Amend 0001 - Attachment B - ELINs TRI-COMMAND PAVEMENT IDIQ Contract.xlsx
XLSX spreadsheet 120 KB Posted
- Solicitation number
- N4008522B2504
About this file
This is a solicitation for an indefinite delivery, indefinite quantity (IDIQ) contract to provide various pavement, concrete, asphalt, and airfield standards services at government installations in the Beaufort, South Carolina area. Work includes repair and replacement of joint sealants, damaged pavement, concrete, and asphalt; repair or replacement of markings and signage; runway and taxiway remarking; repair, replacement, or installation of storm drainage systems; speed bump, guard rail, and associated work from pavement and concrete repairs; and runway friction testing and reporting. The contract will be awarded through the Naval Facilities Engineering Command.
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Other files
| File | Type | Posted |
|---|---|---|
| N4008522B2504 ABSTRACT OF OFFERORS.pdf | ||
| Amendment 0003.pdf | ||
| AMENDMENT 0002.pdf | ||
| Amendment 0001.pdf | ||
| Attachment D - PPI Log.xls | XLS spreadsheet | |
| Attachment C - PIEE Vendor Access Instructions.pdf | ||
| Attachment A - TRI-COMMAND PAVEMENT IDIQ.pdf | ||
| Attachment B - ELINs TRI-COMMAND PAVEMENT IDIQ Contract.pdf | ||
| N4008522B2504.pdf |
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Text version
SUMMARY
CONTRACT SUMMARY
| BASE YEAR |
| OPTION 1 |
| OPTION 2 |
| OPTION 3 |
| OPTION 4 |
TOTAL CONTRACT
BID Schedules
BID SCHEDULES
PART I GENERAL
1.1 BASIS OF BIDS
1.1.1 UNIT PRICE SCHEDULE
This contract will be awarded as an "Indefinite Delivery Indefinite Quantity Contract" (IDIQ) with prepriced unit prices required for specifically selected work. Asphalt Paving at all Federal Activities in the Tri-Command Area, 3 PWD Locations and Federal locations within 50 miles of each of those 3 PWD Locations. See Section 00700 - Contract Clauses FAR 52.211-18 Variation in Estimated Quantity and FAR 52.236-16 Quantity Surveys, and Section 00100 - Bidding Schedule/Instruction to Bidders DFARS 252.236-7008, Contract Prices - Bidding Schedules. Each IDIQ line item is based on all the requirements of the entire contract, but a more detailed explanation of items of work included in each line item may be found in "Section 01110" Summary of Work paragraph 1.9 "Synopsis of Line Items".(Quantities represent all 3 sites combined)
Bonding Requirements:
- A bid guarantee is required; Refer to Section 00100 - Bidding Schedule/Instructions to Bidders, 52.228-1 Bid Guarantee.
- Payment and Performance bonds are required; Refer to Section 00700 - Bidding Schedule/Instruction to Bidders, 52.228-15 Performance and Payment Bonds-Construction. The Contractor will submit performance and payment bonds for each task order awarded over $150,000.00.
- The Contractor shall submit Alternate Payment Protection for task orders awarded from $35,000.00 - $150,000.00 in accordance with FAR 52.228-13, Alternate Payment Protection.
- For task orders under $35,000.00, no bonding is required.
Base Year
| Solicitation No. TBD |
| INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR: |
| TRI-COMMAND PAVEMENT IDIQ CONTRACT |
| EXHIBIT A, EXHIBIT LINE ITEMS | |||||
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES | |||||
| ELIN | Description | Est. Qty | Unit | Unit Price | Total Price |
INDEFINITE QUANTITY (IQ) WORK ITEMS - BASE YEAR - CLIN 0001
| A001 | ASPHALT CONCRETE PAVEMENT | |||
| A001AA | ORDER OF 50 TO 100 TONS | |||
| ASPHALT CONCRETE BINDER COURSE, 2" THICK | 100 | TON | $ - 0 | $ - 0 |
| A001AB | ORDER OF 101 TO 500 TONS | |||
| ASPHALT CONCRETE BINDER COURSE, 2" THICK | 500 | TON | $ - 0 | $ - 0 |
| A001AC | ORDER OF 501 TO 1000 TONS | |||
| ASPHALT CONCRETE BINDER COURSE, 2" THICK | 1,000 | TON | $ - 0 | $ - 0 |
| A001AD | ORDER OF 10 TO 50 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 50 | TON | $ - 0 | $ - 0 |
| A001AE | ORDER OF 51 TO 100 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 100 | TON | $ - 0 | $ - 0 |
| A001AF | ORDER OF 101 TO 500 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 1,500 | TON | $ - 0 | $ - 0 |
| A001AG | ORDER OF 501 TO 1000 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 1,500 | TON | $ - 0 | $ - 0 |
| A001AH | ORDER OF 5 TO 10 TONS | |||
| ASPHALT CONCRETE LEVELER COURSE, THICKNESS VARIES | 10 | TON | $ - 0 | $ - 0 |
| A001AJ | ORDER OF 11 TO 100 TONS | |||
| ASPHALT CONCRETE LEVELER COURSE, THICKNESS VARIES | 100 | TON | $ - 0 | $ - 0 |
| A001AK | ORDER OF 101 TO 500 TONS | |||
| ASPHALT CONCRETE LEVELER COURSE, THICKNESS VARIES | 500 | TON | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A001 $ - 0
| A002 | BASE COURSE | |||||
| A002AA | ORDER OF 1 TO 100 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 100 | SY | $ - 0 | $ - 0 | ||
| A002AB | ORDER OF 101 TO 200 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 200 | SY | $ - 0 | $ - 0 | ||
| A002AC | ORDER OF 201 TO 500 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| A002AD | ORDER OF 501 TO 1000 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 1,000 | SY | $ - 0 | $ - 0 | ||
| A002AE | ORDER OF 1 TO 100 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 100 | SY | $ - 0 | $ - 0 | ||
| A002AF | ORDER OF 101 TO 200 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 200 | SY | $ - 0 | $ - 0 | ||
| A002AG | ORDER OF 201 TO 500 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| A002AH | ORDER OF 501 TO 1000 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 1,000 | SY | $ - 0 | $ - 0 | ||
| A002AJ | ORDER OF 100 TO 200 SQUARE YARDS | |||||
| REMOVE AND REINSTALL EXISTING STABILIZED AGGREGRATE BASE COURSE MATERIAL INCLUDING FINE GRADING, UP TO 8" THICK | 640 | SY | $ - 0 | $ - 0 | ||
| A002AK | PRIME COAT | 3,600 | SY | $ - 0 | $ - 0 | |
| A002AM | TACK COAT | 30,000 | SY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A002 $ - 0
| A003 | REPAIRS TO ASPHALT CONCRETE & PORTLAND CEMENT CONCRETE PAVEMENT SURFACES | |||
| A003AA | ORDER OF 500 TO 1000 SQAURE YARDS | |||
| SINGLE SURFACE TREATMENT | 1,000 | SY | $ - 0 | $ - 0 |
| A003AB | ORDER OF 1001 TO 5000 SQUARE YARDS | |||
| SINGLE SURFACE TREATMENT | 5,000 | SY | $ - 0 | $ - 0 |
| A003AC | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| SINGLE SURFACE TREATMENT | 10,000 | SY | $ - 0 | $ - 0 |
