Atch_10_(L-4)_Seed_Project_Pricing_Template_(Revised).xlsx
XLSX spreadsheet 27 KB Posted
- Attached to
- Paving Indefinite Delivery/Indefinite Quantity (ID/IQ) Contract Federal contract opportunity
- Solicitation number
- FA9301-16-R-0011
About this file
Atch 10 (L-4) Seed Project Pricing Template (Revised)
View the file
Other files for this federal contract opportunity
Show all 48
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
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 | 6'' of Sub-base | SY | $ - 0 | ||
| A002 | Each added inch of Sub-base | SY | $ - 0 | ||
| Subgrade Prep | |||||
| A003 | 6'' of Subgrade preparation | SY | $ - 0 | ||
| A004 | Each added inch of Subgrade preparation | SY | $ - 0 | ||
| Base Course | |||||
| A005 | 6'' of Base | SY | $ - 0 | ||
| A006 | Each added inch of Base | SY | $ - 0 | ||
| ACC Pavement | |||||
| A007 | Each 3'' AC (64/28 Polymer Modified Mix) | SY | $ - 0 | ||
| A008 | Airfield Roadways, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A009 | Airfield Shoulders, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00A | Each Added Inch (64/28 Polymer Modified Mix) | SY | $ - 0 | ||
| A00B | Airfield Roadways, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00C | Airfield Shoulders, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00D | Airfield, Each 3'' AC (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| A00E | Airfield, Each Added Inch (64/28 Polymer Modified Mix, no RAP) | SY | $ - 0 | ||
| ACC Milling | |||||
| A00F | Mill ACC, first inch | SY | $ - 0 | ||
| A00G | Milling, each added inch | SY | $ - 0 | ||
| ACC Pulverizing | |||||
| A00H | Pulverize ACC and incorporate on-site into base course, up to 6 inches of ACC | SY | $ - 0 | ||
| A00J | Pulverize ACC and incorporate on-site into base course, each additional inch | SY | $ - 0 | ||
| A00K | Pulverize ACC and dispose off-base | SY | $ - 0 | ||
| A00L | Pulverize ACC and dispose off-base, each additional inch | SY | $ - 0 | ||
| Base and Sub-Base Reinforcement Measures | |||||
| A00M | Cement Treated Soil Treatment @ 6% portland cement, top 8" inches | SY | $ - 0 | ||
| Bituminous Surface Treatment | |||||
| A00N | Single Coat Treatment | SY | $ - 0 | ||
| A00P | Double Coat Treatment | SY | $ - 0 | ||
| ACC Spray Applications | |||||
| A00Q | Tack Coat | SY | $ - 0 | ||
| A00R | Fog Seals | SY | $ - 0 | ||
| A00S | Prime Coat | SY | $ - 0 | ||
| A00T | GSB-88 Rejuvenator | SY | $ - 0 | ||
| ACC Crack Seal | |||||
| A00U | ACC Crack Seal, Wide Cracks (1'' to 4'') | LF | $ - 0 | ||
| A00V | ACC Crack Seal, Medium Cracks (1/2" to 1'') | LF | $ - 0 | ||
| A00W | ACC Crack Seal, Narrow Cracks (1/16" to 1/2'') | LF | $ - 0 | ||
| Slurry Seal | |||||
| A00X | Single Application, with Tack Coat | SY | $ - 0 | ||
| A00Y | Single Application, without Tack Coat | SY | $ - 0 | ||
| ACC Patching | |||||
| A00Z | ACC Patch < 100SY | SY | $ - 0 | ||
| A010 | ACC Patch > 100SY | SY | $ - 0 | ||
| Roadway and Airfield Markings | |||||
| A011 | Roadway Striping, with A/F Type 1 Beads | LF | $ - 0 | ||
| A012 | Roadway Striping, with A/F Type 4 Beads | LF | $ - 0 | ||
| A013 | Roadway MARKING REFLECTIVE with A/F Type 1 Beads | SF | $ - 0 | ||
| A014 | Roadway MARKING REFLECTIVE with A/F Type 4 Beads | SF | $ - 0 | ||
| A015 | Roadway Marking, Thermoplastic Material | SF | $ - 0 | ||
| A016 | Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 1 Beads | LF | $ - 0 | ||
