Atch_9_-_Price_Schedule,_Paving_IDIQ.xls

XLS spreadsheet 73 KB Posted Jul 31, 2018

Attached to: Base Paving IDIQ - Joint Base Charleston Federal contract opportunity
Solicitation number: FA4418-18-R-0019
Issued by: Department of the Air Force Air Mobility Command

About this file

From the source

Atch 9 - Price Schedule, Paving IDIQ

View the file

Other files for this federal contract opportunity

Other files attached to Base Paving IDIQ - Joint Base Charleston, newest first.
File	Type	Posted
Atch_9_-_Price_Schedule,_Paving_IDIQ_28_Aug_2018.xls	XLS spreadsheet	Aug 28, 2018
Amendment__1,_18-R-0019_Solicitation_Paving_IDIQ.pdf	PDF	Aug 28, 2018
Pre-Prop_Conf_Minutes_-_Paving_IDIQ.pdf	PDF	Aug 10, 2018
Pre-Prop_Conf_Sign_In_Sheet_Paving_IDIQ.pdf	PDF	Aug 10, 2018
Pre-Prop_Conf_Presentation_-_Paving_IDIQ.pptx	PPTX presentation	Aug 10, 2018
OfficialGovtQ&AsPreProConfPavingIDIQ_final.docx	DOCX document	Aug 10, 2018
Atch_5_-_SOW_Statement_of_Work_Specs,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_3_-_SOW_Waste_Mgt,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_2_-_SOW_Green_Procurement,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
FA441818R0019_Solicitation_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_7_-_Green_Procurement_Form,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_1_-_SOW_Environmental,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_6_-_2007_SCDOT_Specifications,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_8_-_Wage_Det_SC41,_Paving_IDIQ.pdf	PDF	Jul 31, 2018
Atch_4_-_SOW_Temp_Environmental_Controls,_Paving_IDIQ.pdf	PDF	Jul 31, 2018

