Attachment 11 Schedule B Paving IDIQ - Revised 20230918.xlsx

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Base Pavements Maintenance and Repair IDIQ
Solicitation number
FA441823R0015
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This document is an indefinite delivery indefinite quantity (IDIQ) price schedule for base pavements maintenance and repair services. The schedule includes over 200 line items for various earthwork, demolition, paving, concrete, traffic control, erosion control, and miscellaneous construction services. Pricing is requested for a base year and four one-year option periods, with unit prices to be escalated using proposed annual escalation rates. The total evaluated price will be determined by applying these rates to the total base year price. This schedule corresponds to Solicitation FA441823R0015 issued by the Air Mobility Command of the Department of the Air Force for base pavements maintenance and repair work at an indefinite delivery indefinite quantity. Services will be ordered through delivery orders issued against the IDIQ contract.

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Attachment 16 - Site Visit Sign In Sheet.pdf PDF
Attachment 17 - Questions and Answers.xlsx XLSX spreadsheet
Solicitation Amendment FA441823R00150002 SF 30.pdf PDF
Solicitation Amendment - FA441823R00150002.pdf PDF
Attachment 1 - Statement of Work - Revised 20230918.pdf PDF
Solicitation Amendment FA441823R00150001 SF 30.pdf PDF
Solicitation Amendment - FA441823R00150001.pdf PDF
Attachment 5 - Temporary Environmental Controls.pdf PDF
Attachment 10 - SC DOT SC-M-403 Rideability for Asphalt Mixtures.pdf PDF
Attachment 3 - Green Procurement.pdf PDF
Attachment 15 - JB Charleston - Question and Answer Form.xlsx XLSX spreadsheet
Attachment 12 - Wage Determination SC20230034.pdf PDF
Attachment 9 - SC DOT Standard Specifications for Highway Construction.pdf PDF
Attachment 6 - Submittal Procedures.pdf PDF
Attachment 11 - Schedule B.xlsx XLSX spreadsheet
Attachment 7 - Ionizing Radiation Protection Program.pdf PDF
Attachment 2 - Environmental Specifications.pdf PDF
Solicitation - FA441823R0015.pdf PDF
Attachment 13 - Wage Determination SC20230040.pdf PDF
Attachment 4 - Construction and Demolition Waste Management.pdf PDF
Attachment 14 - Past Performance Questionnaire.pdf PDF
Attachment 1 - Statement of Work.pdf PDF
Attachment 8 - Base Access Worksheet.pdf PDF
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Sheet2

ATTACHMENT 11 SCHEDULE B: PAVING IDIQ PRICE SCHEDULE
GENERAL NOTES
1Quanities are presented for bid evaluation purposes only.
2Include in Unit Cost Column E all direct and indirect costs and expenses required to complete the work in an acceptable manner.
3Estimated escalation rate for option years 1 through 4 and the six month extention in Column E at the bottom of the sheet for the corresponding years
4This 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.
5CLIN 0001 Base Period unit prices shall be the unit prices submitted as part of this Price Schedule. During contract performance for CLIN 1001-4001 Option Years 1-4, the Unit Cost for the Price Schedule for Each Line Item shall be calculated by multiplying the Unit Cost from the Previous Period by the proposed Line Item Escalation and rounding to the nearest cent. For the 6 month extension, unit costs shall be the same as Option Year 4.
