Atch_8_(L-2),_Estimated_Workload_(Rev2).xlsx

XLSX spreadsheet 27 KB Posted May 12, 2017

Attached to: Paving Indefinite Delivery/Indefinite Quantity (ID/IQ) Contract Federal contract opportunity
Solicitation number: FA9301-16-R-0011
Issued by: Department of the Air Force Materiel Command Test Center

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Atch 8, Estimated Workload

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Other files for this federal contract opportunity

Other files attached to Paving Indefinite Delivery/Indefinite Quantity (ID/IQ) Contract, newest first.
File	Type	Posted
Solicitation_FA9301-16-R-0011_Amendment_0003.pdf	PDF	May 12, 2017
FA9301-16-R-0011_Questions_and_Answers_(Round_3_-_FINAL).pdf	PDF	May 12, 2017
Atch_10_(L-4),_Seed_Project_Pricing_Template_(Rev2).xlsx	XLSX spreadsheet	May 12, 2017
Atch_7_(L-1),_ELIN_Pricing_Template_(Rev2).xlsx	XLSX spreadsheet	May 12, 2017
Atch_5_Wage_Determination_-_Kern_County_(Update_2).pdf	PDF	May 12, 2017
FA9301-16-R-0011_Questions_and_Answers_(Round_2).pdf.pdf	PDF	Apr 28, 2017
Atch_9_(L-3)_Seed_Project_Statement_of_Work_(Revised).pdf	PDF	Apr 26, 2017
FA9301-16-R-0011_Amendment_0002.pdf	PDF	Apr 26, 2017
FA9301-16-R-0011_Questions_and_Answers_-_Technical.pdf	PDF	Apr 17, 2017
Atch_1_Basic_Contract_Statement_of_Work_(Revised).pdf	PDF	Apr 17, 2017
Atch_9_(L-3)_Seed_Project_Statement_of_Work_(Revised).pdf	PDF	Apr 17, 2017
Atch_8_(L-2)_Estimated_Workload_(Revised).xlsx	XLSX spreadsheet	Apr 17, 2017
Atch_6_Wage_Determination_-_Los_Angeles_County_(Update).pdf	PDF	Apr 17, 2017
Atch_7_(L-1)_ELIN_Pricing_Template_(Revised).xlsx	XLSX spreadsheet	Apr 17, 2017
FA9301-16-R-0011_Amendment_0001.pdf	PDF	Apr 17, 2017
Atch_5_Wage_Determination_-_Kern_County_(Update).pdf	PDF	Apr 17, 2017
Atch_10_(L-4)_Seed_Project_Pricing_Template_(Revised).xlsx	XLSX spreadsheet	Apr 17, 2017
4_-_Maintenance_Road_Markings.pdf	PDF	Apr 13, 2017
11_-_Repair_Roads_1-30A_Test_Area_AFRL_.pdf	PDF	Apr 13, 2017