Show all 15

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Price Schedule

	GENERAL NOTES
1	Quanities are presented for bid evaluation purposes only.
2	Include all direct and indirect costs and expenses required to complete the work in an acceptable manner.
3	This contract incorporates SCDOT standard highway construction requirements. References to SCDOT requirements shall be to the SCDOT 2007 Standard Specifications for Highway Construction including all applicable Supplemental Specifications and Supplemental Technical Specifications.
ITEM NO	DESCRIPTION	QTY(1)	UNIT	UNIT COST(2)	AMOUNT
	EARTHWORK & DEMOLITION (SCDOT § 200)
200-01	Clear and Grub, including removal & disposal of material, total area to be cleared on task order less than 0.1 acres. Includes removal of trees up to 6" in diameter (breast height). (SCDOT § 201)	400	SY		$0.00
200-02	Clear and Grub, including removal & disposal of material, total area to be cleared on task order greater than 0.1 acres. Includes removal of trees up to 6" in diameter (breast height). (SCDOT § 201)	2	ACRE		$0.00
200-03	Remove and dispose of trees 24" and over in diameter (breast height), including stump removal.	5	EA		$0.00
200-04	Remove and dispose of trees over 6" in diameter and less than 24" in diameter (breast height), including stump removal.	10	EA		$0.00
200-05	Saw cut asphalt pavement (SCDOT § 202)	150	IF(b)		$0.00
200-06	Removal & disposal of asphalt pavement, 2" thickness or greater, including hauling (SCDOT § 202)(a)	600	SY		$0.00
200-07	Saw cut Portland cement concrete pavement (SCDOT § 202)	300	IF(b)		$0.00
200-08	Removal & disposal of Portland cement concete pavement, including hauling (SCDOT § 202)	10	CY		$0.00
200-09	Removal & disposal of brick pavement, including hauling (SCDOT § 202)	1	SY		$0.00
200-10	Removal & disposal of curb and gutter, including hauling (SCDOT § 202)	400	LF		$0.00
200-11	Removal & disposal of pipes, headwalls, manholes inlets, guardrails, structures and other obstructions, including hauling (SCDOT § 202)	9	CY		$0.00
200-12	Stripping & replacing topsoil (SCDOT § 203)	20	CY		$0.00
200-13	Unclassified excavation (SCDOT § 203)	20	CY		$0.00
200-14	Excavation, trench, to 4' deep (SCDOT § 203)	30	CY		$0.00
200-15	Excavation, trench, 4' to 6' deep (SCDOT § 203)	30	CY		$0.00
200-16	Excavation, trench, 6' to 8' deep (SCDOT § 203)	30	CY		$0.00
200-17	Surplus soil material hauling & off-site disposal (SCDOT § 203)	20	CY		$0.00
200-18	Surplus soil material hauling & on-base disposal, up to 1 mile (SCDOT § 203)	20	CY		$0.00
200-19	Surplus soil material hauling & on-base disposal, up to 10 miles (SCDOT § 203)	20	CY		$0.00
200-20	Removal & off-site disposal of contaminated soil, including hauling (SCDOT § 202)	1	CY		$0.00
200-21	Provide borrow material, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-22	Provide borrow AASHTO A-3 clean sand, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-23	Site grading & compaction (SCDOT § 203)	800	SY		$0.00
200-24	Backfilling for embankment construction, including compaction (SCDOT § 205)	20	CY		$0.00
200-25	Backfilling trenches, holes & pits, including compaction (SCDOT § 205)	30	CY		$0.00
200-26	Subgrade fine grading, compaction & proof rolling (SCDOT § 208)	600	SY		$0.00
200-27	Non-Excavatable Flowable fill (SCDOT § 210/SC-M-210)	10	CY		$0.00
200-28	Stabilization fabric, polypropylene	200	SY		$0.00
200-29	Stabilization material, Geogrid (Tensar 1100 or approved equal)	200	SY		$0.00
200-30	Soil contamination testing	1	EA		$0.00