UNIT PRICES
ITEM NODESCRIPTIONQTY(1)UNITUNIT COST (2)SUBTOTAL
EARTHWORK & DEMOLITION (SCDOT § 200)
200-01Clear 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)100SY$ - 0
200-02Clear 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)1ACRE$ - 0
200-03Remove and dispose of trees 24" and over in diameter (breast height), including stump removal.2EA$ - 0
200-04Remove and dispose of trees over 6" in diameter and less than 24" in diameter (breast height), including stump removal.2EA$ - 0
200-05Saw cut asphalt pavement (SCDOT § 202)2,000IF(b)$ - 0
200-06Removal & disposal of asphalt pavement, 2" thickness or greater, including hauling (SCDOT § 202)(a)100SY$ - 0
200-07Saw cut Portland cement concrete pavement (SCDOT § 202)275IF(b)$ - 0
200-08Removal & disposal of Portland cement concete pavement, including hauling (SCDOT § 202)5CY$ - 0
200-09Removal & disposal of brick pavement, including hauling (SCDOT § 202)1SY$ - 0
200-10Removal & disposal of curb and gutter, including hauling (SCDOT § 202)150LF$ - 0
200-11Removal & disposal of pipes, headwalls, manholes inlets, guardrails, structures and other obstructions, including hauling (SCDOT § 202)2CY$ - 0
200-12Stripping & replacing topsoil (SCDOT § 203)10CY$ - 0
200-13Unclassified excavation (SCDOT § 203)1,000CY$ - 0
200-14Excavation, trench, to 4' deep (SCDOT § 203)10CY$ - 0
200-15Excavation, trench, 4' to 6' deep (SCDOT § 203)10CY$ - 0
200-16Excavation, trench, 6' to 8' deep (SCDOT § 203)10CY$ - 0
200-17Surplus soil material hauling & off-site disposal (SCDOT § 203)500CY$ - 0
200-18Surplus soil material hauling & on-base disposal, up to 1 mile (SCDOT § 203)10CY$ - 0
200-19Surplus soil material hauling & on-base disposal, up to 10 miles (SCDOT § 203)10CY$ - 0
200-20Removal & off-site disposal of contaminated soil, including hauling (SCDOT § 202)1CY$ - 0
200-21Provide borrow material, including hauling to site (SCDOT § 203)(c)10CY$ - 0
200-22Provide borrow AASHTO A-3 clean sand, including hauling to site (SCDOT § 203)(c)10CY$ - 0
200-23Site grading & compaction (SCDOT § 203)8,000SY$ - 0
200-24Backfilling for embankment construction, including compaction (SCDOT § 205)10CY$ - 0
200-25Backfilling trenches, holes & pits, including compaction (SCDOT § 205)10CY$ - 0
200-26Subgrade fine grading, compaction & proof rolling (SCDOT § 208)100SY$ - 0
200-27Non-Excavatable Flowable fill (SCDOT § 210/SC-M-210)5CY$ - 0
200-28Stabilization fabric, polypropylene50SY$ - 0
200-29Stabilization material, Geogrid (Tensar 1100 or approved equal)25SY$ - 0
200-30Soil contamination testing1EA$ - 0
200-314" 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.2EA$ - 0
200-32Add Modified Proctor Test (ASTM D 1557) to Line Item 200-312EA$ - 0
200-33Add Modified Proctor (ASTM D 1557) and CBR Test (ASTM D 1883) to Line Item 200-31.2EA$ - 0
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)
300-01Macadam graded aggregate base course (SCDOT § 305)(a)10CY$ - 0
300-02Marine limestone graded aggregate base course (SCDOT § 305)(a)2CY$ - 0
300-03Recycled Portland cement concrete base course (SCDOT § 305)(a)1CY$ - 0
Notes:
(a)Includes hauling from off-site, placing, compaction, rolling & finishing
ASPHALT PAVEMENTS (SCDOT § 400) **ECONOMIC PRICE ADJUSTMENTS SHALL NOT BE PERMITTED BASED ON FUTURE CHANGES OF MATERIAL COSTS**
400-01Type A HMA Surface Course (SCDOT § 401/SC-M-402)(a)70CY$ - 0
400-02Type B HMA Surface Course (SCDOT § 401/SC-M-402)(a)2,400CY$ - 0
400-03Type C HMA Surface Course (SCDOT § 401/SC-M-402)(a)700CY$ - 0
400-04Prime coat application, EAP-Special (SCDOT § 401/305/407)100SY$ - 0
400-05Tack coat application, emulsified asphalt (SCDOT § 401)10,000SY$ - 0
400-06Sealcoat, Fog Seal, 2 Coats10SY$ - 0
400-07Trackless Tack coat product and application (b)15,000SY$ - 0
Notes:
(a)Material and hauling costs only. Placing and compacting costs included in Section 401 Line items. Provide unit weight of asphalt for each type
(b)Non Trackling Tack coat product must be one on the SC DOT Qualified Product list and applied at the manufacturers recommended rate
ASPHALT PAVEMENTS (SCDOT § 401)
401-01Asphalt Paving, Parking Lots & Driveways (SCDOT § 401)(a)20,000SY-Inch$ - 0
401-02AAsphalt Paving, roads & other mainline paving applications (SCDOT § 401)(a)35,000SY-Inch$ - 0
401-02BAsphalt Paving, roads & other mainline paving applications (SCDOT § 401)including Rideability Testing and Verification Conducted by Contractor in Accordance with SC-M-403 (a,b)35,000$ - 0
401-03Full Depth Asphalt Patching (SCDOT § 401)(a)2,000SY-Inch$ - 0
401-04Asphalt paving, bike lanes & jogging trails, 2" thick, single lane less than 8' wide (SCDOT § 401)(a)50SY$ - 0
401-05Milling existing asphalt pavement, 1" to 3", including suface cleaning (SCDOT § 401)45,000SY$ - 0
401-06Asphalt surface treatment, single treatment (SCDOT § 406)50SY$ - 0
401-07Patch with cold mix asphalt surface course, Type 1 (SCDOT § 405)10TON$ - 0
401-08Patch with cold mix asphalt surface course, Type 2 (SCDOT § 405)10TON$ - 0
401-09Crack routing/sealing, up to 1" wide cracks500LF$ - 0
401-10Crack routing/sealing, 1" to 2" wide cracks500LF$ - 0
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.
