Price Schedule - Paving - 21 Jul 08.xls

XLS spreadsheet 221 KB Posted Jul 22, 2008

Attached to: Charleston AFB Paving IDIQ Contract Federal contract opportunity
Solicitation number: FA4418-08-R-0001
Issued by: Department of the Air Force Air Mobility Command

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Revised Price Schedule for Base Yr and Option Yrs 1-4

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Other files attached to Charleston AFB Paving IDIQ Contract, newest first.
File	Type	Posted
FA4418-08-R-0001 Amendment 2.pdf	PDF	Aug 7, 2008
Price Schedule - Paving - 7 Aug 08.xls	XLS spreadsheet	Aug 7, 2008
Paving Q A - 7 Aug 08.pdf	PDF	Aug 7, 2008
Amendment 1 - Attachment 1 - Addendum 1.pdf	PDF	Jul 22, 2008
SF30 - Amendment 1.pdf	PDF	Jul 22, 2008
Solicitation.doc	DOC document	Jul 18, 2008
Attachment 2.pdf	PDF	Jul 18, 2008
Attachment 4.pdf	PDF	Jul 18, 2008
Attachment 1.pdf	PDF	Jul 18, 2008
Attachment 3.pdf	PDF	Jul 18, 2008
Ammendment-Pre-Sol.pdf	PDF	Jul 2, 2008