| A003AD | ORDER OF 500 TO 1000 SQUARE YARDS | |||
| DOUBLE SURFACE TREATMENT | 1,000 | SY | $ - 0 | $ - 0 |
| A003AE | ORDER OF 1001 TO 5000 SQUARE YARDS | |||
| DOUBLE SURFACE TREATMENT | 5,000 | SY | $ - 0 | $ - 0 |
| A003AF | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| DOUBLE SURFACE TREATMENT | 10,000 | SY | $ - 0 | $ - 0 |
| A003AG | ORDER UP TO 1000 LINEAR FEET |
SEAL AND PATCH JOINTS IN PORTLAND CEMENT CONCRETE
| PAVEMENT INCLUDING PATCHING PAVEMENT, WIDTH 1/4" TO 3/4" | 210 | LF | $ - 0 | $ - 0 |
| A003AH | ORDER OF 1001 TO 5000 LINEAR FEET |
SEAL AND PATCH JOINTS IN PORTLAND CEMENT CONCRETE
| PAVEMENT INCLUDING PATCHING PAVEMENT, WIDTH 1/4" TO 3/4" | 16,000 | LF | $ - 0 | $ - 0 |
| A003AJ | ORDER OF 5001 OR MORE LINEAR FEET |
SEAL AND PATCH JOINTS IN PORTLAND CEMENT CONCRETE
| PAVEMENT INCLUDING PATCHING PAVEMENT, WIDTH 1/4" TO 3/4" | 15,000 | LF | $ - 0 | $ - 0 |
| A003AK | REPAIR JOINTS IN BRIDGE DECK | |||
| IN ACCORDANCE WITH SCDOT GUIDANCE AND REGULATIONS | 80 | LF | $ - 0 | $ - 0 |
| A003AL | ORDER OF 1000 TP 5000 SQUARE YARDS | |||
| SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 7,500 | SY | $ - 0 | $ - 0 |
| A003AM | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 15,000 | SY | $ - 0 | $ - 0 |
| A003AN | ORDER OF 1000 TP 5000 SQUARE YARDS | |||
| FUEL-RESISTANT SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 5,000 | SY | $ - 0 | $ - 0 |
| A003AP | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| FUEL-RESISTANT SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 10,000 | SY | $ - 0 | $ - 0 |
| A003AQ | ORDER OF 1000 TO 5000 SQUARE YARDS | |||
| FOG COAT OVER ASPHALT CONCRETE PAVEMENT | 5,000 | SY | $ - 0 | $ - 0 |
| A003AR | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| FOG COAT OVER ASPHALT CONCRETE PAVEMENT | 10,000 | SY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A003 $ - 0
| A004 | PORTLAND CEMENT CONCRETE WORK ITEMS | |||||
| A004AA | ORDER OF 100 TO 500 SQUARE YARDS | |||||
| PAVEMENT, 650 PSI FLEXURAL STRENGTH, 8" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| A004AB | ORDER OF 501 TO 1000 SQUARE YARDS | |||||
| PAVEMENT, 650 PSI FLEXURAL STRENGTH, 8" THICK | 1,000 | SY | $ - 0 | $ - 0 | ||
| A004AC | ORDER OF 1001 SQUARE YARDS OR MORE | |||||
| PAVEMENT, 650 PSI FLEXURAL STRENGTH, 8" THICK | 2,000 | SY | $ - 0 | $ - 0 | ||
| A004AD | CONCRETE DRIVEWAY PAVEMENT, | |||||
| 4000 PSI, 4" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| A004AE | CONCRETE DRIVEWAY PAVEMENT WITH BUILT-IN CURB THICKNESS EDGE | |||||
| 4000 PSI, 4" THICK | 100 | CY | $ - 0 | $ - 0 | ||
| A004AF | CONCRETE DRIVEWAY PAVEMENT, | |||||
| 4000 PSI, 6" THICK | 100 | CY | $ - 0 | $ - 0 | ||
| A004AG | CONCRETE DRIVEWAY PAVEMENT WITH BUILT-IN CURB THICKNESS EDGE | |||||
| 4000 PSI, 4" THICK | 100 | CY | $ - 0 | $ - 0 | ||
| A004AH | CURB AND THICKENED EDGE | |||||
| RAISE CURB AS PER DETAIL | 40 | LF | $ - 0 | $ - 0 | ||
| A004AJ | ROLL OVER CURB AND GUTTER 18" WIDE | 30 | LF | $ - 0 | $ - 0 | |
| A004AK | CURB AND GUTTER, 18" WIDE | 40 | LF | $ - 0 | $ - 0 | |
| A004AL | CURB AND GUTTER, 24" WIDE | 20 | LF | $ - 0 | $ - 0 | |
| A004AM | CURB AND GUTTER, 30" WIDE | 26 | LF | $ - 0 | $ - 0 | |
| A004AN | CURB AND GUTTER, 36" WIDE | 10 | LF | $ - 0 | $ - 0 | |
| A004AP | EXPANSION JOINT WITH SEALANT, 1/2" WIDE | 100 | LF | $ - 0 | $ - 0 | |
| A004AQ | CONTRACTION JOINT | 120 | LF | $ - 0 | $ - 0 | |
| A004AR | WIDE CONTRACTION JOINT | 50 | LF | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A004 $ - 0
| A005 | CONCRETE PAVEMENT | ||||
| A005AA | TOTAL SLAB REPLACEMENT: 8" THICK 0 TO 28 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AB | TOTAL SLAB REPLACEMENT: 8" THICK 28 TO 84 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AC | TOTAL SLAB REPLACEMENT: 8" THICK OVER 84 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AD | TOTAL SLAB REPLACEMENT: 10" THICK 0 TO 28 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AE | TOTAL SLAB REPLACEMENT: 10" THICK 28 TO 84 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AF | TOTAL SLAB REPLACEMENT: 10" THICK OVER 84 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AG | TOTAL SLAB REPLACEMENT: 12" THICK 0 TO 28 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AH | TOTAL SLAB REPLACEMENT: 12" THICK 28 TO 84 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AJ | TOTAL SLAB REPLACEMENT: 12" THICK OVER 84 CY | 200 | CY | $ - 0 | $ - 0 |
| A005AK | PARTIAL SLAB REPLACEMENT: 8" THICK | 64 | CY | $ - 0 | $ - 0 |
| A005AL | PARTIAL SLAB REPLACEMENT: 10" THICK | 30 | CY | $ - 0 | $ - 0 |
| A005AM | PARTIAL SLAB REPLACEMENT: 12" THICK | 90 | CY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A005 $ - 0
| A006 | MARKING AND SIGNAGE |
| A006AA | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 100 | LF | $ - 0 | $ - 0 |
| A006AB | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 500 | LF | $ - 0 | $ - 0 |
| A006AC | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 3,000 | LF | $ - 0 | $ - 0 |
| A006AD | ORDER OF 1001 TO 5000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 24,000 | LF | $ - 0 | $ - 0 |
| A006AE | ORDER OF 5001 LINEAR FEET OR MORE |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 30,000 | LF | $ - 0 | $ - 0 |
| A006AF | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| PAINT STRIPING, 5" WIDE | 80 | LF | $ - 0 | $ - 0 |
| A006AG | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| PAINT STRIPING, 5" WIDE | 300 | LF | $ - 0 | $ - 0 |
| A006AH | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| PAINT STRIPING, 5" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| A006AJ | ORDER OF 20 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, AIRFIELD REFLECTIVE PAVEMENT
| PAINT STRIPING, 36" WIDE | 500 | LF | $ - 0 | $ - 0 |
| A006AK | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, AIRFIELD REFLECTIVE PAVEMENT
| PAINT STRIPING, 36" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| A006AL | ORDER OF 1001 TO 5000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, AIRFIELD REFLECTIVE PAVEMENT
| PAINT STRIPING, 36" WIDE | 10,000 | LF | $ - 0 | $ - 0 |
| A006AM | ORDER 20 FT X 60 FT | |||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT AIRFIELD MARKING | 5 | EA | $ - 0 | $ - 0 |
| A006AN | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 160 | LF | $ - 0 | $ - 0 |