(b)Any Added Testing requirements will be addressed in the Statement of Work for each Task Order
CONCRETE PAVEMENTS (SCDOT § 500)
500-01Portland cement concrete pavement, 6" thick (SCDOT § 501) (a)100SY$ - 0
500-02Portland cement concrete pavement, 8" thick (SCDOT § 501) (a)20SY$ - 0
500-03Portland cement concrete pavement, 10" thick (SCDOT § 501) (a)50SY$ - 0
500-04Provide welded wire fabric in odd-shaped slabs (SCDOT § 501)100SY$ - 0
500-05Clean & reseal joints in concrete pavement with silicone sealants (SCDOT § 504)500LF$ - 0
500-06Rout, clean & silicone seal random cracks 1/8" to 3/8" wide in concrete pavements (SCDOT § 505)100LF$ - 0
500-07Rout, clean & silicone seal random cracks over 3/8" wide in concrete pavements (SCDOT § 505)100LF$ - 0
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)
600-01Traffic control plan, per location5EA$ - 0
600-02Standard Traffic Cones (SCDOT § 603)250EA$ - 0
600-03Portable Plastic Drums (SCDOT § 603)2EA$ - 0
600-05Type I Barricade (SCDOT § 604)5LF$ - 0
600-06Type II Barricade (SCDOT § 604)5LF$ - 0
600-07Type III Barricade (SCDOT § 604)8LF$ - 0
600-08Construction Sign, 36" by 36", Tripod Mounted (SCDOT § 605)12EA$ - 0
600-09Construction Sign, 36" by 36", Post Mounted (SCDOT § 605)5SF$ - 0
600-10Construction Sign, Mounted to Barricade (SCDOT § 605)5SF$ - 0
600-11Concrete Barrier (SCDOT § 605)5LF$ - 0
600-12Water Filled Polyethylene Barrier (SCDOT § 605)5LF$ - 0
600-13Trailer-Mounted Electric Changeable Message Sign, 5 day minimum (SCDOT § 606)12DAY$ - 0
600-14Supplemental Warning Lights, Type A flashing light (SCDOT § 608)5EA$ - 0
600-15Supplemental Warning Lights, Type B flashing light (SCDOT § 608)5EA$ - 0
600-16Temporary Pavement Markings, 4" broken lines, fast dry paint (SCDOT § 609)200LF$ - 0
600-17Temporary Pavement Markings, 4" solid lines, fast dry paint (SCDOT § 609)35,000LF$ - 0
600-18Temporary Pavement Markings, 12" solid lines, fast dry paint (SCDOT § 609)1,000LF$ - 0
600-19Temporary Pavement Markings, 24" solid lines, fast dry paint (SCDOT § 609)100LF$ - 0
600-20Flagman (SCDOT § 610)500HR$ - 0
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)
601-01Pavement Markings, 4" white broken lines, fast dry paint (SCDOT § 625)100LF$ - 0
601-02Pavement Markings, 4" white solid lines, fast dry paint (SCDOT § 625)15,000LF$ - 0
601-03Pavement Markings, 8" white solid lines, fast dry paint (SCDOT § 625)2,000LF$ - 0
601-04Pavement Markings, 12" white solid lines, fast dry paint (SCDOT § 625)20LF$ - 0
601-05Pavement Markings, white single arrow, fast dry paint (SCDOT § 625)1EA$ - 0
601-06Pavement Markings, white combination arrow, fast dry paint (SCDOT § 625)1EA$ - 0
601-07Pavement Markings, white "ONLY" word message, fast dry paint (SCDOT § 625)1EA$ - 0
601-08Pavement Markings, white lane drop arrow, fast dry paint (SCDOT § 625)1EA$ - 0
601-09Pavement Markings, handicap symbol, fast dry paint (SCDOT § 625)4EA$ - 0
601-10Pavement Markings, 4" yellow broken lines, fast dry paint (SCDOT § 625)100LF$ - 0
601-11Pavement Markings, 4" yellow solid lines, fast dry paint (SCDOT § 625)15,000LF$ - 0