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Base Year

	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
ITEM NO	DESCRIPTION	QTY(1)	UNIT	UNIT COST(2)	AMOUNT
	EARTHWORK & DEMOLITION (SCDOT § 200)
200-01	Clear and Grub, including removal & disposal of material (SCDOT § 201)	10	SY		$0.00
200-02	Saw cut asphalt pavement (SCDOT § 202)	150	IF(b)		$0.00
200-03	Removal & disposal of asphalt pavement, 2" thickness or greater, including hauling (SCDOT § 202)(a)	600	SY		$0.00
200-04	Saw cut Portland cement concrete pavement (SCDOT § 202)	300	IF(b)		$0.00
200-05	Removal & disposal of Portland cement concete pavement, including hauling (SCDOT § 202)	10	CY		$0.00
200-06	Removal & disposal of brick pavement, including hauling (SCDOT § 202)	1	SY		$0.00
200-07	Removal & disposal of curb and gutter, including hauling (SCDOT § 202)	400	LF		$0.00
200-08	Removal & disposal of pipes, headwalls, manholes inlets, guardrails, structures and other obstructions, including hauling (SCDOT § 202)	9	CY		$0.00
200-09	Stripping & replacing topsoil (SCDOT § 203)	20	CY		$0.00
200-10	Unclassified excavation (SCDOT § 203)	20	CY		$0.00
200-11	Excavation, trench, to 4' deep (SCDOT § 203)	30	CY		$0.00
200-12	Excavation, trench, 4' to 6' deep (SCDOT § 203)	30	CY		$0.00
200-13	Excavation, trench, 6' to 8' deep (SCDOT § 203)	30	CY		$0.00
200-14	Surplus soil material hauling & off-site disposal (SCDOT § 203)	20	CY		$0.00
200-15	Removal & off-site disposal of contaminated soil, including hauling (SCDOT § 202)	1	TON		$0.00
200-16	Provide borrow material, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-17	Provide borrow AASHTO A-3 clean sand, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-18	Site grading & compaction (SCDOT § 203)	800	SY		$0.00
200-19	Backfilling for embankment construction, including compaction (SCDOT § 205)	20	CY		$0.00
200-20	Backfilling trenches, holes & pits, including compaction (SCDOT § 205)	30	CY		$0.00
200-21	Subgrade fine grading, compaction & proof rolling (SCDOT § 208)	600	SY		$0.00
200-22	Flowable fill (SCDOT § 210)	10	CY		$0.00
200-23	Stabilization fabric, polypropylene	200	SY		$0.00
200-24	Stabilization material, Geogrid (Tensar 1100 or apprvoed equal)	200	SY		$0.00
200-25	Soil contamination testing	1	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	Cement Modified Subbase (SCDOT § 301)(a)	100	CY		$0.00
300-02	Portland cement for cement modified subbase (SCDOT § 301)	7	TON		$0.00
300-03	Macadam graded aggregate base course (SCDOT § 305)(b)	300	CY		$0.00
300-04	Marine limestone graded aggregate base course (SCDOT § 305)(b)	200	CY		$0.00
300-05	Recycled Portland cement concrete base course (SCDOT § 305)(b)	100	CY		$0.00
	Notes:
(a)	Portland cement material cost not included. Material cost covered separately by Portland cement for cement modified subbase line item.
(b)	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)(a)	65	TON		$0.00
400-02	Type B HMA Surface Course (SCDOT § 401)(a)	65	TON		$0.00
400-03	Type C HMA Surface Course (SCDOT § 401)(a)	65	TON		$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
					$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)	800	SY		$0.00
500-02	Portland cement concrete pavement, 8" thick (SCDOT § 501) (a)	600	SY		$0.00
500-03	Portland cement concrete pavement, 10" thick (SCDOT § 501) (a)	400	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)	7,500	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	DY		$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
	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)	750	CY		$0.00
700-02	Concrete for Pavements - Class 3000 (SCDOT § 701)(a)	1,000	CY		$0.00
700-03	Concrete for Pavements - Class 4000 (SCDOT § 701)(a)	1,000	CY		$0.00
700-04	Concrete for Pavements - Class 5000 (SCDOT § 701)(a)	1,000	CY		$0.00
	Notes:
(a)	Concrete material and hauling costs only.
	STORM DRAINAGE (SCDOT § 700)
701-01	12" RCP, ASTM C76, Class III (SCDOT SC-M-714)	500	LF		$0.00
701-02	15" RCP, ASTM C76, Class III (SCDOT SC-M-714)	500	LF		$0.00
701-03	18" RCP, ASTM C76, Class III (SCDOT SC-M-714)	500	LF		$0.00
701-04	24" RCP, ASTM C76, Class III (SCDOT SC-M-714)	300	LF		$0.00
701-05	30" RCP, ASTM C76, Class III (SCDOT SC-M-714)	300	LF		$0.00
701-06	36" RCP, ASTM C76, Class III (SCDOT SC-M-714)	200	LF		$0.00
701-07	12" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	350	LF		$0.00
701-08	15" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	350	LF		$0.00
701-09	18" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	350	LF		$0.00
701-10	24" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	150	LF		$0.00
701-11	30" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	150	LF		$0.00
701-12	36" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	150	LF		$0.00
701-13	14" x 23" Hor. Elliptical RCP, ASTM C507, Class HE-III (SCDOT SC-M-714)	200	LF		$0.00
701-14	19" x 30" Hor. Elliptical RCP, ASTM C507, Class HE-III (SCDOT SC-M-714)	200	LF		$0.00
701-15	24" x 38" Hor. Elliptical RCP, ASTM C507, Class HE-III (SCDOT SC-M-714)	200	LF		$0.00
701-17	6" Corrugated HDPE (SCDOT SC-M-714)	400	LF		$0.00
701-18	8" Corrugated HDPE (SCDOT SC-M-714)	400	LF		$0.00
701-19	10" Corrugated HDPE (SCDOT SC-M-714)	400	LF		$0.00
701-20	12" Corrugated HDPE (SCDOT SC-M-714)	350	LF		$0.00
701-21	15" Corrugated HDPE (SCDOT SC-M-714)	350	LF		$0.00