| A017 | Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 3 Beads | LF | $ - 0 | ||
| A018 | Airfield Markings, with A/F Type 1 Beads | SF | $ - 0 | ||
| A019 | Airfield Markings, with A/F Type 3 Beads | SF | $ - 0 | ||
| A01A | Airfield, Thermoplastic Material Airfield Rated | SF | $ - 0 | ||
| A01B | Non-Lead-Based Paint Removal | SF | $ - 0 | ||
| A01C | Temporary Construction-use Reflectors | EA | $ - 0 | ||
| A01D | Permanent, Type D Two-Way Reflective Markers | EA | $ - 0 | ||
| A01E | Permanent, Type G One-Way Reflectors | EA | $ - 0 | ||
| A01F | Rumble Strips, rubberized material purchased and installed post-construction | EA | $ - 0 | ||
| A01G | Rumble Strips, created in ACC at construction | LF | $ - 0 | ||
| Concrete Work | |||||
| A01H | Reinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate) | CY | $ - 0 | ||
| A01J | Unreinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate) | CY | $ - 0 | ||
| A01K | PCC Roadway, Roadway Use | CY | $ - 0 | ||
| A01L | Reinforced Concrete Pad, Formed and Cast in-place | CY | $ - 0 | ||
| A01M | Reinforced PCC Headwall, Formed and Cast-in-place | CY | $ - 0 | ||
| A01N | PCC Valley Gutters | CF | $ - 0 | ||
| A01P | PCC Spandrels | CF | $ - 0 | ||
| A01Q | 6" Curb with 18" Gutter | LF | $ - 0 | ||
| A01R | 6" Curb, Curb Only | LF | $ - 0 | ||
| A01S | Sidewalks 6" thick, unreinforced, 5' wide | LF | $ - 0 | ||
| A01T | ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal | EA | $ - 0 | ||
| A01U | Corner-Wide ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal | EA | $ - 0 | ||
| A01V | ADA Entrances/Exits, with new Sidewalk Construction | EA | $ - 0 | ||
| A01W | Corner-Wide ADA Entrances/Exits, with new Sidewalk Construction | EA | $ - 0 | ||
| A01X | Handicap Ramp 1:12 Maximum, 5' wide, with handrail both sides | EA | $ - 0 | ||
| A01Y | PCC Crack Seal, Rout and Seal Includes all preparation and pressure-applied epoxy sealant | LF | $ - 0 | ||
| A01Z | Spall Repair, PCC Pavement | SF | $ - 0 | ||
| Culverts | |||||
| A020 | Culvert, 30'' Remove Only | LF | $ - 0 | ||
| A021 | Culvert, 36'' Remove Only | LF | $ - 0 | ||
| A022 | Culvert, 30'' CMP Install Only including end treatment | LF | $ - 0 | ||
| A023 | Culvert, 36'' CMP Install Only including end treatment | LF | $ - 0 | ||
| A024 | Culvert, 24'' RCP Install Only including end treatment | LF | $ - 0 | ||
| A025 | Culvert, 30'' RCP Install Only including end treatment | LF | $ - 0 | ||
| A026 | Culvert, 36'' RCP Install Only including end treatment | LF | $ - 0 | ||
| Handling of Government Furnished Material | |||||
| A027 | Material Trucking | TON/MI | $ - 0 | ||
| A028 | On-Base Bulk Material Loading & Unloading | CY | $ - 0 | ||
| A029 | Placement of government furnished base 6" | SY | $ - 0 | ||
| A02A | Each added inch of government furnished base 1"-5" | SY | $ - 0 | ||
| A02B | Placement of government furnished Sub-base 6" | SY | $ - 0 | ||
| A02C | Each added inch of goverment furnished Sub-base | SY | $ - 0 | ||
| Professional and Speciality Services | |||||
| A02D | Exploratory Drilling per hole, in earth or AC, each foot | EA | $ - 0 | ||
| A02E | Exploratory Drilling, per hole, in rock or through PCC, each 6'' deep | EA | $ - 0 | ||
| A02F | Drive Sample, Testing, and a Report | EA | $ - 0 | ||
| A02G | Soil Sampling, Testing, and a Report | EA | $ - 0 | ||
| A02H | 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 | ||