601-12Pavement Markings, 6" yellow solid lines on curb (top & face), fast dry paint (SCDOT § 625)20LF$ - 0
601-13Pavement Markings, wheel stops, solid yellow on all exposed faces, fast dry paint (SCDOT § 625)20EA$ - 0
601-14Pavement Markings, 4" blue solid lines, fast dry paint (SCDOT § 625)400LF$ - 0
601-15Pavement Markings, 6" red solid lines, fast dry paint (SCDOT § 625)20LF$ - 0
601-17Pavement Markings, 6" red solid lines on curb (top & face), fast dry paint (SCDOT § 625)20LF$ - 0
601-18Pavement Markings, 4" white broken lines, thermoplastic (SCDOT § 627)40LF$ - 0
601-19Pavement Markings, 4" white solid lines, thermoplastic (SCDOT § 627)40LF$ - 0
601-20Pavement Markings, 8" white solid lines, thermoplastic (SCDOT § 627)200LF$ - 0
601-21Pavement Markings, 12" white solid lines, thermoplastic (SCDOT § 627)100LF$ - 0
601-22Pavement Markings, white single arrow, thermoplastic (SCDOT § 627)1EA$ - 0
601-23Pavement Markings, white combination arrow, thermoplastic (SCDOT § 627)1EA$ - 0
601-24Pavement Markings, white "ONLY" word message, thermoplastic (SCDOT § 627)1EA$ - 0
601-25Pavement Markings, white lane drop arrow, thermoplastic (SCDOT § 627)1EA$ - 0
601-26Pavement Markings, white 12"x18" triangular yield bar, thermoplastic (SCDOT § 627)4LF$ - 0
601-27Pavement Markings, handicap symbol, thermoplastic (SCDOT § 627)10EA$ - 0
601-28Pavement Markings, 4" yellow broken lines, thermoplastic (SCDOT § 627)100LF$ - 0
601-29Pavement Markings, 4" yellow solid lines, thermoplastic (SCDOT § 627)100LF$ - 0
601-30Permanent yellow pavement markers, 4" x 4", bi-directional (SCDOT § 630)20EA$ - 0
601-31Permanent blue pavement markers, 4" x 4", bi-directional (SCDOT § 630)10EA$ - 0
601-32Removal of pavement markings (SCDOT § 631)50LF$ - 0
601-33Removal of pavement markings, arrows, symbols and word messages (SCDOT § 631)2EA$ - 0
601-34Flat Sheet Sign, Type III, Fixed Size & Message Sign (SCDOT § 651)(a)3SF$ - 0
601-35Flat Sheet Sign, type III, rectangular, size determined by message, dual posts, CAFB sign standards (SCDOT § 651)(a)2SF$ - 0
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)
700-01Concrete for Pavements - Class 2500 (SCDOT § 701)(a)30CY$ - 0
700-02Concrete for Pavements - Class 3000 (SCDOT § 701)(a)10CY$ - 0
700-03Concrete for Pavements - Class 4000 (SCDOT § 701)(a)5CY$ - 0
700-04Concrete for Pavements - Class 5000 (SCDOT § 701)(a)25CY$ - 0
Notes:
(a)Concrete material and hauling costs
SIDEWALKS, MEDIANS, CURB & GUTTER (SCDOT § 720)
720-01Concrete sidewalk, 4" thick (SCDOT § 720)(a)50SY$ - 0
720-02Concrete sidewalk, 6" thick (SCDOT § 720)(a)10SY$ - 0
720-03Concrete Median (SCDOT § 720)(a)20SY$ - 0
720-04Provide welded wire fabric in odd-shaped slabs (SCDOT § 720)10SY$ - 0
720-05Concrete Curb & Gutter, 18", vertical face (SCDOT § 720)10LF$ - 0
720-06Concrete Curb & Gutter, 18", ogee (SCDOT § 720)10LF$ - 0
720-07Concrete Curb & Gutter, 24", vertical face (SCDOT § 720)50LF$ - 0
720-08Detectable warning surface for ADA ramp surfaces (SCDOT § 720)40SF$ - 0
Notes:
(a)Includes Class 3000 Portland cement concrete. Base course and welded wire fabric are covered separately under separate line items.