701-22	18" Corrugated HDPE (SCDOT SC-M-714)	350	LF		$0.00
701-23	24" Corrugated HDPE (SCDOT SC-M-714)	100	LF		$0.00
701-24	Clean Existing Pipe (SCDOT SC-M-714)	200	LF		$0.00
701-25	Catch Basin, Type 1, precast 3' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-26	Catch Basin, Type 1, precast 3' x 3' box, 4' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-27	Catch Basin, Type 1, precast 3' x 3' box, 5' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-28	Catch Basin, Type 1, precast 3' x 3' box, 6' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-29	Catch Basin, Type 1, precast 3' x 3' box, 8' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-30	Catch Basin, Type 1, precast 4' x 4' box, 3' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-31	Catch Basin, Type 1, precast 4' x 4' box, 4' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-32	Catch Basin, Type 1, precast 4' x 4' box, 5' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-33	Catch Basin, Type 1, precast 4' x 4' box, 6' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-34	Catch Basin, Type 1, precast 4' x 4' box, 8' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-35	Catch Basin, Type 16, precast 4' x 4' box, 3' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-36	Catch Basin, Type 16, precast 4' x 4' box, 4' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-37	Catch Basin, Type 16, precast 4' x 4' box, 5' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-38	Catch Basin, Type 16, precast 4' x 4' box, 6' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-39	Catch Basin, Type 16, precast 4' x 4' box, 8' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-40	Drop Inlet, precast 24"x24" with 2'x2' box, 3' deep (SCDOT § 719 SCDOT 719-105)	2	EA		$0.00
701-41	Drop Inlet, precast 24"x24" with 2'x2' box, 4' deep (SCDOT § 719 SCDOT 719-105)	2	EA		$0.00
701-42	Drop Inlet, precast 24"x36" with 2' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-43	Drop Inlet, precast 24"x36" with 2' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-44	Drop Inlet, precast 24"x36" with 2' x 3' box, 4' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-45	Drop Inlet, precast, 24"x36" with 4'x4' box, 3' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-46	Drop Inlet, precast, 24"x36" with 4'x4' box, 4' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-47	Drop Inlet, precast, 24"x36" with 4'x4' box, 5' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-48	Drop Inlet, precast, 24"x36" with 4'x4' box, 6' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-49	Drop Inlet, precast, 24"x36" with 4'x4' box, 8' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-50	Junction Box, precast 3' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-51	Junction Box, precast 3' x 3' box, 4' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-52	Junction Box, precast 3' x 3' box, 5' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-53	Junction Box, precast 3' x 3' box, 6' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-54	Junction Box, precast 3' x 3' box, 8' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-55	Junction Box, precast 4' x 4' box, 3' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-56	Junction Box, precast 4' x 4' box, 4' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-57	Junction Box, precast 4' x 4' box, 5' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-58	Junction Box, precast 4' x 4' box, 6' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-59	Junction Box, precast 4' x 4' box, 8' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-60	Manhole, precast 48" diameter, 4' deep (SCDOT § 719 SCDOT 719-420)	2	EA		$0.00
701-61	Manhole, precast 48" diameter, 6' deep (SCDOT § 719 SCDOT 719-420)	2	EA		$0.00
701-62	Manhole, precast 48" diameter, 8' deep (SCDOT § 719 SCDOT 719-420)	2	EA		$0.00
701-63	Adjust catch basin, drop inlet, utility box, junction box (SCDOT § 719)	6	EA		$0.00
701-64	Adjust manhole (SCDOT § 719)	4	EA		$0.00
701-65	Trench Drain, 12" (SCDOT § 719 SCDOT 719-215)	100	LF		$0.00
701-66	Provide security grill steel	5	LB		$0.00
	SIDEWALKS, MEDIANS, CURB & GUTTER (SCDOT § 720)
720-01	Concrete sidewalk, 4" thick (SCDOT § 720)(a)	400	SY		$0.00
720-02	Concrete sidewalk, 6" thick (SCDOT § 720)(a)	200	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)	1,000	LF		$0.00
720-06	Concrete Curb & Gutter, 18", ogee (SCDOT § 720)	1,000	LF		$0.00
720-07	Concrete Curb & Gutter, 24", vertical face (SCDOT § 720)	1,000	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	Interseeding, centipede, 10#/acre (SCDOT § 810)(b)	5	CSY		$0.00
810-04	Temporary grassing, schedule 2 (SCDOT § 810)(b)	5	CSY		$0.00
810-05	Organic topsoil (SCDOT § 810)	100	CY		$0.00
810-06	Permanent stand of grass, centipede, 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.
	EROSION CONTROL (SCDOT § 815)
815-01	Silt Fencing (SCDOT § 815)	1,000	LF		$0.00
815-02	Sediment Tubing (SCDOT § 815)	64	LF		$0.00
815-03	Stabilized Construction Entrance (SCDOT § 815)	30	SY		$0.00
	INCIDENTAL CONSTRUCTION (SCDOT § 800)
850-01	Reset Chain Link Fence (SCDOT § 807)	500	LF		$0.00
850-02	CAFB 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
	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