| A006AP | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 500 | LF | $ - 0 | $ - 0 |
| A006AQ | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| A006AR | ORDER OF 1001 TO 5000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 5,000 | LF | $ - 0 | $ - 0 |
| A006AS | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 8" WIDE | 100 | LF | $ - 0 | $ - 0 |
| A006AT | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 8" WIDE | 500 | LF | $ - 0 | $ - 0 |
| A006AU | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 8" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| A006AV | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 12" WIDE | 100 | LF | $ - 0 | $ - 0 |
| A006AW | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 12" WIDE | 500 | LF | $ - 0 | $ - 0 |
| A006AX | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 12" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| A006AY | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 12" WIDE | 100 | LF | $ - 0 | $ - 0 |
| A006AZ | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 12" WIDE | 500 | LF | $ - 0 | $ - 0 |
| A006BA | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 12" WIDE | 100 | LF | $ - 0 | $ - 0 | ||
| A006BB | ORDER SOLID WHITE THERMOPLASTIC LINEAR FEET | |||||
| 24" WIDE STRIPING | 24 | LF | $ - 0 | $ - 0 | ||
| A006BC | ORDER YELLOW PAVEMENT PAINT LINEAR FEET | |||||
| CURB 6" WIDE AND 6" HIGH | 6,000 | LF | $ - 0 | $ - 0 | ||
| A006BD | ORDER HANDICAP LOGO, REFLECTIVE PAVEMENT PAINT | |||||
| 36" LOGO | 20 | EA | $ - 0 | $ - 0 | ||
| A006BE | ORDER HANDICAP LOGO, REFLECTIVE THERMOPLASTIC | |||||
| 36" LOGO | 2 | EA | $ - 0 | $ - 0 | ||
| A006BF | ORDER 1' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 3 | EA | $ - 0 | $ - 0 | ||
| A006BG | ORDER 2' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 3 | EA | $ - 0 | $ - 0 | ||
| A006BH | ORDER 3'-6" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 2 | EA | $ - 0 | $ - 0 | ||
| A006BJ | ORDER 4' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 4 | EA | $ - 0 | $ - 0 | ||
| A006BK | ORDER 6'-3" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 2 | EA | $ - 0 | $ - 0 | ||
| A006BL | ORDER 8' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 1 | EA | $ - 0 | $ - 0 | ||
| A006BM | ORDER 4' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE PAVEMENT PAINT | 5 | EA | $ - 0 | $ - 0 | ||
| A006BN | ORDER 6' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE PAVEMENT PAINT | 4 | EA | $ - 0 | $ - 0 | ||
| A006BP | ORDER 8' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE PAVEMENT PAINT | 4 | EA | $ - 0 | $ - 0 | ||
| A006BQ | ORDER 1' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 1 | EA | $ - 0 | $ - 0 | ||
| A006BR | ORDER 2' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| A006BS | ORDER 3'-6" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 4 | EA | $ - 0 | $ - 0 | ||
| A006BT | ORDER 4' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 1 | EA | $ - 0 | $ - 0 | ||
| A006BU | ORDER 6'-3" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 4 | EA | $ - 0 | $ - 0 | ||
| A006BV | ORDER 8' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| A006BW | ORDER 4' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| A006BX | ORDER 6' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 3 | EA | $ - 0 | $ - 0 | ||
| A006BY | ORDER 8' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 3 | EA | $ - 0 | $ - 0 | ||
| A006BZ | ORDER 9'-10" HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| A006CA | ORDER WHITE PAVEMENT DELINEATOR | |||||
| REFLECTIVE SURFACE ON ONE SIDE (MONODIRECTIONAL) | 90 | EA | $ - 0 | $ - 0 | ||
| A006CB | ORDER YELLOW OR BLUE PAVEMENT DELINEATOR | |||||
| REFLECTIVE SURFACE ON BOTH SIDES | 150 | EA | $ - 0 | $ - 0 | ||
| A006CC | ORDER TRAFFIC SIGN WITH POST | 16 | EA | $ - 0 | $ - 0 | |
| A006CD | ORDER RELOCATE EXISTING TRAFFIC SIGN WITH POST | 8 | EA | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A006 $ - 0
| A007 | STORM DRAINAGE SYSTEM |
| A007AA | 2' TO 3' DEEP |
STANDARD 4' DIAMETER MANHOLE W/ TRAFFIC DUTY
| CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 |
| A007AB | 3' TO 4' DEEP |
STANDARD 4' DIAMETER MANHOLE W/ TRAFFIC DUTY
| CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 |
| A007AC | 4' TO 5' DEEP |
STANDARD 4' DIAMETER MANHOLE W/ TRAFFIC DUTY
| CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 |
| A007AD | 2' TO 3' DEEP |
STANDARD 4' DIAMETER CATCH BASIN W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| A007AE | 3' TO 4' DEEP |
STANDARD 4' DIAMETER CATCH BASIN W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| A007AF | 4' TO 5' DEEP |
STANDARD 4' DIAMETER CATCH BASIN W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| A007AG | 2' TO 3' DEEP |
STANDARD CURB INLET W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| A007AH | 3' TO 4' DEEP |
STANDARD CURB INLET W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| A007AJ | 4' TO 5' DEEP |
STANDARD CURB INLET W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| A007AK | REMOVE 2' X 3' CATCH BASIN FRAME AND GRATING |
REPLACE WITH 2' X 3' HEAVY DUTY TRAFFIC CATCH BASIN FRAME AND GRATING
| IN 6" THICK REINFORCED CONCRETE SLAB W/ #6 REBARS, 6" O.C. THROUGHOUT | 1 | EA | $ - 0 | $ - 0 | ||
| A007AL | REMOVE EXISTING MANHOLE FRAME AND COVER | |||||
| REPLACE WITH TRAFFIC DUTY CAST IRON FRAME AND COVER | 2 | EA | $ - 0 | $ - 0 | ||
| A007AM | REMOVE EXISTING CATCH BASIN FRAME AND GRATING | |||||
| REPLASE WITH TRAFFIC DUTY CAST IRON FRAME AND GRATING | 2 | EA | $ - 0 | $ - 0 | ||
| A007AN | RAISE OR LOWER CATCH BASIN OR MANHOLE | 3 | EA | $ - 0 | $ - 0 | |
| A007AP | RAISE VALVE BOX PER DETAIL | 3 | EA | $ - 0 | $ - 0 | |
| A007AQ | MODIFIED INLET BOX 4' X 4' | 2 | EA | $ - 0 | $ - 0 | |
| A007AR | MODIFIED INLET BOX 5' X 5' | 2 | EA | $ - 0 | $ - 0 | |
| A007AS | MODIFIED INLET BOX 6' X 6' | 1 | EA | $ - 0 | $ - 0 | |
| A007AT | MODIFIED INLET BOX 7' X 7' | 1 | EA | $ - 0 | $ - 0 | |
| A007AU | RCP CLASS III, 12" DIAMETER | 25 | LF | $ - 0 | $ - 0 | |
| A007AV | RCP CLASS III, 15" DIAMETER | 100 | LF | $ - 0 | $ - 0 | |
| A007AW | RCP CLASS III, 18" DIAMETER | 120 | LF | $ - 0 | $ - 0 | |
| A007AX | RCP CLASS III, 24" DIAMETER | 50 | LF | $ - 0 | $ - 0 | |
| A007AY | RCP CLASS III, 36" DIAMETER | 20 | LF | $ - 0 | $ - 0 | |
| A007AZ | RCP CLASS III, 42" DIAMETER | 4 | LF | $ - 0 | $ - 0 | |