200-31	4" diameter pre-construction pavement core and soil boring to 48 inches below grade. Includes soil classification (ASTM D 2487) moisture content test (ASTM D 2216) , and pavement patching using 4000 psi pre-packaged non-shrink grout.	10	EA		$0.00
200-32	Add Modified Proctor Test (ASTM D 1557) to Line Item 200-31	5	EA		$0.00
200-33	Add Modified Proctor (ASTM D 1557) and CBR Test (ASTM D 1883) to Line Item 200-31.	3	EA		$0.00
	Notes:
(a)	Areas of asphalt pavement with a total thickness less than 2 inches not included as they shall be included in the Unclassified Excavation line item.
(b)	Inch Feet (Inch of sawcut depth multiplied by linear feet of sawcut run)
(c)	Line item includes bringing the material to the site. Costs for placing and compacting the material is covered under Backfilling & embankment construction.
	BASE COURSES (SCDOT § 300)
300-01	Macadam graded aggregate base course (SCDOT § 305)(a)	300	CY		$0.00
300-02	Marine limestone graded aggregate base course (SCDOT § 305)(a)	200	CY		$0.00
300-03	Recycled Portland cement concrete base course (SCDOT § 305)(a)	100	CY		$0.00
	Notes:
(a)	Includes hauling from off-site, placing, compaction, rolling & finishing
	ASPHALT PAVEMENTS (SCDOT § 400) ITEMS PRICE ADJUSTED BASED ON CONTRACT ASPHALT INDEX
400-01	Type A HMA Surface Course (SCDOT § 401/SC-M-402)(a)	65	CY		$0.00
400-02	Type B HMA Surface Course (SCDOT § 401/SC-M-402)(a)	65	CY		$0.00
400-03	Type C HMA Surface Course (SCDOT § 401/SC-M-402)(a)	65	CY		$0.00
400-04	Prime coat application, EAP-Special (SCDOT § 401/305/407)	600	SY		$0.00
400-05	Tack coat application, emulsified asphalt (SCDOT § 401)	600	SY		$0.00
400-06	Sealcoat, Fog Seal, 2 Coats	600	SY		$0.00
	Notes:
(a)	Material and hauling costs only. Placing and compacting costs included in Section 401 Line items.
	ASPHALT PAVEMENTS (SCDOT § 400) ITEMS NOT PRICE ADJUSTED BASED ON CONTRACT ASPHALT INDEX
401-01	Asphalt Paving, Parking Lots & Driveways (SCDOT § 401)(a)	5,000	SY-Inch		$0.00
401-02	Asphalt Paving, roads & other mainline paving applications (SCDOT § 401)(a)	5,000	SY-Inch		$0.00
401-03	Full Depth Asphalt Patching (SCDOT § 401)(a)	3,000	SY-Inch		$0.00
401-04	Asphalt paving, bike lanes & jogging trails, 2" thick, single lane less than 8' wide (SCDOT § 401)(a)	2,000	SY		$0.00
401-05	Milling existing asphalt pavement, 1" to 3", including suface cleaning (SCDOT § 401)	2,500	SY		$0.00
401-06	Asphalt surface treatment, single treatment (SCDOT § 406)	400	SY		$0.00
401-07	Patch with cold mix asphalt surface course, Type 1 (SCDOT § 405)	20	TON		$0.00
401-08	Patch with cold mix asphalt surface course, Type 2 (SCDOT § 405)	20	TON		$0.00
401-09	Crack routing/sealing, up to 1" wide cracks	3,000	LF		$0.00
401-10	Crack routing/sealing, 1" to 2" wide cracks	1,000	LF		$0.00
	Notes:
(a)	Hot mix asphalt material and hauling costs included in Section 400 Line items. Prime and tack coat application costs included in Section 400 Line items.
	CONCRETE PAVEMENTS (SCDOT § 500)
500-01	Portland cement concrete pavement, 6" thick (SCDOT § 501) (a)	750	SY		$0.00
500-02	Portland cement concrete pavement, 8" thick (SCDOT § 501) (a)	500	SY		$0.00
500-03	Portland cement concrete pavement, 10" thick (SCDOT § 501) (a)	250	SY		$0.00
500-04	Provide welded wire fabric in odd-shaped slabs (SCDOT § 501)	500	SY		$0.00
500-05	Clean & reseal joints in concrete pavement with silicone sealants (SCDOT § 504)	5,000	LF		$0.00
500-06	Rout, clean & silicone seal random cracks 1/8" to 3/8" wide in concrete pavements (SCDOT § 505)	500	LF		$0.00
500-07	Rout, clean & silicone seal random cracks over 3/8" wide in concrete pavements (SCDOT § 505)	500	LF		$0.00
	Notes:
(a)	Use either a slipform paver or a self-contained, self-propelled, fixed form paver requiring no external tractive force and capable of consolidating the full width and depth of the concrete pavement in one pass. Provide doweled construction joints, silicone joint seals over circular backer rods, steel forms except in fillets and liquid membrane forming curing compounds. Concrete material costs covered separately under Section 700.
	TEMPORARY TRAFFIC CONTROLS (SCDOT § 600)
600-01	Traffic control plan, per location	1	EA		$0.00
600-02	Standard Traffic Cones (SCDOT § 603)	30	EA		$0.00
600-03	Portable Plastic Drums (SCDOT § 603)	5	EA		$0.00
600-05	Type I Barricade (SCDOT § 604)	20	LF		$0.00
600-06	Type II Barricade (SCDOT § 604)	20	LF		$0.00
600-07	Type III Barricade (SCDOT § 604)	20	LF		$0.00
600-08	Construction Sign, 36" by 36", Tripod Mounted (SCDOT § 605)	2	EA		$0.00
600-09	Construction Sign, 36" by 36", Post Mounted (SCDOT § 605)	18	SF		$0.00
600-10	Construction Sign, Mounted to Barricade (SCDOT § 605)	18	SF		$0.00
600-11	Concrete Barrier (SCDOT § 605)	25	LF		$0.00
600-12	Water Filled Polyethylene Barrier (SCDOT § 605)	25	LF		$0.00
600-13	Trailer-Mounted Electric Changeable Message Sign, 5 day minimum (SCDOT § 606)	5	DAY		$0.00
600-14	Supplemental Warning Lights, Type A flashing light (SCDOT § 608)	20	EA		$0.00
600-15	Supplemental Warning Lights, Type B flashing light (SCDOT § 608)	10	EA		$0.00
600-16	Temporary Pavement Markings, 4" broken lines, fast dry paint (SCDOT § 609)	200	LF		$0.00
600-17	Temporary Pavement Markings, 4" solid lines, fast dry paint (SCDOT § 609)	200	LF		$0.00
600-18	Temporary Pavement Markings, 12" solid lines, fast dry paint (SCDOT § 609)	200	LF		$0.00
600-19	Temporary Pavement Markings, 24" solid lines, fast dry paint (SCDOT § 609)	200	LF		$0.00
600-20	Flagman (SCDOT § 610)	16	HR		$0.00
	NOTE: Temporary pavement markings will be a requirement in ALL paving projects by default. Only in situations where it is not feasible or logical to place temporary striping shall the contractor and the government PM remove temporary striping from the Delivery Order.
	PERMANENT TRAFFIC CONTROLS (SCDOT § 600)
601-01	Pavement Markings, 4" white broken lines, fast dry paint (SCDOT § 625)	1,000	LF		$0.00
601-02	Pavement Markings, 4" white solid lines, fast dry paint (SCDOT § 625)	1,000	LF		$0.00
601-03	Pavement Markings, 8" white solid lines, fast dry paint (SCDOT § 625)	200	LF		$0.00
601-04	Pavement Markings, 12" white solid lines, fast dry paint (SCDOT § 625)	20	LF		$0.00
601-05	Pavement Markings, white single arrow, fast dry paint (SCDOT § 625)	1	EA		$0.00
601-06	Pavement Markings, white combination arrow, fast dry paint (SCDOT § 625)	1	EA		$0.00
601-07	Pavement Markings, white "ONLY" word message, fast dry paint (SCDOT § 625)	1	EA		$0.00
601-08	Pavement Markings, white lane drop arrow, fast dry paint (SCDOT § 625)	1	EA		$0.00
601-09	Pavement Markings, handicap symbol, fast dry paint (SCDOT § 625)	4	EA		$0.00
601-10	Pavement Markings, 4" yellow broken lines, fast dry paint (SCDOT § 625)	500	LF		$0.00
601-11	Pavement Markings, 4" yellow solid lines, fast dry paint (SCDOT § 625)	2,000	LF		$0.00
601-12	Pavement Markings, 6" yellow solid lines on curb (top & face), fast dry paint (SCDOT § 625)	200	LF		$0.00
601-13	Pavement Markings, wheel stops, solid yellow on all exposed faces, fast dry paint (SCDOT § 625)	20	EA		$0.00
601-14	Pavement Markings, 4" blue solid lines, fast dry paint (SCDOT § 625)	80	LF		$0.00
601-15	Pavement Markings, 6" red solid lines, fast dry paint (SCDOT § 625)	40	LF		$0.00
601-17	Pavement Markings, 6" red solid lines on curb (top & face), fast dry paint (SCDOT § 625)	40	LF		$0.00