&LFA4418-08-R-0001

Attachment 1&C&"Arial,Bold"&16Charleston Air Force Base Pavements IDIQ Price Schedule - Base Year&R7/21/2008 &C&"Arial,Bold"Price Schedule - Base Year&RPage &P of &N

Option Year 1

	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
ITEM NO	DESCRIPTION	QTY(1)	UNIT	UNIT COST(2)	AMOUNT
	EARTHWORK & DEMOLITION (SCDOT § 200)
200-01	Clear and Grub, including removal & disposal of material (SCDOT § 201)	10	SY		$0.00
200-02	Saw cut asphalt pavement (SCDOT § 202)	150	IF(b)		$0.00
200-03	Removal & disposal of asphalt pavement, 2" thickness or greater, including hauling (SCDOT § 202)(a)	600	SY		$0.00
200-04	Saw cut Portland cement concrete pavement (SCDOT § 202)	300	IF(b)		$0.00
200-05	Removal & disposal of Portland cement concete pavement, including hauling (SCDOT § 202)	10	CY		$0.00
200-06	Removal & disposal of brick pavement, including hauling (SCDOT § 202)	1	SY		$0.00
200-07	Removal & disposal of curb and gutter, including hauling (SCDOT § 202)	400	LF		$0.00
200-08	Removal & disposal of pipes, headwalls, manholes inlets, guardrails, structures and other obstructions, including hauling (SCDOT § 202)	9	CY		$0.00
200-09	Stripping & replacing topsoil (SCDOT § 203)	20	CY		$0.00
200-10	Unclassified excavation (SCDOT § 203)	20	CY		$0.00
200-11	Excavation, trench, to 4' deep (SCDOT § 203)	30	CY		$0.00
200-12	Excavation, trench, 4' to 6' deep (SCDOT § 203)	30	CY		$0.00
200-13	Excavation, trench, 6' to 8' deep (SCDOT § 203)	30	CY		$0.00
200-14	Surplus soil material hauling & off-site disposal (SCDOT § 203)	20	CY		$0.00
200-15	Removal & off-site disposal of contaminated soil, including hauling (SCDOT § 202)	1	TON		$0.00
200-16	Provide borrow material, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-17	Provide borrow AASHTO A-3 clean sand, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-18	Site grading & compaction (SCDOT § 203)	800	SY		$0.00
200-19	Backfilling for embankment construction, including compaction (SCDOT § 205)	20	CY		$0.00
200-20	Backfilling trenches, holes & pits, including compaction (SCDOT § 205)	30	CY		$0.00
200-21	Subgrade fine grading, compaction & proof rolling (SCDOT § 208)	600	SY		$0.00
200-22	Flowable fill (SCDOT § 210)	10	CY		$0.00
200-23	Stabilization fabric, polypropylene	200	SY		$0.00
200-24	Stabilization material, Geogrid (Tensar 1100 or apprvoed equal)	200	SY		$0.00
200-25	Soil contamination testing	1	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	Cement Modified Subbase (SCDOT § 301)(a)	100	CY		$0.00
300-02	Portland cement for cement modified subbase (SCDOT § 301)	7	TON		$0.00
300-03	Macadam graded aggregate base course (SCDOT § 305)(b)	300	CY		$0.00
300-04	Marine limestone graded aggregate base course (SCDOT § 305)(b)	200	CY		$0.00
300-05	Recycled Portland cement concrete base course (SCDOT § 305)(b)	100	CY		$0.00
	Notes:
(a)	Portland cement material cost not included. Material cost covered separately by Portland cement for cement modified subbase line item.
(b)	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)(a)	Option year pricing for these specific line items is not required as the contract already provides price adjustments for each delivery order based upon movement of the SCDOT Asphalt Binder Index. Adjust base year pricing accordingly.
400-02	Type B HMA Surface Course (SCDOT § 401)(a)
400-03	Type C HMA Surface Course (SCDOT § 401)(a)
400-04	Prime coat application, EAP-Special (SCDOT § 401/305/407)
400-05	Tack coat application, emulsified asphalt (SCDOT § 401)
400-06	Sealcoat, Fog Seal, 2 Coats
	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
					$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)	800	SY		$0.00