| A007BA | RCP CLASS III, 48" DIAMETER | 44 | LF | $ - 0 | $ - 0 | |
| A007BB | RCP CLASS III, HORIZONTAL ELLIPTICAL | |||||
| 12" X 18" | 10 | LF | $ - 0 | $ - 0 | ||
| A007BC | RCP CLASS III, HORIZONTAL ELLIPTICAL | |||||
| 14" X 23" | 9 | LF | $ - 0 | $ - 0 | ||
| A007BD | RCP CLASS III, 12" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| A007BE | RCP CLASS III, 15" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007BF | RCP CLASS III, 18" DIAMETER | |||||
| FLARE END | 3 | EA | $ - 0 | $ - 0 | ||
| A007BG | RCP CLASS III, 24" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007BH | RCP CLASS III, 36" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007BJ | RCP CLASS III, 42" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007BK | RCP CLASS III, 48" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007BL | RCP CLASS IV, 12" DIAMETER | 40 | LF | $ - 0 | $ - 0 | |
| A007BM | RCP CLASS IV, 15" DIAMETER | 36 | LF | $ - 0 | $ - 0 | |
| A007BN | RCP CLASS IV, 18" DIAMETER | 50 | LF | $ - 0 | $ - 0 | |
| A007BP | RCP CLASS IV, 24" DIAMETER | 30 | LF | $ - 0 | $ - 0 | |
| A007BQ | RCP CLASS IV, 36" DIAMETER | 15 | LF | $ - 0 | $ - 0 | |
| A007BR | RCP CLASS IV, 42" DIAMETER | 4 | LF | $ - 0 | $ - 0 | |
| A007BS | RCP CLASS IV, 48" DIAMETER | 14 | LF | $ - 0 | $ - 0 | |
| A007BT | RCP CLASS IV, HORICONTAL ELLIPTICAL | |||||
| 12" X 18" | 3 | LF | $ - 0 | $ - 0 | ||
| A007BU | RCP CLASS IV, HORIZONTAL ELLIPTICAL | |||||
| 14" X 23" | 3 | LF | $ - 0 | $ - 0 | ||
| A007BV | RCP CLASS IV, 12" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| A007BW | RCP CLASS IV, 15" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007BX | RCP CLASS IV, 18" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| A007BY | RCP CLASS IV, 24" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| A007BZ | RCP CLASS IV, 36" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| A007CA | RCP CLASS IV, 42" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007CB | RCP CLASS IV, 48" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| A007CC | CORRUGATED HDPE PIPE, | |||||
| 12" DIAMETER | 50 | LF | $ - 0 | $ - 0 | ||
| A007CD | CORRUGATED HDPE PIPE, | |||||
| 15" DIAMETER | 30 | LF | $ - 0 | $ - 0 | ||
| A007CE | CORRUGATED HDPE PIPE, | |||||
| 18" DIAMETER | 45 | LF | $ - 0 | $ - 0 | ||
| A007CF | CORRUGATED HDPE PIPE, | |||||
| 24" DIAMETER | 30 | LF | $ - 0 | $ - 0 | ||
| A007CG | CONNECT NEW STORM DRAINAGE PIPE TO EXISTING STORM DRAINAGE STRUCTURE | 2 | EA | $ - 0 | $ - 0 | |
| A007CH | 12" DIAMETER PERFORATED PVC PIPE DRAIN INCLUDING STONE AND GEOTEXTILE | |||||
| FABRIC AS PER DETAIL | 160 | LF | $ - 0 | $ - 0 | ||
| A007CJ | FRENCH DRAIN | 150 | LF | $ - 0 | $ - 0 | |
| A007CK | EROSION CONTROL RIP-RAP AT STORM DRAIN LINES, |
8" THICK
SDHEC GRADATIONS CLASS B 12 SY $ - 0 $ - 0
TOTAL COST FOR CONTRACT LINE ITEM A007 $ - 0
| A008 | EARTHWORK | |||||
| A008AA | REMOVE UNSUITABLE SOIL | 120 | CY | $ - 0 | $ - 0 | |
| A008AB | CONTROLLED FILL MATERIAL | 60 | CY | $ - 0 | $ - 0 | |
| A008AC | FLOWABLE FILL MATERIAL | 60 | CY | $ - 0 | $ - 0 | |
| A008AD | GEOTEXTILE FABRIC OVER SUBGRADE | 500 | SY | $ - 0 | $ - 0 | |
| A008AE | EROSION CONTROL BLANKET | 350 | SY | $ - 0 | $ - 0 | |
| A008AF | STRIP TOPSOIL, 4" THICK | 1,500 | CY | $ - 0 | $ - 0 | |
| A008AG | CUT AND FILL IN SOIL | |||||
| INCLUDING FINE GRADING | 200 | CY | $ - 0 | $ - 0 | ||
| A008AH | TRENCHING IN SOIL, | |||||
| IN GRASS AREA | 250 | CY | $ - 0 | $ - 0 | ||
| A008AJ | TRENCHING IN SOIL IN PAVED AREAS AND/OR NEAR BUILDINGS AND STRUCTURES REQUIRING SHEETING AND SHORING | 100 | CY | $ - 0 | $ - 0 | |
| A008AK | TOPSOIL, SPREAD FROM STOCKPILE, | |||||
| 4" THICK | 320 | SY | $ - 0 | $ - 0 | ||
| A008AL | TOPSOIL, BORROW/IMPORT AND SPREAD 4" THICK | 13 | CY | $ - 0 | $ - 0 | |
| A008AM | GRADING EDGE OF ROAD | 800 | LF | $ - 0 | $ - 0 | |
| A008AN | ROOT GUARD BARRIER SYSTEM UB24-2 | 150 | LF | $ - 0 | $ - 0 | |
| A008AP | GRASSING, BERMUDA | 1,500 | SY | $ - 0 | $ - 0 | |
| A008AQ | SOD, BERMUDA | 450 | SY | $ - 0 | $ - 0 | |
| A008AR | SILT FENCE | 300 | LF | $ - 0 | $ - 0 | |
| A008AS | SILT FENCE AROUND CATCH BASIN/GRATE INLET | 20 | LF | $ - 0 | $ - 0 | |
| A008AT | SEDIMENT BARRIER AT CURB INLET/CATCH BASIN IN PAVED AREA | 12 | EA | $ - 0 | $ - 0 | |
| A008AU | TREE PROTECTION | 2 | EA | $ - 0 | $ - 0 | |
| A008AV | STONE RIP-RAP ON 4" CRUSHED STONE AND GEOTEXTILE FABRIC OVER EMBANKMENT SLOPE, |
MINIMUM 12" THICK (STONE 50 TO 150 POUNDS)
| SCDHEC GRADATIONS CLASS B | 60 | SY | $ - 0 | $ - 0 | ||
| A008AW | DIRECTIONAL BORING | 200 | LF | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A008 $ - 0
| A009 | DEMOLITION |
| A009AA | REMOVE ASPHALT CONCRETE PAVEMENT, |
3" THICK INCLUDING AGGREGATE BASE COURSE,
| 6" THICK | 420 | SY | $ - 0 | $ - 0 | ||
| A009AB | REMOVE TEMPORARY ASPHALT CONCRETE | |||||
| PATCH, AVERAGE 1" THICK | 12 | SY | $ - 0 | $ - 0 | ||
| A009AC | REMOVE PORTLAND CEMENT CONCRETE PAVEMENT, 8" THICK | 100 | SY | $ - 0 | $ - 0 | |
| A009AD | REMOVE PORTLAND CEMENT CONCRETE SIDEWALK, 6" THICK | 100 | SY | $ - 0 | $ - 0 | |
| A009AE | REMOVE PORTLAND CEMENT CONCRETE SIDEWALK, 4" THICK | 600 | SY | $ - 0 | $ - 0 | |
| A009AF | SAWCUT ASPHALT CONCRETE OR PORTLAND CEMENT | |||||
| CONCRETE PAVEMENT, MINIMUM 2" DEEP | 250 | LF | $ - 0 | $ - 0 | ||
| A009AG | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 500 | SY | $ - 0 | $ - 0 |
| A009AH | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 1,000 | SY | $ - 0 | $ - 0 |
| A009AJ | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 5,000 | SY | $ - 0 | $ - 0 |
| A009AK | ORDER OF 5001 SQUARE YARDS OR MORE |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 10,000 | SY | $ - 0 | $ - 0 |
| A009AL | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND DISPOSING OF (RECYCLING) OFF THE BASE | 500 | SY | $ - 0 | $ - 0 |
| A009AM | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND DISPOSING OF (RECYCLING) OFF THE BASE | 1,000 | SY | $ - 0 | $ - 0 |
| A009AN | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND DISPOSING OF (RECYCLING) OFF THE BASE | 5,000 | SY | $ - 0 | $ - 0 |
| A009AP | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 500 | SY | $ - 0 | $ - 0 |
| A009AQ | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 1,600 | SY | $ - 0 | $ - 0 |