6_-_Repair_Roads_at_South_Base_Compound.pdf	PDF	Apr 13, 2017
7_-_Repair_Parking_Lot_at_Ridley_Building_1440.pdf	PDF	Apr 13, 2017
9_-_Repair_Parking_Lot_at_Building_1400.pdf	PDF	Apr 13, 2017
2_-_Maint_Crack_Seal_and_Slurry_Seal_S_Lancaster_Blvd.pdf	PDF	Apr 13, 2017
8_-_Minor_Construction_Expand_Parking_Lot_at_Building_605.pdf	PDF	Apr 13, 2017
3_-_Maint_Crack_and_Slurry_Seal_Airfield_Multi_Locations.pdf	PDF	Apr 13, 2017
10_-_Repair_Roads_Base_wide_Rosamond.pdf	PDF	Apr 13, 2017
5_-_Maintenance_Traffic_Control_Signs_Basewide.pdf	PDF	Apr 13, 2017
1_-_Repair_South_Lancaster_Blvd.pdf	PDF	Apr 13, 2017
12_-_Spall_Repair_Pad_15_Post_Jobwalk.pdf	PDF	Apr 13, 2017
FA9301-16-R-0011_Questions_and_Answers_-_Contractual.pdf	PDF	Apr 11, 2017
Pre-Proposal_Conference_Briefing_Slides_30_Mar_2017.pdf	PDF	Apr 6, 2017
Pre-Proposal_Conference_Vendor_Sign-In_Sheet_30_Mar_2017.pdf	PDF	Apr 6, 2017
Atch_11_(L-5)_Schedule_of_Material_Submittals_Template.xls	XLS spreadsheet	Mar 17, 2017
Atch_14_(L-8)_Past_Performance_Questionnaire_(PPQ).pdf	PDF	Mar 17, 2017
Atch_5_Wage_Determination_-_Kern_County.pdf	PDF	Mar 17, 2017
Atch_10_(L-4)_Seed_Project_Pricing_Template.xlsx	XLSX spreadsheet	Mar 17, 2017
Atch_15_(L-9)_Subcontractor_Teaming_Partner_Consent_Form.pdf	PDF	Mar 17, 2017
Atch_1_Basic_Contract_Statement_of_Work.pdf	PDF	Mar 17, 2017
Atch_3_Paving_Technical_Specifications.pdf	PDF	Mar 17, 2017
Atch_2_2017_Edwards_AFB_Design_Standards.pdf	PDF	Mar 17, 2017
Atch_8_(L-2)_Estimated_Workload.xlsx	XLSX spreadsheet	Mar 17, 2017
Atch_9_(L-3)_Seed_Project_Statement_of_Work.pdf	PDF	Mar 17, 2017
Atch_13_(L-7)_Past_Performance_Information_Form_(PPIF).pdf	PDF	Mar 17, 2017
Atch_7_(L-1)_ELIN_Pricing_Template.xlsx	XLSX spreadsheet	Mar 17, 2017
Atch_12_(L-6)_Progress_Schedule_Template.xlsx	XLSX spreadsheet	Mar 17, 2017
FA9301-16-R-0011_Paving_IDIQ_Solicitation_SF_1442.pdf	PDF	Mar 17, 2017
Atch_4_Civil_Engineering_Provided_Plans.pdf	PDF	Mar 17, 2017
Atch_6_Wage_Determination_-_Los_Angeles_County.pdf	PDF	Mar 17, 2017