500-02	Portland cement concrete pavement, 8" thick (SCDOT § 501) (a)	600	SY		$0.00
500-03	Portland cement concrete pavement, 10" thick (SCDOT § 501) (a)	400	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)	7,500	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	DY		$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
	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)	750	CY		$0.00
700-02	Concrete for Pavements - Class 3000 (SCDOT § 701)(a)	1,000	CY		$0.00
700-03	Concrete for Pavements - Class 4000 (SCDOT § 701)(a)	1,000	CY		$0.00
700-04	Concrete for Pavements - Class 5000 (SCDOT § 701)(a)	1,000	CY		$0.00
	Notes:
(a)	Concrete material and hauling costs only.
	STORM DRAINAGE (SCDOT § 700)
701-01	12" RCP, ASTM C76, Class III (SCDOT SC-M-714)	500	LF		$0.00
701-02	15" RCP, ASTM C76, Class III (SCDOT SC-M-714)	500	LF		$0.00
701-03	18" RCP, ASTM C76, Class III (SCDOT SC-M-714)	500	LF		$0.00
701-04	24" RCP, ASTM C76, Class III (SCDOT SC-M-714)	300	LF		$0.00
701-05	30" RCP, ASTM C76, Class III (SCDOT SC-M-714)	300	LF		$0.00
701-06	36" RCP, ASTM C76, Class III (SCDOT SC-M-714)	200	LF		$0.00
701-07	12" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	350	LF		$0.00
701-08	15" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	350	LF		$0.00
701-09	18" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	350	LF		$0.00
701-10	24" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	150	LF		$0.00
701-11	30" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	150	LF		$0.00
701-12	36" RCP, ASTM C76, Class IV (SCDOT SC-M-714)	150	LF		$0.00
701-13	14" x 23" Hor. Elliptical RCP, ASTM C507, Class HE-III (SCDOT SC-M-714)	200	LF		$0.00
701-14	19" x 30" Hor. Elliptical RCP, ASTM C507, Class HE-III (SCDOT SC-M-714)	200	LF		$0.00
701-15	24" x 38" Hor. Elliptical RCP, ASTM C507, Class HE-III (SCDOT SC-M-714)	200	LF		$0.00
701-17	6" Corrugated HDPE (SCDOT SC-M-714)	400	LF		$0.00
701-18	8" Corrugated HDPE (SCDOT SC-M-714)	400	LF		$0.00
701-19	10" Corrugated HDPE (SCDOT SC-M-714)	400	LF		$0.00
701-20	12" Corrugated HDPE (SCDOT SC-M-714)	350	LF		$0.00
701-21	15" Corrugated HDPE (SCDOT SC-M-714)	350	LF		$0.00
701-22	18" Corrugated HDPE (SCDOT SC-M-714)	350	LF		$0.00
701-23	24" Corrugated HDPE (SCDOT SC-M-714)	100	LF		$0.00
701-24	Clean Existing Pipe (SCDOT SC-M-714)	200	LF		$0.00
701-25	Catch Basin, Type 1, precast 3' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-26	Catch Basin, Type 1, precast 3' x 3' box, 4' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-27	Catch Basin, Type 1, precast 3' x 3' box, 5' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-28	Catch Basin, Type 1, precast 3' x 3' box, 6' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-29	Catch Basin, Type 1, precast 3' x 3' box, 8' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-30	Catch Basin, Type 1, precast 4' x 4' box, 3' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-31	Catch Basin, Type 1, precast 4' x 4' box, 4' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-32	Catch Basin, Type 1, precast 4' x 4' box, 5' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-33	Catch Basin, Type 1, precast 4' x 4' box, 6' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-34	Catch Basin, Type 1, precast 4' x 4' box, 8' deep (SCDOT § 719 SCDOT 719-001)	2	EA		$0.00
701-35	Catch Basin, Type 16, precast 4' x 4' box, 3' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-36	Catch Basin, Type 16, precast 4' x 4' box, 4' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-37	Catch Basin, Type 16, precast 4' x 4' box, 5' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-38	Catch Basin, Type 16, precast 4' x 4' box, 6' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-39	Catch Basin, Type 16, precast 4' x 4' box, 8' deep (SCDOT § 719 SCDOT 719-016)	2	EA		$0.00