| A009AR | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 12,000 | SY | $ - 0 | $ - 0 |
| A009AS | ORDER OF 5001 SQUARE YARDS OR MORE |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 10,000 | SY | $ - 0 | $ - 0 |
| A009AT | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND DISPOSING OF (RECYCLING) OFF THE BASE | 500 | SY | $ - 0 | $ - 0 |
| A009AU | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND DISPOSING OF (RECYCLING) OFF THE BASE | 1,200 | SY | $ - 0 | $ - 0 |
| A009AV | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND DISPOSING OF (RECYCLING) OFF THE BASE | 5,000 | SY | $ - 0 | $ - 0 |
| A009AW | ORDER OF 5001 SQUARE YARDS OR MORE |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND DISPOSING OF (RECYCLING) OFF THE BASE | 10,000 | SY | $ - 0 | $ - 0 | ||
| A009AX | REMOVE CONCRETE CURB AND GUTTER 18" WIDE | 45 | LF | $ - 0 | $ - 0 | |
| A009AY | REMOVE CONCRETE CURB AND GUTTER 24" WIDE | 36 | LF | $ - 0 | $ - 0 | |
| A009AZ | REMOVE CONCRETE CURB AND GUTTER 30" WIDE | 30 | LF | $ - 0 | $ - 0 | |
| A009BA | REMOVE CONCRETE CURB AND GUTTER 36" WIDE | 30 | LF | $ - 0 | $ - 0 | |
| A009BB | REMOVE CONCRETE CURB 6" WIDE AND 18" DEEP | 30 | LF | $ - 0 | $ - 0 | |
| A009BC | REMOVE PAINT/THERMOPLASTIC STRIPING FROM PAVEMENT, | |||||
| 4" TO 6" WIDE | 600 | LF | $ - 0 | $ - 0 | ||
| A009BD | REMOVE TRAFFIC SIGN WITH POST | 5 | EA | $ - 0 | $ - 0 | |
| A009BE | REMOVE 4" DIAMETER MANHOLE, | |||||
| UP TO 5' DEEP, INCLUDING CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 | ||
| A009BF | CLEAR AND GRUB PINE AND HARDWOOD TREES UP TO 30" DIAMETER, TREE STUMPS, ROOTS AND BRUSH | 1 | AC | $ - 0 | $ - 0 | |
| A009BG | TRINM LIVE OAK TREES, UP TO 8" DIAMETER AND CLEAR AND GRUB TREE ROOTS TO A MINIMUM OF 24" BELOW EXISTING GRADE AND BACKFILL WITH CONTROLLED FILL MATERIAL | 5 | EA | $ - 0 | $ - 0 | |
| A009BH | REMOVE STORM DRAIN PIPES, UP TO 18" DIAMETER AND 5' DEPTH, REQUIRED FOR NEW STORM DRAIN PIPING | 240 | LF | $ - 0 | $ - 0 | |
| A009BJ | DEMOLISH EXISTING CATCH BASIN OR CURB INLET STRUCTURE IN PAVED AREA, UP TO 5' DEPTH AND PROVIDE CONTROLLED FILL MATERIAL AND PATCH WITH NEW ASPHALT CONCRETE PAVEMENT | 2 | EA | $ - 0 | $ - 0 | |
| A009BK | REMOVE DAMAGED GUARD RAIL | 40 | LF | $ - 0 | $ - 0 | |
| A009BL | REMOVE DAMAGED GUARD RAIL COLLAPSIBLE END BARRIER | 2 | EA | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A009 $ - 0
| A010 | SUPPLY/SERVICES | ||||
| A010AA | PRE-CAST WHEEL STOPS WITH PINS | 75 | EA | $ - 0 | $ - 0 |
| A010AB | REMOVE AND RELOCATE PRE-CAST CONCRETE WHEEL STOPS | 32 | EA | $ - 0 | $ - 0 |
| A010AC | SPEED BUMPS | 100 | LF | $ - 0 | $ - 0 |
| A010AD | GUARD RAIL 10 FT SECTION | 40 | LF | $ - 0 | $ - 0 |
| A010AE | GUARD RAIL COLLAPSIBLE END BARRIER | 2 | EA | $ - 0 | $ - 0 |
| A010AF | REMOVE AND RELOCATE PALMETTO TREES | 2 | EA | $ - 0 | $ - 0 |
| A010AG | REMOVE AND RELOCATE SHURBS | 6 | EA | $ - 0 | $ - 0 |
| A010AH | REBARS UP TO #6 FOR CONCRETE PAVEMENT | 100 | LB | $ - 0 | $ - 0 |
| A010AJ | WELDED WIRE FABRIC, FLAT SHEETS 6 X 6 - W 1.4 X W 1.4 FOR CONCRETE SIDEWALK | 30 | SY | $ - 0 | $ - 0 |
| A010AK | REGISTERED LAND SURVEYOR SERVICES LICENSED IN SOUTH CAROLINA | 2 | PD | $ - 0 | $ - 0 |
| A010AL | GEOTECHNICAL ENGINEER SERVICES LICENSED IN SOUTH CAROLINA | 20 | HR | $ - 0 | $ - 0 |
| A010AM | PROFESSIONAL ENGINEER SERVICES LICENSED IN SOUTH CAROLINA | 24 | HR | $ - 0 | $ - 0 |
| A010AN | AIRFIELD RUNWAY FRICTION TEST IN ACCORDANCE WITH FAA GUIDELINES (FAA AC 150/5320-12C) | 2 | EA | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A010 $ - 0
| A011 | SYNTHETIC SURFACE | ||||
| A011AA | SYNTHETIC SURFACE DELAMINATION REPAIR | 3,282 | SY | $ - 0 | $ - 0 |
| A011AB | SYNTHETIC SURFACE AND ASPHALT CONCRETE REPAIR | 2,100 | SY | $ - 0 | $ - 0 |
| A011AC | SYNTHETIC SURFACE AND ASPHALT CONCRETE REPAIR WITH 6" BASE REPAIR | 2,000 | SY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A011 $ - 0
| A012 | WARNING PADS AND RUMBLE STRIPS | ||||
| A012AA | DETECTABLE WARNING PADS | 250 | SF | $ - 0 | $ - 0 |
| A012AB | RUMBLE STRIPS IN 4" - 8", FOR LESS THAN A MILE | 500 | LF | $ - 0 | $ - 0 |
| A012AC | RUMBLE STRIPS IN 4" - 8", FOR A MILE AND GREATER | 500 | LF | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A012 $ - 0
| A013 | ACCESSIBLE | ||||
| A013AA | WHEEL CHAIR ACCESS FOR SIDEWALK, TROWEL WORK TO FINISH | 500 | SY | $ - 0 | $ - 0 |
| A013AB | WHEEL CHAIR RAMP, THICKENED EDGE AND SIDE CURBS INCLUDES FORM, POUR, AND FINISH | 200 | CY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM A013 $ - 0
| A014 | NON-PRICED ITEMS | ||||
| NEGOTIATED BY THE KO. WORK NOT COVERED BY PRE PRICED LINE ITEMS BUT RELATED TO PAVEMENT TYPE WORK. DAVIS-BACON ACT AND MATERIAL/EQUIPMENT RENTAL COST. | |||||
| A014AA | LABOR REGULAR (DAVIS-BACON ACT) WORKING HOURS (NEGOTIATED BY KO) COST TO PROVIDE ONE FLAT RATE REGULAR HOUR OF WORK-IN-PLACE. THIS UNIT PRICE INCLUDES THE CONTRACTOR'S HOURLY MECHANIC WAGE ADJUSTED TO ALLOW FOR THE OFFEROR'S WORKFORCE PRODUCTIVITY, AND ALL COSTS FOR PROFIT, PROFIT ON MATERIALS ORDERED UNDER "MATERIAL AND EQUIPMENT LINE ITEM", TOOLS, CONTRACTOR OWNED EQUIPMENT, FIELD AND HOME OFFICE OVERHEAD, CLERICAL SUPPORT, SUPERVISION, INSPECTION, FEES, TAXES, LICENSES, PERMITS, AND INSURANCE. IN SHORT, ALL COSTS ASSOCIATED WITH PROVIDING A SPECIFIC FLAT RATE HOUR OF EFFORT. | 1040 | HR | $ - 0 | $ - 0 |
| A014AB | LABOR OVERTIME (DAVIS-BACON ACT) AFTER REGULAR WORKING HOURS, WEEKENDS, OR HOLIDAYS (NEGOTIATED BY KO) COST TO PROVIDE ONE FLAT RATE OVERTIME HOUR OF WORK-IN-PLACE. THIS UNIT PRICE INCLUDES THE CONTRACTOR'S HOURLY MECHANIC OVERTIME WAGE ADJUSTED TO ALLOW FOR THE OFFEROR'S WORKFORCE PRODUCTIVITY, AND ALL COSTS FOR PROFIT, PROFIT ON MATERIALS ORDERED UNDER "MATERIAL AND EQUIPMENT LINE ITEM", TOOLS, CONTRACTOR OWNED EQUIPMENT, FIELD AND HOME OFFICE OVERHEAD, CLERICAL SUPPORT, SUPERVISION, INSPECTION, FEES, TAXES, LICENSES, PERMITS, AND INSURANCE. IN SHORT, ALL COSTS ASSOCIATED WITH PROVIDING A SPECIFIC FLAT RATE HOUR OF EFFORT. | 1040 | HR | $ - 0 | $ - 0 |
| A014AC | MATERIAL AND EQUIPMENT RENTAL | 1 | LS | $ 250,000.00 | $ 250,000.00 |
TOTAL COST FOR CONTRACT LINE ITEM A014 $ - 0
BASE YEAR TOTAL CONTRACT PRICE $0.00
NOTES: 1. The cost of disposal off the Government property shall be included in the cost of removal of each item when the item is not salvaged and reused for the new work.