| A02J | 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 | ||
| A02K | Under-Roadway Tunneling for Utility Placement, up to 12" Diameter | LF | $ - 0 | ||
| Material Handling | |||||
| A02L | Maintenance and Reconstruction of SHOULDERS using existing on-site materials only | LF | $ - 0 | ||
| A02M | Maintenance and reconstruction of ditches using existing, on-site materials only | LF | $ - 0 | ||
| A02N | Common Excavation | CY | $ - 0 | ||
| A02P | Rock Excavation | CY | $ - 0 | ||
| A02Q | Excavation of Unsuitable Materials | CY | $ - 0 | ||
| A02R | Off-Base Material Disposal (all construction debris; not HAZMAT) | CY | $ - 0 | ||
| A02S | Select Fill Material (includes Material and Installation) | CY | $ - 0 | ||
| A02T | Raise or Lower Utility Covers | EA | $ - 0 | ||
| Gates, Walls, and Fencing | |||||
| A02U | 8' Chain Link Fence | LF | $ - 0 | ||
| A02V | 3 Fencing Wire outriggers | LF | $ - 0 | ||
| A02W | 8' Pedestrian Gate | LF | $ - 0 | ||
| A02X | 8' Rolling Vehicle Gate | LF | $ - 0 | ||
| A02Y | 8' Vehicle Swing Gate | LF | $ - 0 | ||
| A02Z | 8' Heavy-Duty Vehicle Swing Gate | LF | $ - 0 | ||
| A030 | CMU wall, 2' High, split-face block | LF | $ - 0 | ||
| A031 | Tortoise Fence, Erection and Removal per plan provided by EM | LF | $ - 0 | ||
| A032 | Construction of Protective Berms 95% compacted cohesive soil, 8" lifts, graded to smooth finish | CY | $ - 0 | ||
| A033 | K-RAILS, for use during construction, installation and removal | LF | $ - 0 | ||
| A034 | Reduced Height airfield barriers, for use during construction, installation and removal | LF | $ - 0 | ||
| Lights and Signage | |||||
| A035 | New Installation of Regulatory and Warning Signs, including single post | EA | $ - 0 | ||
| A036 | 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 | ||
| A037 | 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 | ||
| A038 | 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 | ||
| A039 | 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 | ||
| A03A | 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 | ||
| A03B | Single LED Luminaire | EA | $ - 0 | ||
| A03C | Double LED Luminaire | EA | $ - 0 | ||
| Joint Repair & Rubber Removal | |||||
| A03D | Silicone Joint Repair | LF | $ - 0 | ||
| A03E | Jet Fuel Resistant Joint Repair (DLA SS-S-200) | LF | $ - 0 | ||
| A03F | Compression Joint Seal | LF | $ - 0 | ||
| A03G | Airfield Rubber Removal - WATER | SF | $ - 0 | ||
| Demolition | |||||
| A03H | Demo Curb and Gutter | LF | $ - 0 | ||
| A03J | Demo Asphalt | CY | $ - 0 | ||
| A03K | Demo Concrete | CY | $ - 0 | ||
| Guardrails and Barriers | |||||
| A03L | Guardrails | LF | $ - 0 | ||
| A03M | TL3 Energy Absorbing Barrier Ends | EA | $ - 0 | ||
| A03N | TL2 Energy Absorbing Barrier Ends | EA | $ - 0 | ||
| A03P | Non-Energy Absorbing Gating Ends | EA | $ - 0 | ||
| A03Q | Energy Absorbing Barrels, Installed and Filled | EA | $ - 0 | ||
| A03R | Temporary, Changeable Message Signage for Traffic Control | DAY | $ - 0 | ||
| FOD Control | |||||
| A03S | Manual FOD Control | HR | $ - 0 | ||
| A03T | Mechanical FOD Control | HR | $ - 0 | ||
| Non-Prepriced Items | |||||
| A03U | Non-Priced Item (To Be Negotiated Per Task Order) | EA | $ - 0 | ||
| 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 (REVISED 12 APR 2017) &"Arial,Regular"&8FOR OFFICIAL USE ONLY Source Selection Sensitive Information See FAR 2.101 and 3.104
File details come from the government source that posted it. Updated .