concrete Work | |||||
| A01D | Reinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate) | CY | $ - 0 | ||
| A01E | Unreinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate) | CY | $ - 0 | ||
| A01F | PCC Roadway, Roadway Use, Slipform | CY | $ - 0 | ||
| A01G | Reinforced Concrete Pad, Formed and Cast in-place | CY | $ - 0 | ||
| A01H | Reinforced PCC Headwall, Formed and Cast-in-place | CY | $ - 0 | ||
| A01J | PCC Valley Gutters | CF | $ - 0 | ||
| A01K | PCC Spandrels | CF | $ - 0 | ||
| A01L | 6" Curb with 18" Gutter | LF | $ - 0 | ||
| A01M | 6" Curb, Curb Only | LF | $ - 0 | ||
| A01N | Sidewalks 6" thick, unreinforced, 5' wide | LF | $ - 0 | ||
| A01P | ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal | EA | $ - 0 | ||
| A01Q | Corner-Wide ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal | EA | $ - 0 | ||
| A01R | ADA Entrances/Exits, with new Sidewalk Construction | EA | $ - 0 | ||
| A01S | Corner-Wide ADA Entrances/Exits, with new Sidewalk Construction | EA | $ - 0 | ||
| A01T | Handicap Ramp 1:12 Maximum, 5' wide, with handrail both sides | LF | $ - 0 | ||
| A01U | PCC Crack Seal, Rout and Seal Includes all preparation and pressure-applied epoxy sealant | LF | $ - 0 | ||
| A01V | Spall Repair, PCC Pavement | SF | $ - 0 | ||
| Culverts | |||||
| A01W | Culvert, 30'' Remove Only | LF | $ - 0 | ||
| A01X | Culvert, 36'' Remove Only | LF | $ - 0 | ||
| A01Y | Culvert, 30'' CMP Install Only including end treatment | LF | $ - 0 | ||
| A01Z | Culvert, 36'' CMP Install Only including end treatment | LF | $ - 0 | ||
| A020 | Culvert, 24'' RCP Install Only including end treatment | LF | $ - 0 | ||
| A021 | Culvert, 30'' RCP Install Only including end treatment | LF | $ - 0 | ||
| A022 | Culvert, 36'' RCP Install Only including end treatment | LF | $ - 0 | ||
| Handling of Government Furnished Material | |||||
| A023 | Material Trucking | TON/MI | $ - 0 | ||
| A024 | On-Base Bulk Material Loading & Unloading | CY | $ - 0 | ||
| A025 | Placement of government furnished base 6" | SY | $ - 0 | ||
| A026 | Each added inch of government furnished base 1"-5" | SY | $ - 0 | ||
| A027 | Placement of government furnished Sub-base 6" | SY | $ - 0 | ||
| A028 | Each added inch of goverment furnished Sub-base | SY | $ - 0 | ||
| Professional and Speciality Services | |||||
| A029 | Exploratory Drilling per hole, in earth or AC, each foot | EA | $ - 0 | ||
| A02A | Exploratory Drilling, per hole, in rock or through PCC, each 6'' deep | EA | $ - 0 | ||
| A02B | Drive Sample, Testing, and a Report | EA | $ - 0 | ||
| A02C | Soil Sampling, Testing, and a Report | EA | $ - 0 | ||
| A02D | 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 | $ - 0 | ||
| A02E | 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 | $ - 0 | ||
| A02F | Under-Roadway Tunneling for Utility Placement, up to 12" Diameter | LF | $ - 0 | ||
| Material Handling | $ - 0 | ||||
| A02G | Maintenance and Reconstruction of SHOULDERS using existing on-site materials only | LF | $ - 0 | ||
| A02H | Maintenance and reconstruction of ditches using existing, on-site materials only | LF | $ - 0 | ||
| A02J | Common Excavation | CY | $ - 0 | ||
| A02K | Rock Excavation | CY | $ - 0 | ||