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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	6'' of Sub-base	SY	9,750	9,750	9,750	9,750	9,750
X002	Each added inch of Sub-base	SY	975	975	975	975	975
	Subgrade Prep
X003	6'' of Subgrade preparation	SY	9,750	9,750	9,750	9,750	9,750
X004	Each added inch of Subgrade preparation	SY	975	975	975	975	975
	Base Course
X005	6'' of Base	SY	19,500	19,500	19,500	19,500	19,500
X006	Each added inch of Base	SY	19,500	19,500	19,500	19,500	19,500
	ACC Pavement
X007	Each 3'' AC (64/28 Polymer Modified Mix)	SY	20,000	20,000	20,000	20,000	20,000
X008	Airfield Roadways, Each 3'' AC (64/28 Polymer Modified Mix, no RAP)	SY	10,000	10,000	10,000	10,000	10,000
X009	Airfield Shoulders, Each 3'' AC (64/28 Polymer Modified Mix, no RAP)	SY	10,000	10,000	10,000	10,000	10,000
X00A	Each Added Inch (64/28 Polymer Modified Mix)	SY	2,000	2,000	2,000	2,000	2,000
X00B	Airfield Roadways, Each Added Inch (64/28 Polymer Modified Mix, no RAP)	SY	10,000	10,000	10,000	10,000	10,000
X00C	Airfield Shoulders, Each Added Inch (64/28 Polymer Modified Mix, no RAP)	SY	10,000	10,000	10,000	10,000	10,000
X00D	Airfield, Each 3'' AC (64/28 Polymer Modified Mix, no RAP)	SY	8,000	8,000	8,000	8,000	8,000
X00E	Airfield, Each Added Inch (64/28 Polymer Modified Mix, no RAP)	SY	8,000	8,000	8,000	8,000	8,000
	Doweling and Saw Cutting
X00F	Doweling	EA	4,350	4,350	4,350	4,350	4,350
X00G	Saw Cutting (New Concrete Only)	LF	13,050	13,050	13,050	13,050	13,050
	ACC Milling
X00H	Mill ACC, first inch	SY	2,000	2,000	2,000	2,000	2,000
X00J	Milling, each added inch	SY	200	200	200	200	200
	ACC Pulverizing
X00K	Pulverize ACC and incorporate on-site into base course, up to 6 inches of ACC	SY	20,000	20,000	20,000	20,000	20,000
X00L	Pulverize ACC and incorporate on-site into base course, each additional inch	SY	20,000	20,000	20,000	20,000	20,000
X00M	Pulverize ACC and dispose off-base	SY	4,000	4,000	4,000	4,000	4,000
X00N	Pulverize ACC and dispose off-base, each additional inch	SY	4,000	4,000	4,000	4,000	4,000
	Base and Sub-Base Reinforcement Measures
X00P	Cement Treated Soil Treatment @ 6% portland cement, top 8" inches	SY	2,000	2,000	2,000	2,000	2,000
	Bituminous Surface Treatment
X00Q	Single Coat Treatment	SY	3,000	3,000	3,000	3,000	3,000
X00R	Double Coat Treatment	SY	3,000	3,000	3,000	3,000	3,000
	ACC Spray Applications
X00S	Tack Coat	SY	4,000	4,000	4,000	4,000	4,000
X00T	Fog Seals	SY	4,000	4,000	4,000	4,000	4,000
X00U	Prime Coat	SY	4,000	4,000	4,000	4,000	4,000
X00V	GSB-88 Rejuvenator	SY	60,000	60,000	60,000	60,000	60,000
	ACC Crack Seal
X00W	ACC Crack Seal, Wide Cracks (1'' to 4'')	LF	30,000	30,000	30,000	30,000	30,000
X00X	ACC Crack Seal, Medium Cracks (1/2" to 1'')	LF	30,000	30,000	30,000	30,000	30,000
X00Y	ACC Crack Seal, Narrow Cracks (1/16" to 1/2'')	LF	30,000	30,000	30,000	30,000	30,000
	Slurry Seal
X00Z	Single Application, with Tack Coat	SY	10,000	10,000	10,000	10,000	10,000
X010	Single Application, without Tack Coat	SY	10,000	10,000	10,000	10,000	10,000
	ACC Patching
X011	ACC Patch < 100SY	SY	10,000	10,000	10,000	10,000	10,000
X012	ACC Patch > 100SY	SY	10,000	10,000	10,000	10,000	10,000
	Roadway and Airfield Markings
X013	Roadway Striping, with A/F Type 1 Beads	LF	20,000	20,000	20,000	20,000	20,000
X014	Roadway Striping, with A/F Type 4 Beads	LF	20,000	20,000	20,000	20,000	20,000
X015	Roadway MARKING REFLECTIVE with A/F Type 1 Beads	SF	20,000	20,000	20,000	20,000	20,000
X016	Roadway MARKING REFLECTIVE with A/F Type 4 Beads	SF	20,000	20,000	20,000	20,000	20,000