601-18	Pavement Markings, 4" white broken lines, thermoplastic (SCDOT § 627)	1,000	LF		$0.00
601-19	Pavement Markings, 4" white solid lines, thermoplastic (SCDOT § 627)	1,000	LF		$0.00
601-20	Pavement Markings, 8" white solid lines, thermoplastic (SCDOT § 627)	200	LF		$0.00
601-21	Pavement Markings, 12" white solid lines, thermoplastic (SCDOT § 627)	20	LF		$0.00
601-22	Pavement Markings, white single arrow, thermoplastic (SCDOT § 627)	1	EA		$0.00
601-23	Pavement Markings, white combination arrow, thermoplastic (SCDOT § 627)	1	EA		$0.00
601-24	Pavement Markings, white "ONLY" word message, thermoplastic (SCDOT § 627)	1	EA		$0.00
601-25	Pavement Markings, white lane drop arrow, thermoplastic (SCDOT § 627)	1	EA		$0.00
601-26	Pavement Markings, white 12"x18" triangular yield bar, thermoplastic (SCDOT § 627)	24	LF		$0.00
601-27	Pavement Markings, handicap symbol, thermoplastic (SCDOT § 627)	4	EA		$0.00
601-28	Pavement Markings, 4" yellow broken lines, thermoplastic (SCDOT § 627)	500	LF		$0.00
601-29	Pavement Markings, 4" yellow solid lines, thermoplastic (SCDOT § 627)	2,000	LF		$0.00
601-30	Permanent yellow pavement markers, 4" x 4", bi-directional (SCDOT § 630)	30	EA		$0.00
601-31	Permanent blue pavement markers, 4" x 4", bi-directional (SCDOT § 630)	10	EA		$0.00
601-32	Removal of pavement markings (SCDOT § 631)	2,000	LF		$0.00
601-33	Removal of pavement markings, arrows, symbols and word messages (SCDOT § 631)	4	EA		$0.00
601-34	Flat Sheet Sign, Type III, Fixed Size & Message Sign (SCDOT § 651)(a)	9	SF		$0.00
601-35	Flat Sheet Sign, type III, rectangular, size determined by message, dual posts, CAFB sign standards (SCDOT § 651)(a)	15	SF		$0.00
	Notes:
(a)	Signs shall conform to current Charleston AFB Sign Standards and be mounted on brown breakaway square tube posts (SCDOT § 655).
	CONCRETE (SCDOT § 700)
700-01	Concrete for Pavements - Class 2500 (SCDOT § 701)(a)	250	CY		$0.00
700-02	Concrete for Pavements - Class 3000 (SCDOT § 701)(a)	400	CY		$0.00
700-03	Concrete for Pavements - Class 4000 (SCDOT § 701)(a)	600	CY		$0.00
700-04	Concrete for Pavements - Class 5000 (SCDOT § 701)(a)	600	CY		$0.00
	Notes:
(a)	Concrete material and hauling costs only.
	SIDEWALKS, MEDIANS, CURB & GUTTER (SCDOT § 720)
720-01	Concrete sidewalk, 4" thick (SCDOT § 720)(a)	200	SY		$0.00
720-02	Concrete sidewalk, 6" thick (SCDOT § 720)(a)	100	SY		$0.00
720-03	Concrete Median (SCDOT § 720)(a)	60	SY		$0.00
720-04	Provide welded wire fabric in odd-shaped slabs (SCDOT § 720)	40	SY		$0.00
720-05	Concrete Curb & Gutter, 18", vertical face (SCDOT § 720)	500	LF		$0.00
720-06	Concrete Curb & Gutter, 18", ogee (SCDOT § 720)	500	LF		$0.00
720-07	Concrete Curb & Gutter, 24", vertical face (SCDOT § 720)	500	LF		$0.00
720-08	Detectable warning surface for ADA ramp surfaces (SCDOT § 720)	160	SF		$0.00
	Notes:
(a)	Includes Class 3000 Portland cement concrete. Base course and welded wire fabric are covered separately under separate line items.
	UNDERDRAINS (SCDOT § 801)
800-01	Aggregate Underdrain, #57 (SCDOT § 801)	10	CY		$0.00
800-02	Aggregate Underdrain, #789 (SCDOT § 801)	10	CY		$0.00
800-03	Corrugated Polyethylene Underdrain Pipe, 4" (SCDOT § 802)	50	LF		$0.00
800-03	Corrugated Polyethylene Underdrain Pipe, 6" (SCDOT § 802)	50	LF		$0.00
	RIPRAP (SCDOT § 804)
804-01	RIPRAP, Class A (SCDOT § 804)	30	CY		$0.00
804-02	RIPRAP, Class B (SCDOT § 804)	30	CY		$0.00
804-03	Geotextile for erosion control under riprap, Class 2, Type B (SCDOT § 804)	60	SY		$0.00
804-04	Geotextile for erosion control under riprap, Class 2, Type C (SCDOT § 804)	60	SY		$0.00
	LANDSCAPING (SCDOT § 800)(a)