2. The costs of items listed in the Schedule shall include costs of any other items required for complete installation of the items listed in the Schedule as specified when the other items are not listed in the Schedule.
3. The cost of registered Land Surveyor required for establishing invert elevations shall be included in the unit price of storm drain pipes.
4. The cost of testing various items required by the specifications shall be included in the unit prices of the items.
5. The quantities of thermoplastic striping and pavement paint striping listed in the Schedule are the actual lengths of the striping and not the length of the streets, parking stalls or crosswalks.
SY:SQUARE YARD, CY:CUBIC YARD, LF: LINEAR FOOT, EA:EACH, AC: ACRE, RCP:REINFORCED CONCRETE PIPE, PVC:POLYVINYL CHLORIDE, HDPE: HIGH DENSITY POLYETHYLENE, PD: PART DAY, HR: HOURLY
Option One
| Solicitation No. TBD |
| INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR: |
| TRI-COMMAND PAVEMENT IDIQ CONTRACT |
| EXHIBIT B, EXHIBIT LINE ITEMS | |||||
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES | |||||
| ELIN | Description | Est. Qty | Unit | Unit Price | Total Price |
INDEFINITE QUANTITY (IQ) WORK ITEMS - OPTION YEAR ONE - CLIN 0001
| B001 | ASPHALT CONCRETE PAVEMENT | |||
| B001AA | ORDER OF 50 TO 100 TONS | |||
| ASPHALT CONCRETE BINDER COURSE, 2" THICK | 100 | TON | $ - 0 | $ - 0 |
| B001AB | ORDER OF 101 TO 500 TONS | |||
| ASPHALT CONCRETE BINDER COURSE, 2" THICK | 500 | TON | $ - 0 | $ - 0 |
| B001AC | ORDER OF 501 TO 1000 TONS | |||
| ASPHALT CONCRETE BINDER COURSE, 2" THICK | 1,000 | TON | $ - 0 | $ - 0 |
| B001AD | ORDER OF 10 TO 50 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 50 | TON | $ - 0 | $ - 0 |
| B001AE | ORDER OF 51 TO 100 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 100 | TON | $ - 0 | $ - 0 |
| B001AF | ORDER OF 101 TO 500 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 1,500 | TON | $ - 0 | $ - 0 |
| B001AG | ORDER OF 501 TO 1000 TONS | |||
| ASPHALT CONCRETE WEARING COURSE, 2" THICK | 1,500 | TON | $ - 0 | $ - 0 |
| B001AH | ORDER OF 5 TO 10 TONS | |||
| ASPHALT CONCRETE LEVELER COURSE, THICKNESS VARIES | 10 | TON | $ - 0 | $ - 0 |
| B001AJ | ORDER OF 11 TO 100 TONS | |||
| ASPHALT CONCRETE LEVELER COURSE, THICKNESS VARIES | 100 | TON | $ - 0 | $ - 0 |
| B001AK | ORDER OF 101 TO 500 TONS | |||
| ASPHALT CONCRETE LEVELER COURSE, THICKNESS VARIES | 500 | TON | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B001 $ - 0
| B002 | BASE COURSE | |||||
| B002AA | ORDER OF 1 TO 100 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 100 | SY | $ - 0 | $ - 0 | ||
| B002AB | ORDER OF 101 TO 200 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 200 | SY | $ - 0 | $ - 0 | ||
| B002AC | ORDER OF 201 TO 500 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| B002AD | ORDER OF 501 TO 1000 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 6" THICK | 1,000 | SY | $ - 0 | $ - 0 | ||
| B002AE | ORDER OF 1 TO 100 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 100 | SY | $ - 0 | $ - 0 | ||
| B002AF | ORDER OF 101 TO 200 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 200 | SY | $ - 0 | $ - 0 | ||
| B002AG | ORDER OF 201 TO 500 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| B002AH | ORDER OF 501 TO 1000 SQUARE YARDS | |||||
| STABILIZED AGGREGRATE BASE COURSE, INCLUDING FINE GRADING, 8" THICK | 1,000 | SY | $ - 0 | $ - 0 | ||
| B002AJ | ORDER OF 100 TO 200 SQUARE YARDS | |||||
| REMOVE AND REINSTALL EXISTING STABILIZED AGGREGRATE BASE COURSE MATERIAL INCLUDING FINE GRADING, UP TO 8" THICK | 640 | SY | $ - 0 | $ - 0 | ||
| B002AK | PRIME COAT | 3,600 | SY | $ - 0 | $ - 0 | |
| B002AM | TACK COAT | 30,000 | SY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B002 $ - 0
| B003 | REPAIRS TO ASPHALT CONCRETE & PORTLAND CEMENT CONCRETE PAVEMENT SURFACES | |||
| B003AA | ORDER OF 500 TO 1000 SQAURE YARDS | |||
| SINGLE SURFACE TREATMENT | 1,000 | SY | $ - 0 | $ - 0 |
| B003AB | ORDER OF 1001 TO 5000 SQUARE YARDS | |||
| SINGLE SURFACE TREATMENT | 5,000 | SY | $ - 0 | $ - 0 |
| B003AC | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| SINGLE SURFACE TREATMENT | 10,000 | SY | $ - 0 | $ - 0 |
| B003AD | ORDER OF 500 TO 1000 SQUARE YARDS | |||
| DOUBLE SURFACE TREATMENT | 1,000 | SY | $ - 0 | $ - 0 |
| B003AE | ORDER OF 1001 TO 5000 SQUARE YARDS | |||
| DOUBLE SURFACE TREATMENT | 5,000 | SY | $ - 0 | $ - 0 |
| B003AF | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| DOUBLE SURFACE TREATMENT | 10,000 | SY | $ - 0 | $ - 0 |
| B003AG | ORDER UP TO 1000 LINEAR FEET |
SEAL AND PATCH JOINTS IN PORTLAND CEMENT CONCRETE
| PAVEMENT INCLUDING PATCHING PAVEMENT, WIDTH 1/4" TO 3/4" | 210 | LF | $ - 0 | $ - 0 |
| B003AH | ORDER OF 1001 TO 5000 LINEAR FEET |
SEAL AND PATCH JOINTS IN PORTLAND CEMENT CONCRETE
| PAVEMENT INCLUDING PATCHING PAVEMENT, WIDTH 1/4" TO 3/4" | 16,000 | LF | $ - 0 | $ - 0 |
| B003AJ | ORDER OF 5001 OR MORE LINEAR FEET |
SEAL AND PATCH JOINTS IN PORTLAND CEMENT CONCRETE
| PAVEMENT INCLUDING PATCHING PAVEMENT, WIDTH 1/4" TO 3/4" | 15,000 | LF | $ - 0 | $ - 0 |
| B003AK | REPAIR JOINTS IN BRIDGE DECK | |||
| IN ACCORDANCE WITH SCDOT GUIDANCE AND REGULATIONS | 80 | LF | $ - 0 | $ - 0 |
| B003AL | ORDER OF 1000 TP 5000 SQUARE YARDS | |||
| SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 7,500 | SY | $ - 0 | $ - 0 |
| B003AM | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 15,000 | SY | $ - 0 | $ - 0 |
| B003AN | ORDER OF 1000 TP 5000 SQUARE YARDS | |||
| FUEL-RESISTANT SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 5,000 | SY | $ - 0 | $ - 0 |
| B003AP | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| FUEL-RESISTANT SEAL COAT OVER ASPHALT CONCRETE PAVEMENT | 10,000 | SY | $ - 0 | $ - 0 |
| B003AQ | ORDER OF 1000 TO 5000 SQUARE YARDS | |||
| FOG COAT OVER ASPHALT CONCRETE PAVEMENT | 5,000 | SY | $ - 0 | $ - 0 |
| B003AR | ORDER OF 5001 SQUARE YARDS OR MORE | |||
| FOG COAT OVER ASPHALT CONCRETE PAVEMENT | 10,000 | SY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B003 $ - 0
| B004 | PORTLAND CEMENT CONCRETE WORK ITEMS | |||||
| B004AA | ORDER OF 100 TO 500 SQUARE YARDS | |||||
| PAVEMENT, 650 PSI FLEXURAL STRENGTH, 8" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| B004AB | ORDER OF 501 TO 1000 SQUARE YARDS | |||||