| A02L | Excavation of Unsuitable Materials | CY | $ - 0 | ||
| A02M | Off-Base Material Disposal | CY | $ - 0 | ||
| A02N | Select Fill Material | CY | $ - 0 | ||
| A02P | Raise or Lower Utility Covers | EA | $ - 0 | ||
| Gates, Walls, and Fencing | |||||
| A02Q | 8' Chain Link Fence | LF | $ - 0 | ||
| A02R | 3 Fencing Wire outriggers | LF | $ - 0 | ||
| A02S | 8' Pedestrian Gate | LF | $ - 0 | ||
| A02T | 8' Rolling Vehicle Gate | LF | $ - 0 | ||
| A02U | 8' Vehicle Swing Gate | LF | $ - 0 | ||
| A02V | 8' Heavy-Duty Vehicle Swing Gate | LF | $ - 0 | ||
| A02W | CMU wall, 2' High, split-face block | LF | $ - 0 | ||
| A02X | Tortoise Fence, Erection and Removal per plan provided by EM | LF | $ - 0 | ||
| A02Y | Construction of Protective Berms 95% compacted cohesive soil, 8" lifts, graded to smooth finish | CY | $ - 0 | ||
| A02Z | K-RAILS, for use during construction, installation and removal | LF | $ - 0 | ||
| A030 | Reduced Height airfield barriers, for use during construction, installation and removal | LF | $ - 0 | ||
| Lights and Signage | |||||
| A031 | New Installation of Regulatory and Warning Signs, including single post | EA | $ - 0 | ||
| A032 | 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 | $ - 0 | ||
| A033 | 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 | $ - 0 | ||
| A034 | 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 | $ - 0 | ||
| A035 | 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 | $ - 0 | ||
| A036 | 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 | $ - 0 | ||
| A037 | Single LED Luminaire | EA | $ - 0 | ||
| A038 | Double LED Luminaire | EA | $ - 0 | ||
| Joint Repair & Rubber Removal | |||||
| A039 | Silicone Joint Repair | LF | $ - 0 | ||
| A03A | Jet Fuel Resistant Joint Repair (DLA SS-S-200) | LF | $ - 0 | ||
| A03B | Compression Joint Seal | LF | $ - 0 | ||
| A03C | Airfield Rubber Removal - WATER | SF | $ - 0 | ||
| Demolition and Disposal | |||||
| A03D | Demo Curb and Gutter | LF | $ - 0 | ||
| A03E | Demo Asphalt | CY | $ - 0 | ||
| A03F | Demo Concrete | CY | $ - 0 | ||
| Guardrails and Barriers | |||||
| A03G | Guardrails | LF | $ - 0 | ||
| A03H | TL3 Energy Absorbing Barrier Ends | EA | $ - 0 | ||
| A03J | TL2 Energy Absorbing Barrier Ends | EA | $ - 0 | ||
| A03K | Non-Energy Absorbing Gating Ends | EA | $ - 0 | ||
| A03L | Energy Absorbing Barrels, Installed and Filled | EA | $ - 0 | ||
| A03M | Temporary, Changeable Message Signage for Traffic Control | DAY | $ - 0 | ||
| FOD Control | |||||
| A03N | Manual FOD Control | HR | $ - 0 | ||
| A03P | Mechanical FOD Control | HR | $ - 0 | ||
| Non-Prepriced Items | |||||
| A03Q | Non-Priced Item (To Be Negotiated Per Task Order) | EA | $ - 0 | ||
| TOTAL | |||||
| TOTAL | $ - 0 | ||||
| *The prices in this column must match the Offeror's proposed prices for Year 1 as listed on Attachment 7 (L-1) of their proposal |
&"Arial,Regular"&8FOR OFFICIAL USE ONLY Source Selection Sensitive Information See FAR 2.101 and 3.104
&"Arial,Regular"&8FA9301-16-R-0011 PAVING ID/IQ SOLICITATION
ATTACHMENT 10 (L-4)
SEED PROJECT PRICING TEMPLATE &"Arial,Regular"&8FOR OFFICIAL USE ONLY Source Selection Sensitive Information See FAR 2.101 and 3.104
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