X017	Roadway Marking, Thermoplastic Material	SF	2,000	2,000	2,000	2,000	2,000
X018	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
X019	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
X01A	Airfield Markings, with A/F Type 1 Beads	SF	45,000	45,000	45,000	45,000	45,000
X01B	Airfield Markings, with A/F Type 3 Beads	SF	45,000	45,000	45,000	45,000	45,000
X01C	Airfield, Thermoplastic Material Airfield Rated	SF	2,000	2,000	2,000	2,000	2,000
X01D	Non-Lead-Based Paint Removal	SF	20,000	20,000	20,000	20,000	20,000
X01E	Temporary Construction-use Reflectors	EA	10,000	10,000	10,000	10,000	10,000
X01F	Permanent, Type D Two-Way Reflective Markers	EA	10,000	10,000	10,000	10,000	10,000
X01G	Permanent, Type G One-Way Reflectors	EA	10,000	10,000	10,000	10,000	10,000
X01H	Rumble Strips, rubberized material purchased and installed post-construction	EA	20,000	20,000	20,000	20,000	20,000
X01J	Rumble Strips, created in ACC at construction	LF	20,000	20,000	20,000	20,000	20,000
	Concrete Work
X01K	Reinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate)	CY	2,000	2,000	2,000	2,000	2,000
X01L	Unreinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate)	CY	2,000	2,000	2,000	2,000	2,000
X01M	PCC Roadway, Roadway Use	CY	1,950	1,950	1,950	1,950	1,950
X01N	Reinforced Concrete Pad, Formed and Cast in-place	CY	100	100	100	100	100
X01P	Reinforced PCC Headwall, Formed and Cast-in-place	CY	100	100	100	100	100
X01Q	PCC Valley Gutters	CF	1,000	1,000	1,000	1,000	1,000
X01R	PCC Spandrels	CF	1,000	1,000	1,000	1,000	1,000
X01S	6" Curb with 18" Gutter	LF	2,000	2,000	2,000	2,000	2,000
X01T	6" Curb, Curb Only	LF	2,000	2,000	2,000	2,000	2,000
X01U	Sidewalks 6" thick, unreinforced, 5' wide	LF	2,000	2,000	2,000	2,000	2,000
X01V	ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal	EA	2	2	2	2	2
X01W	Corner-Wide ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposal	EA	2	2	2	2	2
X01X	ADA Entrances/Exits, with new Sidewalk Construction	EA	2	2	2	2	2
X01Y	Corner-Wide ADA Entrances/Exits, with new Sidewalk Construction	EA	2	2	2	2	2
X01Z	Handicap Ramp 1:12 Maximum, 5' wide, with handrail both sides	LF	30	30	30	30	30
X020	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
X021	Spall Repair, PCC Pavement	SF	3,000	3,000	3,000	3,000	3,000
	Culverts
X022	Culvert, 30'' Remove Only	LF	20	20	20	20	20
X023	Culvert, 36'' Remove Only	LF	20	20	20	20	20
X024	Culvert, 30'' CMP Install Only including end treatment	LF	20	20	20	20	20
X025	Culvert, 36'' CMP Install Only including end treatment	LF	20	20	20	20	20
X026	Culvert, 24'' RCP Install Only including end treatment	LF	20	20	20	20	20
X027	Culvert, 30'' RCP Install Only including end treatment	LF	20	20	20	20	20
X028	Culvert, 36'' RCP Install Only including end treatment	LF	20	20	20	20	20
	Handling of Government Furnished Material
X029	Material Trucking	TON/MI	80,000	80,000	80,000	80,000	80,000
X02A	On-Base Bulk Material Loading & Unloading	CY	10,000	10,000	10,000	10,000	10,000
X02B	Placement of government furnished base 6"	SY	500.00	500.00	500.00	500.00	500.00
X02C	Each added inch of government furnished base 1"-5"	SY	500.00	500.00	500.00	500.00	500.00
X02D	Placement of government furnished Sub-base 6"	SY	500.00	500.00	500.00	500.00	500.00
X02E	Each added inch of goverment furnished Sub-base	SY	50.00	50.00	50.00	50.00	50.00
	Professional and Speciality Services
X02F	Exploratory Drilling per hole, in earth or AC, each foot	EA	20	20	20	20	20
X02G	Exploratory Drilling, per hole, in rock or through PCC, each 6'' deep	EA	20	20	20	20	20
X02H	Drive Sample, Testing, and a Report	EA	20	20	20	20	20
