Attachment_2_-_Price_Schedule_-_10_June_14.pdf

FA4418-14-R-0010

Attachment 2 10 June 2014

Joint Base Charleston Pavement IDIQ 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.

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)

10 ACRE $0.00

200-03 Remove and dispose of trees 30" and over in diameter (breast height), including stump removal.

10 EA $0.00

200-04 Remove and dispose of trees over 6" in diameter and less than 30" 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)

(b)

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.

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.

Inch Feet (Inch of sawcut depth multiplied by linear feet of sawcut run)

Price Schedule - Base Year Page 1 of 5

10 June 2014

Joint Base Charleston Pavement IDIQ Price Schedule

ITEM NO

DESCRIPTION

QTY(1) UNIT

UNIT

COST(2) AMOUNT

(c)

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)

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)

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)

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)

LF $0.00

500-07 Rout, clean & silicone seal random cracks over 3/8" wide in concrete pavements

(SCDOT § 505)

LF $0.00

Notes:

(a)

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

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)

Line item includes bringing the material to the site. Costs for placing and compacting the material is covered under Backfilling & embankment construction.

Includes hauling from off-site, placing, compaction, rolling & finishing

ASPHALT PAVEMENTS (SCDOT § 400) **ITEMS NOT PRICE ADJUSTED BASED ON CONTRACT ASPHALT INDEX** Material and hauling costs only. Placing and compacting costs included in Section 401 Line items.

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)

ASPHALT PAVEMENTS (SCDOT § 400) **ITEMS PRICE ADJUSTED BASED ON CONTRACT ASPHALT INDEX**

Price Schedule - Base Year Page 2 of 5

10 June 2014

Joint Base Charleston Pavement IDIQ Price Schedule

ITEM NO

DESCRIPTION

QTY(1) UNIT

UNIT

COST(2) AMOUNT

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

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 § 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 § 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)

PERMANENT TRAFFIC CONTROLS (SCDOT § 600)

Signs shall conform to current Charleston AFB Sign Standards and be mounted on brown breakaway square tube posts (SCDOT § 655).

CONCRETE (SCDOT § 700)

Price Schedule - Base Year Page 3 of 5

10 June 2014

Joint Base Charleston Pavement IDIQ Price Schedule

ITEM NO

DESCRIPTION

QTY(1) UNIT

UNIT

COST(2) AMOUNT

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)

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)

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

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

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) (b)

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)

(b)

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

MISCELLANEOUS ITEMS (SCDOT § 800)

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)

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.

LANDSCAPING (SCDOT § 800)(a)

The use of millet, weeping lovegrass, crimson clover and bahia grass is prohibited on all projects.

Concrete material and hauling costs only.

SIDEWALKS, MEDIANS, CURB & GUTTER (SCDOT § 720)

Includes Class 3000 Portland cement concrete. Base course and welded wire fabric are covered separately under

UNDERDRAINS (SCDOT § 801)

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.

RIPRAP (SCDOT § 804)

Price Schedule - Base Year Page 4 of 5

10 June 2014

Joint Base Charleston Pavement IDIQ Price Schedule

ITEM NO

DESCRIPTION

QTY(1) UNIT

UNIT

COST(2) AMOUNT

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

Surcharge for Delivery Orders at Recreation Center Short Stay (RCSS) % $0.00 Surcharge for Delivery Orders at North Air Assault Field (NAAF) % $0.00

CONTRACT BASE YEAR TOTAL (SUBTOTAL + RCSS SURCHARGE + NAAF SURCHARGE) $0.00

Line Item Escalation Rate for Option Year 1 % $0.00 Line Item Escalation Rate for Option Year 2 % $0.00 Line Item Escalation Rate for Option Year 3 % $0.00 Line Item Escalation Rate for Option Year 4 % $0.00

CONTRACT TOTAL $0.00

Price Schedule - Base Year Page 5 of 5