701-40	Drop Inlet, precast 24"x24" with 2'x2' box, 3' deep (SCDOT § 719 SCDOT 719-105)	2	EA		$0.00
701-41	Drop Inlet, precast 24"x24" with 2'x2' box, 4' deep (SCDOT § 719 SCDOT 719-105)	2	EA		$0.00
701-42	Drop Inlet, precast 24"x36" with 2' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-43	Drop Inlet, precast 24"x36" with 2' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-44	Drop Inlet, precast 24"x36" with 2' x 3' box, 4' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-45	Drop Inlet, precast, 24"x36" with 4'x4' box, 3' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-46	Drop Inlet, precast, 24"x36" with 4'x4' box, 4' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-47	Drop Inlet, precast, 24"x36" with 4'x4' box, 5' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-48	Drop Inlet, precast, 24"x36" with 4'x4' box, 6' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-49	Drop Inlet, precast, 24"x36" with 4'x4' box, 8' deep (SCDOT § 719 SCDOT 719-110)	2	EA		$0.00
701-50	Junction Box, precast 3' x 3' box, 3' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-51	Junction Box, precast 3' x 3' box, 4' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-52	Junction Box, precast 3' x 3' box, 5' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-53	Junction Box, precast 3' x 3' box, 6' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-54	Junction Box, precast 3' x 3' box, 8' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-55	Junction Box, precast 4' x 4' box, 3' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-56	Junction Box, precast 4' x 4' box, 4' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-57	Junction Box, precast 4' x 4' box, 5' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-58	Junction Box, precast 4' x 4' box, 6' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-59	Junction Box, precast 4' x 4' box, 8' deep (SCDOT § 719 SCDOT 719-330)	2	EA		$0.00
701-60	Manhole, precast 48" diameter, 4' deep (SCDOT § 719 SCDOT 719-420)	2	EA		$0.00
701-61	Manhole, precast 48" diameter, 6' deep (SCDOT § 719 SCDOT 719-420)	2	EA		$0.00
701-62	Manhole, precast 48" diameter, 8' deep (SCDOT § 719 SCDOT 719-420)	2	EA		$0.00
701-63	Adjust catch basin, drop inlet, utility box, junction box (SCDOT § 719)	6	EA		$0.00
701-64	Adjust manhole (SCDOT § 719)	4	EA		$0.00
701-65	Trench Drain, 12" (SCDOT § 719 SCDOT 719-215)	100	LF		$0.00
701-66	Provide security grill steel	5	LB		$0.00
	SIDEWALKS, MEDIANS, CURB & GUTTER (SCDOT § 720)
720-01	Concrete sidewalk, 4" thick (SCDOT § 720)(a)	400	SY		$0.00
720-02	Concrete sidewalk, 6" thick (SCDOT § 720)(a)	200	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)	1,000	LF		$0.00
720-06	Concrete Curb & Gutter, 18", ogee (SCDOT § 720)	1,000	LF		$0.00
720-07	Concrete Curb & Gutter, 24", vertical face (SCDOT § 720)	1,000	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	Interseeding, centipede, 10#/acre (SCDOT § 810)(b)	5	CSY		$0.00
810-04	Temporary grassing, schedule 2 (SCDOT § 810)(b)	5	CSY		$0.00
810-05	Organic topsoil (SCDOT § 810)	100	CY		$0.00
810-06	Permanent stand of grass, centipede, 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.
	EROSION CONTROL (SCDOT § 815)
815-01	Silt Fencing (SCDOT § 815)	1,000	LF		$0.00
815-02	Sediment Tubing (SCDOT § 815)	64	LF		$0.00
815-03	Stabilized Construction Entrance (SCDOT § 815)	30	SY		$0.00
	INCIDENTAL CONSTRUCTION (SCDOT § 800)
850-01	Reset Chain Link Fence (SCDOT § 807)	500	LF		$0.00
850-02	CAFB 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
	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