| PAVEMENT, 650 PSI FLEXURAL STRENGTH, 8" THICK | 1,000 | SY | $ - 0 | $ - 0 | ||
| B004AC | ORDER OF 1001 SQUARE YARDS OR MORE | |||||
| PAVEMENT, 650 PSI FLEXURAL STRENGTH, 8" THICK | 2,000 | SY | $ - 0 | $ - 0 | ||
| B004AD | CONCRETE DRIVEWAY PAVEMENT, | |||||
| 4000 PSI, 4" THICK | 500 | SY | $ - 0 | $ - 0 | ||
| B004AE | CONCRETE DRIVEWAY PAVEMENT WITH BUILT-IN CURB THICKNESS EDGE | |||||
| 4000 PSI, 4" THICK | 100 | CY | $ - 0 | $ - 0 | ||
| B004AF | CONCRETE DRIVEWAY PAVEMENT, | |||||
| 4000 PSI, 6" THICK | 100 | CY | $ - 0 | $ - 0 | ||
| B004AG | CONCRETE DRIVEWAY PAVEMENT WITH BUILT-IN CURB THICKNESS EDGE | |||||
| 4000 PSI, 4" THICK | 100 | CY | $ - 0 | $ - 0 | ||
| B004AH | CURB AND THICKENED EDGE | |||||
| RAISE CURB AS PER DETAIL | 40 | LF | $ - 0 | $ - 0 | ||
| B004AJ | ROLL OVER CURB AND GUTTER 18" WIDE | 30 | LF | $ - 0 | $ - 0 | |
| B004AK | CURB AND GUTTER, 18" WIDE | 40 | LF | $ - 0 | $ - 0 | |
| B004AL | CURB AND GUTTER, 24" WIDE | 20 | LF | $ - 0 | $ - 0 | |
| B004AM | CURB AND GUTTER, 30" WIDE | 26 | LF | $ - 0 | $ - 0 | |
| B004AN | CURB AND GUTTER, 36" WIDE | 10 | LF | $ - 0 | $ - 0 | |
| B004AP | EXPANSION JOINT WITH SEALANT, 1/2" WIDE | 100 | LF | $ - 0 | $ - 0 | |
| B004AQ | CONTRACTION JOINT | 120 | LF | $ - 0 | $ - 0 | |
| B004AR | WIDE CONTRACTION JOINT | 50 | LF | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B004 $ - 0
| B005 | CONCRETE PAVEMENT | ||||
| B005AA | TOTAL SLAB REPLACEMENT: 8" THICK 0 TO 28 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AB | TOTAL SLAB REPLACEMENT: 8" THICK 28 TO 84 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AC | TOTAL SLAB REPLACEMENT: 8" THICK OVER 84 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AD | TOTAL SLAB REPLACEMENT: 10" THICK 0 TO 28 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AE | TOTAL SLAB REPLACEMENT: 10" THICK 28 TO 84 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AF | TOTAL SLAB REPLACEMENT: 10" THICK OVER 84 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AG | TOTAL SLAB REPLACEMENT: 12" THICK 0 TO 28 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AH | TOTAL SLAB REPLACEMENT: 12" THICK 28 TO 84 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AJ | TOTAL SLAB REPLACEMENT: 12" THICK OVER 84 CY | 200 | CY | $ - 0 | $ - 0 |
| B005AK | PARTIAL SLAB REPLACEMENT: 8" THICK | 64 | CY | $ - 0 | $ - 0 |
| B005AL | PARTIAL SLAB REPLACEMENT: 10" THICK | 30 | CY | $ - 0 | $ - 0 |
| B005AM | PARTIAL SLAB REPLACEMENT: 12" THICK | 90 | CY | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B005 $ - 0
| B006 | MARKING AND SIGNAGE |
| B006AA | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 100 | LF | $ - 0 | $ - 0 |
| B006AB | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 500 | LF | $ - 0 | $ - 0 |
| B006AC | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 3,000 | LF | $ - 0 | $ - 0 |
| B006AD | ORDER OF 1001 TO 5000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 24,000 | LF | $ - 0 | $ - 0 |
| B006AE | ORDER OF 5001 LINEAR FEET OR MORE |
SOLID WHITE OR YELLOW OR BLUE, REFLECTIVE PAVEMENT
| PAINT STRIPING, 5" WIDE | 30,000 | LF | $ - 0 | $ - 0 |
| B006AF | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| PAINT STRIPING, 5" WIDE | 80 | LF | $ - 0 | $ - 0 |
| B006AG | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| PAINT STRIPING, 5" WIDE | 300 | LF | $ - 0 | $ - 0 |
| B006AH | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| PAINT STRIPING, 5" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| B006AJ | ORDER OF 20 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, AIRFIELD REFLECTIVE PAVEMENT
| PAINT STRIPING, 36" WIDE | 500 | LF | $ - 0 | $ - 0 |
| B006AK | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, AIRFIELD REFLECTIVE PAVEMENT
| PAINT STRIPING, 36" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| B006AL | ORDER OF 1001 TO 5000 LINEAR FEET |
SOLID WHITE OR YELLOW OR BLUE, AIRFIELD REFLECTIVE PAVEMENT
| PAINT STRIPING, 36" WIDE | 10,000 | LF | $ - 0 | $ - 0 |
| B006AM | ORDER 20 FT X 60 FT | |||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT AIRFIELD MARKING | 5 | EA | $ - 0 | $ - 0 |
| B006AN | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 160 | LF | $ - 0 | $ - 0 |
| B006AP | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 500 | LF | $ - 0 | $ - 0 |
| B006AQ | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| B006AR | ORDER OF 1001 TO 5000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 8" WIDE | 5,000 | LF | $ - 0 | $ - 0 |
| B006AS | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 8" WIDE | 100 | LF | $ - 0 | $ - 0 |
| B006AT | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 8" WIDE | 500 | LF | $ - 0 | $ - 0 |
| B006AU | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 8" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| B006AV | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 12" WIDE | 100 | LF | $ - 0 | $ - 0 |
| B006AW | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 12" WIDE | 500 | LF | $ - 0 | $ - 0 |
| B006AX | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE PAVEMENT PAINT
| CROSSWALK STRIPING, 12" WIDE | 1,000 | LF | $ - 0 | $ - 0 |
| B006AY | ORDER OF 20 TO 100 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 12" WIDE | 100 | LF | $ - 0 | $ - 0 |
| B006AZ | ORDER OF 101 TO 500 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 12" WIDE | 500 | LF | $ - 0 | $ - 0 |
| B006BA | ORDER OF 501 TO 1000 LINEAR FEET |
SOLID WHITE OR YELLOW, REFLECTIVE THERMOPLASTIC
| CROSSWALK STRIPING, 12" WIDE | 100 | LF | $ - 0 | $ - 0 | ||
| B006BB | ORDER SOLID WHITE THERMOPLASTIC LINEAR FEET | |||||
| 24" WIDE STRIPING | 24 | LF | $ - 0 | $ - 0 | ||
| B006BC | ORDER YELLOW PAVEMENT PAINT LINEAR FEET | |||||
| CURB 6" WIDE AND 6" HIGH | 6,000 | LF | $ - 0 | $ - 0 | ||
| B006BD | ORDER HANDICAP LOGO, REFLECTIVE PAVEMENT PAINT | |||||
| 36" LOGO | 20 | EA | $ - 0 | $ - 0 | ||
| B006BE | ORDER HANDICAP LOGO, REFLECTIVE THERMOPLASTIC | |||||
| 36" LOGO | 2 | EA | $ - 0 | $ - 0 | ||
| B006BF | ORDER 1' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 3 | EA | $ - 0 | $ - 0 | ||
| B006BG | ORDER 2' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 3 | EA | $ - 0 | $ - 0 | ||
| B006BH | ORDER 3'-6" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 2 | EA | $ - 0 | $ - 0 | ||
| B006BJ | ORDER 4' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 4 | EA | $ - 0 | $ - 0 | ||