UNDERDRAINS (SCDOT § 801)
800-01Aggregate Underdrain, #57 (SCDOT § 801)4CY$ - 0
800-02Aggregate Underdrain, #789 (SCDOT § 801)4CY$ - 0
800-03Corrugated Polyethylene Underdrain Pipe, 4" (SCDOT § 802)40LF$ - 0
800-03Corrugated Polyethylene Underdrain Pipe, 6" (SCDOT § 802)40LF$ - 0
RIPRAP (SCDOT § 804)
804-01RIPRAP, Class A (SCDOT § 804)10CY$ - 0
804-02RIPRAP, Class B (SCDOT § 804)10CY$ - 0
804-03Geotextile for erosion control under riprap, Class 2, Type B (SCDOT § 804)30SY$ - 0
804-04Geotextile for erosion control under riprap, Class 2, Type C (SCDOT § 804)30SY$ - 0
LANDSCAPING (SCDOT § 800)(a)
810-01Permanent stand of grass, centipede, seeding (SCDOT § 810)(b)5CSY$ - 0
810-02Permanent stand of grass, common bermuda (SCDOT § 810)(b)5CSY$ - 0
810-03Temporary grassing, annual ryegrass (SCDOT § 810)(b)75CSY$ - 0
810-04Organic topsoil (SCDOT § 810)10CY$ - 0
810-05Permanent stand of grass, centipede, sodding (SCDOT § 813)(b)5CSY$ - 0
810-06Permanent stand of grass, bermuda, sodding (SCDOT § 813)(b)5CSY$ - 0
810-07Topsoil testing & analysis2EA$ - 0
810-08Clean Pavement (Light, Manual Blower, Brooms)1,500SY$ - 0
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)
814-01Waterproofing (Bridge Deck)50SY$ - 0
EROSION CONTROL (SCDOT § 815)
815-01Silt Fencing (SCDOT § 815/SC-M-815-2)(a)200LF$ - 0
815-02Sediment Tubing, installation and removal (SCDOT § 815/SC-M-815-1)20LF$ - 0
815-03Stabilized Construction Entrance (SCDOT § 815/SC-M-815-10)(b)15SY$ - 0
815-04Weighted Inlet Sediment Tube (SCDOT§ 815/SC-M-815-8)20LF$ - 0
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)
850-01Reset Chain Link Fence (SCDOT § 807)50LF$ - 0
850-02Standard brick paved crosswalk with concrete edging (CAFB-DWG-LP1)10SF$ - 0
850-03Stencil parking space with word message, fast dry white paint4EA$ - 0
850-04Concrete wheel stops10EA$ - 0
850-05Relocate wheel stops200EA$ - 0
850-06Weed control spray100SY$ - 0
850-07Sch 40 steel bollard, 4" diam, 7' long, concrete filled, 3' deep concrete foundation4EA$ - 0
850-08Sch 40 steel bollard, 6" diam, 7' long, concrete filled, 3' deep concrete foundation4EA$ - 0
850-09Professional Engineer, development of plans and specifications for required permits and traffic control plans10HR$ - 0
850-10Adjust catch basin to grade (SCDOT § 719)1EA$ - 0
850-11Adjust manhole to grade (SCDOT § 719)1EA$ - 0
850-12Adjust drop inlet to grade (SCDOT § 719)1EA$ - 0
850-13Adjust valve box to grade (SCDOT § 719)1EA$ - 0
AIRFIELD CONCRETE PAVEMENT
900-01Remove/replace random PCC slabs, 650 psi flexural strength20CY$ - 0
900-02Partial depth spall repairs-epoxy bonded PCC20SY-IN$ - 0
900-03Full depth PCC spall repair, up to 15"40SF$ - 0
Notes:
(a)Placement only, concrete material quantities are included -in 700-04
IDIQ PAVING CONTRACT BASE YEAR
CLIN 0001 Base Period Total$ - 0
IDIQ PAVING CONTRACT OPTION YEARS
Proposed Line Item

Escalation Rates (3)

CLIN 1001 Option Year 1 Total0%$ - 0
CLIN 2001 Option Year 2 Total0%$ - 0
CLIN 3001 Option Year 3 Total0%$ - 0
CLIN 4001 Option Year 4 Total0%$ - 0
CLIN 5001 6 Month Option Year Total (Option Year 4 Total Price divided by 2)$ - 0

CONTRACT Total Evaluated Price $ - 0

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