&LFA4418-08-R-0001

Attachment 1&C&"Arial,Bold"&16Charleston Air Force Base Pavements IDIQ Price Schedule - Option Year 1&R7/21/2008 &C&"Arial,Bold"Price Schedule - Option Year 1&RPage &P of &N

Option Year 2

	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
ITEM NO	DESCRIPTION	QTY(1)	UNIT	UNIT COST(2)	AMOUNT
	EARTHWORK & DEMOLITION (SCDOT § 200)
200-01	Clear and Grub, including removal & disposal of material (SCDOT § 201)	10	SY		$0.00
200-02	Saw cut asphalt pavement (SCDOT § 202)	150	IF(b)		$0.00
200-03	Removal & disposal of asphalt pavement, 2" thickness or greater, including hauling (SCDOT § 202)(a)	600	SY		$0.00
200-04	Saw cut Portland cement concrete pavement (SCDOT § 202)	300	IF(b)		$0.00
200-05	Removal & disposal of Portland cement concete pavement, including hauling (SCDOT § 202)	10	CY		$0.00
200-06	Removal & disposal of brick pavement, including hauling (SCDOT § 202)	1	SY		$0.00
200-07	Removal & disposal of curb and gutter, including hauling (SCDOT § 202)	400	LF		$0.00
200-08	Removal & disposal of pipes, headwalls, manholes inlets, guardrails, structures and other obstructions, including hauling (SCDOT § 202)	9	CY		$0.00
200-09	Stripping & replacing topsoil (SCDOT § 203)	20	CY		$0.00
200-10	Unclassified excavation (SCDOT § 203)	20	CY		$0.00
200-11	Excavation, trench, to 4' deep (SCDOT § 203)	30	CY		$0.00
200-12	Excavation, trench, 4' to 6' deep (SCDOT § 203)	30	CY		$0.00
200-13	Excavation, trench, 6' to 8' deep (SCDOT § 203)	30	CY		$0.00
200-14	Surplus soil material hauling & off-site disposal (SCDOT § 203)	20	CY		$0.00
200-15	Removal & off-site disposal of contaminated soil, including hauling (SCDOT § 202)	1	TON		$0.00
200-16	Provide borrow material, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-17	Provide borrow AASHTO A-3 clean sand, including hauling to site (SCDOT § 203)(c)	20	CY		$0.00
200-18	Site grading & compaction (SCDOT § 203)	800	SY		$0.00
200-19	Backfilling for embankment construction, including compaction (SCDOT § 205)	20	CY		$0.00
200-20	Backfilling trenches, holes & pits, including compaction (SCDOT § 205)	30	CY		$0.00
200-21	Subgrade fine grading, compaction & proof rolling (SCDOT § 208)	600	SY		$0.00
200-22	Flowable fill (SCDOT § 210)	10	CY		$0.00
200-23	Stabilization fabric, polypropylene	200	SY		$0.00
200-24	Stabilization material, Geogrid (Tensar 1100 or apprvoed equal)	200	SY		$0.00
200-25	Soil contamination testing	1	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	Cement Modified Subbase (SCDOT § 301)(a)	100	CY		$0.00
300-02	Portland cement for cement modified subbase (SCDOT § 301)	7	TON		$0.00
300-03	Macadam graded aggregate base course (SCDOT § 305)(b)	300	CY		$0.00
300-04	Marine limestone graded aggregate base course (SCDOT § 305)(b)	200	CY		$0.00
300-05	Recycled Portland cement concrete base course (SCDOT § 305)(b)	100	CY		$0.00
	Notes:
(a)	Portland cement material cost not included. Material cost covered separately by Portland cement for cement modified subbase line item.
(b)	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)(a)	Option year pricing for these specific line items is not required as the contract already provides price adjustments for each delivery order based upon movement of the SCDOT Asphalt Binder Index. Adjust base year pricing accordingly.
400-02	Type B HMA Surface Course (SCDOT § 401)(a)
400-03	Type C HMA Surface Course (SCDOT § 401)(a)
400-04	Prime coat application, EAP-Special (SCDOT § 401/305/407)
400-05	Tack coat application, emulsified asphalt (SCDOT § 401)
400-06	Sealcoat, Fog Seal, 2 Coats
	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
					$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)	800	SY		$0.00
500-02	Portland cement concrete pavement, 8" thick (SCDOT § 501) (a)	600	SY		$0.00
500-03	Portland cement concrete pavement, 10" thick (SCDOT § 501) (a)	400	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)	7,500	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	DY		$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
	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

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