810-01	Permanent stand of grass, centipede, seeding (SCDOT § 810)(b)	20	CSY		$0.00
810-02	Permanent stand of grass, common bermuda (SCDOT § 810)(b)	20	CSY		$0.00
810-03	Temporary grassing, annual ryegrass (SCDOT § 810)(b)	5	CSY		$0.00
810-04	Organic topsoil (SCDOT § 810)	100	CY		$0.00
810-05	Permanent stand of grass, centipede, sodding (SCDOT § 813)(b)	40	CSY		$0.00
810-06	Permanent stand of grass, bermuda, sodding (SCDOT § 813)(b)	40	CSY		$0.00
810-07	Topsoil testing & analysis	2	EA		$0.00
	Notes:
(a)	The use of millet, weeping lovegrass, crimson clover and bahia grass is prohibited on all projects.
(b)	Items to also include all fertilizers, soil ammendments, mulches and maintenace required until a sufficient stand of grass is established and work is accepted.
	WATER PROOFING (SCDOT § 814)
814-01	Waterproofing (Bridge Deck)	500	SY		$0.00
	EROSION CONTROL (SCDOT § 815)
815-01	Silt Fencing (SCDOT § 815/SC-M-815-2)(a)	1,000	LF		$0.00
815-02	Sediment Tubing, installation and removal (SCDOT § 815/SC-M-815-1)	64	LF		$0.00
815-03	Stabilized Construction Entrance (SCDOT § 815/SC-M-815-10)(b)	30	SY		$0.00
815-04	Weighted Inlet Sediment Tube (SCDOT§ 815/SC-M-815-8)	64	LF		$0.00
	Notes:
(a)	Item to also include installation of silt fence system, removal of materials retained by the silt fence system, as-needed replacement/repair of the silt fence system, and removal of the silt fence system.
(b)	Item to include the construction, inspection, maintainance, reshaping, removal and disposal of the entrance, provision of wash down facilities, geotextile below the aggregate and sweeping of adjacent roadways, as necessary or directed.
	MISCELLANEOUS ITEMS (SCDOT § 800)
850-01	Reset Chain Link Fence (SCDOT § 807)	500	LF		$0.00
850-02	Standard brick paved crosswalk with concrete edging (CAFB-DWG-LP1)	144	SF		$0.00
850-03	Stencil parking space with word message, fast dry white paint	4	EA		$0.00
850-04	Concrete wheel stops	12	EA		$0.00
850-05	Relocate wheel stops	24	EA		$0.00
850-06	Weed control spray	400	SY		$0.00
850-07	Sch 40 steel bollard, 4" diam, 7' long, concrete filled, 3' deep concrete foundation	10	EA		$0.00
850-08	Sch 40 steel bollard, 6" diam, 7' long, concrete filled, 3' deep concrete foundation	5	EA		$0.00
850-09	Professional Engineer, development of plans and specifications for required permits and traffic control plans	120	HR		$0.00
850-10	Adjust catch basin to grade (SCDOT § 719)	3	EA		$0.00
850-11	Adjust manhole to grade (SCDOT § 719)	5	EA		$0.00
850-12	Adjust drop inlet to grade (SCDOT § 719)	3	EA		$0.00
850-13	Adjust valve box to grade (SCDOT § 719)	5	EA		$0.00
	AIRFIELD CONCRETE PAVEMENT
900-01	Remove/replace random PCC slabs, 650 psi flexural strength	150	CY		$0.00
900-02	Partial depth spall repairs-epoxy bonded PCC	100	SY-IN		$0.00
900-03	Full depth PCC spall repair, up to 15"	150	SF		$0.00
	CONTRACT BASE YEAR SUBTOTAL				$0.00
	Line Item Escalation Rate for Option Year 1	0.00%	%		$0.00
	Line Item Escalation Rate for Option Year 2	0.00%	%		$0.00
	Line Item Escalation Rate for Option Year 3	0.00%	%		$0.00
	Line Item Escalation Rate for Option Year 4	0.00%	%		$0.00
	Line Item for 6 Month Option		*		$0.00
	Notes:
(a)	*6 Month Option is blacked out. Do not fill in a percentage for it. This will automatically calculate as 50% of Option Year 4's Total.
	TOTAL PROPOSAL PRICE FOR EVALUATION PURPOSES				$0.00

&LFA4418-18-R-0019

Attachment 9&C&"Arial,Bold"&16Joint Base Charleston Base Paving IDIQ Price Schedule&R24 July 2018 &C&"Arial,Bold"Price Schedule - Base Year&RPage &P of &N

File details come from the government source that posted it.