X02J	Soil Sampling, Testing, and a Report	EA	20	20	20	20	20
X02K	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
X02L	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
X02M	Under-Roadway Tunneling for Utility Placement, up to 12" Diameter	LF	200	200	200	200	200
	Material Handling
X02N	Maintenance and Reconstruction of SHOULDERS using existing on-site materials only	LF	16,000	16,000	16,000	16,000	16,000
X02P	Maintenance and reconstruction of ditches using existing, on-site materials only	LF	16,000	16,000	16,000	16,000	16,000
X02Q	Common Excavation	CY	300	300	300	300	300
X02R	Rock Excavation	CY	200	200	200	200	200
X02S	Excavation of Unsuitable Materials	CY	400	400	400	400	400
X02T	Off-Base Material Disposal (all construction debris; not HAZMAT)	CY	3,000	3,000	3,000	3,000	3,000
X02U	Select Fill Material (includes Material and Installation)	CY	10,000	10,000	10,000	10,000	10,000
X02V	Raise or Lower Utility Covers	EA	2	2	2	2	2
	Gates, Walls, and Fencing
X02W	8' Chain Link Fence	LF	1,000	1,000	1,000	1,000	1,000
X02X	3 Fencing Wire outriggers	LF	1,000	1,000	1,000	1,000	1,000
X02Y	8' Pedestrian Gate	LF	10	10	10	10	10
X02Z	8' Rolling Vehicle Gate	LF	10	10	10	10	10
X030	8' Vehicle Swing Gate	LF	10	10	10	10	10
X031	8' Heavy-Duty Vehicle Swing Gate	LF	10	10	10	10	10
X032	CMU wall, 2' High, split-face block	LF	100	100	100	100	100
X033	Tortoise Fence, Erection and Removal per plan provided by EM	LF	1,000	1,000	1,000	1,000	1,000
X034	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
X035	K-RAILS, for use during construction, installation and removal	LF	85	85	85	85	85
X036	Reduced Height airfield barriers, for use during construction, installation and removal	LF	100	100	100	100	100
	Lights and Signage
X037	New Installation of Regulatory and Warning Signs, including single post	EA	20	20	20	20	20
X038	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
X039	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
X03A	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
X03B	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
X03C	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
X03D	Single LED Luminaire	EA	2	2	2	2	2
X03E	Double LED Luminaire	EA	2	2	2	2	2
	Joint Repair & Rubber Removal
X03F	Silicone Joint Repair	LF	20,000	20,000	20,000	20,000	20,000
X03G	Jet Fuel Resistant Joint Repair (DLA SS-S-200)	LF	20,000	20,000	20,000	20,000	20,000
X03H	Compression Joint Seal	LF	100,000	100,000	100,000	100,000	100,000
X03J	Airfield Rubber Removal - WATER	SF	800,000	800,000	800,000	800,000	800,000
	Demolition
X03K	Demo Curb and Gutter	LF	1,000	1,000	1,000	1,000	1,000
X03L	Demo Asphalt	CY	80,000	80,000	80,000	80,000	80,000
X03M	Demo Concrete	CY	2,000	2,000	2,000	2,000	2,000
	Guardrails and Barriers
X03N	Guardrails	LF	1,000	1,000	1,000	1,000	1,000
X03P	TL3 Energy Absorbing Barrier Ends	EA	2	2	2	2	2
X03Q	TL2 Energy Absorbing Barrier Ends	EA	2	2	2	2	2
X03R	Non-Energy Absorbing Gating Ends	EA	4	4	4	4	4
X03S	Energy Absorbing Barrels, Installed and Filled	EA	10	10	10	10	10
X03T	Temporary, Changeable Message Signage for Traffic Control	DAY	50	50	50	50	50
	FOD Control
X03U	Manual FOD Control	HR	1,000	1,000	1,000	1,000	1,000
X03V	Mechanical FOD Control	HR	1,000	1,000	1,000	1,000	1,000
	Non-Prepriced Items
X03W	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 (REVISED)

&"Arial,Regular"&8FA9301-16-R-0011 PAVING ID/IQ SOLICITATION

ATTACHMENT 8 (L-2)

ESTIMATED WORKLOAD (REVISED 11 MAY 2017) &"Arial,Regular"&8Page &P of &N

File details come from the government source that posted it. Updated Nov 14, 2017.