| B006BK | ORDER 6'-3" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 2 | EA | $ - 0 | $ - 0 | ||
| B006BL | ORDER 8' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE PAVEMENT PAINT | 1 | EA | $ - 0 | $ - 0 | ||
| B006BM | ORDER 4' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE PAVEMENT PAINT | 5 | EA | $ - 0 | $ - 0 | ||
| B006BN | ORDER 6' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE PAVEMENT PAINT | 4 | EA | $ - 0 | $ - 0 | ||
| B006BP | ORDER 8' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE PAVEMENT PAINT | 4 | EA | $ - 0 | $ - 0 | ||
| B006BQ | ORDER 1' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 1 | EA | $ - 0 | $ - 0 | ||
| B006BR | ORDER 2' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| B006BS | ORDER 3'-6" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 4 | EA | $ - 0 | $ - 0 | ||
| B006BT | ORDER 4' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 1 | EA | $ - 0 | $ - 0 | ||
| B006BU | ORDER 6'-3" HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 4 | EA | $ - 0 | $ - 0 | ||
| B006BV | ORDER 8' HIGH | |||||
| ALPHANUMERIC, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| B006BW | ORDER 4' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| B006BX | ORDER 6' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 3 | EA | $ - 0 | $ - 0 | ||
| B006BY | ORDER 8' HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 3 | EA | $ - 0 | $ - 0 | ||
| B006BZ | ORDER 9'-10" HIGH | |||||
| LEFT, STRAIGHT, OR RIGHT ARROW, REFLECTIVE THERMOPLASTIC | 2 | EA | $ - 0 | $ - 0 | ||
| B006CA | ORDER WHITE PAVEMENT DELINEATOR | |||||
| REFLECTIVE SURFACE ON ONE SIDE (MONODIRECTIONAL) | 90 | EA | $ - 0 | $ - 0 | ||
| B006CB | ORDER YELLOW OR BLUE PAVEMENT DELINEATOR | |||||
| REFLECTIVE SURFACE ON BOTH SIDES | 150 | EA | $ - 0 | $ - 0 | ||
| B006CC | ORDER TRAFFIC SIGN WITH POST | 16 | EA | $ - 0 | $ - 0 | |
| B006CD | ORDER RELOCATE EXISTING TRAFFIC SIGN WITH POST | 8 | EA | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B006 $ - 0
| B007 | STORM DRAINAGE SYSTEM |
| B007AA | 2' TO 3' DEEP |
STANDARD 4' DIAMETER MANHOLE W/ TRAFFIC DUTY
| CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 |
| B007AB | 3' TO 4' DEEP |
STANDARD 4' DIAMETER MANHOLE W/ TRAFFIC DUTY
| CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 |
| B007AC | 4' TO 5' DEEP |
STANDARD 4' DIAMETER MANHOLE W/ TRAFFIC DUTY
| CAST IRON FRAME AND COVER | 1 | EA | $ - 0 | $ - 0 |
| B007AD | 2' TO 3' DEEP |
STANDARD 4' DIAMETER CATCH BASIN W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| B007AE | 3' TO 4' DEEP |
STANDARD 4' DIAMETER CATCH BASIN W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| B007AF | 4' TO 5' DEEP |
STANDARD 4' DIAMETER CATCH BASIN W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| B007AG | 2' TO 3' DEEP |
STANDARD CURB INLET W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| B007AH | 3' TO 4' DEEP |
STANDARD CURB INLET W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| B007AJ | 4' TO 5' DEEP |
STANDARD CURB INLET W/ TRAFFIC DUTY
| CAST IRON FRAME AND GRATING | 1 | EA | $ - 0 | $ - 0 |
| B007AK | REMOVE 2' X 3' CATCH BASIN FRAME AND GRATING |
REPLACE WITH 2' X 3' HEAVY DUTY TRAFFIC CATCH BASIN FRAME AND GRATING
| IN 6" THICK REINFORCED CONCRETE SLAB W/ #6 REBARS, 6" O.C. THROUGHOUT | 1 | EA | $ - 0 | $ - 0 | ||
| B007AL | REMOVE EXISTING MANHOLE FRAME AND COVER | |||||
| REPLACE WITH TRAFFIC DUTY CAST IRON FRAME AND COVER | 2 | EA | $ - 0 | $ - 0 | ||
| B007AM | REMOVE EXISTING CATCH BASIN FRAME AND GRATING | |||||
| REPLASE WITH TRAFFIC DUTY CAST IRON FRAME AND GRATING | 2 | EA | $ - 0 | $ - 0 | ||
| B007AN | RAISE OR LOWER CATCH BASIN OR MANHOLE | 3 | EA | $ - 0 | $ - 0 | |
| B007AP | RAISE VALVE BOX PER DETAIL | 3 | EA | $ - 0 | $ - 0 | |
| B007AQ | MODIFIED INLET BOX 4' X 4' | 2 | EA | $ - 0 | $ - 0 | |
| B007AR | MODIFIED INLET BOX 5' X 5' | 2 | EA | $ - 0 | $ - 0 | |
| B007AS | MODIFIED INLET BOX 6' X 6' | 1 | EA | $ - 0 | $ - 0 | |
| B007AT | MODIFIED INLET BOX 7' X 7' | 1 | EA | $ - 0 | $ - 0 | |
| B007AU | RCP CLASS III, 12" DIAMETER | 25 | LF | $ - 0 | $ - 0 | |
| B007AV | RCP CLASS III, 15" DIAMETER | 100 | LF | $ - 0 | $ - 0 | |
| B007AW | RCP CLASS III, 18" DIAMETER | 120 | LF | $ - 0 | $ - 0 | |
| B007AX | RCP CLASS III, 24" DIAMETER | 50 | LF | $ - 0 | $ - 0 | |
| B007AY | RCP CLASS III, 36" DIAMETER | 20 | LF | $ - 0 | $ - 0 | |
| B007AZ | RCP CLASS III, 42" DIAMETER | 4 | LF | $ - 0 | $ - 0 | |
| B007BA | RCP CLASS III, 48" DIAMETER | 44 | LF | $ - 0 | $ - 0 | |
| B007BB | RCP CLASS III, HORIZONTAL ELLIPTICAL | |||||
| 12" X 18" | 10 | LF | $ - 0 | $ - 0 | ||
| B007BC | RCP CLASS III, HORIZONTAL ELLIPTICAL | |||||
| 14" X 23" | 9 | LF | $ - 0 | $ - 0 | ||
| B007BD | RCP CLASS III, 12" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| B007BE | RCP CLASS III, 15" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007BF | RCP CLASS III, 18" DIAMETER | |||||
| FLARE END | 3 | EA | $ - 0 | $ - 0 | ||
| B007BG | RCP CLASS III, 24" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007BH | RCP CLASS III, 36" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007BJ | RCP CLASS III, 42" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007BK | RCP CLASS III, 48" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007BL | RCP CLASS IV, 12" DIAMETER | 40 | LF | $ - 0 | $ - 0 | |
| B007BM | RCP CLASS IV, 15" DIAMETER | 36 | LF | $ - 0 | $ - 0 | |
| B007BN | RCP CLASS IV, 18" DIAMETER | 50 | LF | $ - 0 | $ - 0 | |
| B007BP | RCP CLASS IV, 24" DIAMETER | 30 | LF | $ - 0 | $ - 0 | |
| B007BQ | RCP CLASS IV, 36" DIAMETER | 15 | LF | $ - 0 | $ - 0 | |
| B007BR | RCP CLASS IV, 42" DIAMETER | 4 | LF | $ - 0 | $ - 0 | |
| B007BS | RCP CLASS IV, 48" DIAMETER | 14 | LF | $ - 0 | $ - 0 | |
| B007BT | RCP CLASS IV, HORICONTAL ELLIPTICAL | |||||
| 12" X 18" | 3 | LF | $ - 0 | $ - 0 | ||
| B007BU | RCP CLASS IV, HORIZONTAL ELLIPTICAL | |||||
| 14" X 23" | 3 | LF | $ - 0 | $ - 0 | ||
| B007BV | RCP CLASS IV, 12" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| B007BW | RCP CLASS IV, 15" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007BX | RCP CLASS IV, 18" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| B007BY | RCP CLASS IV, 24" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| B007BZ | RCP CLASS IV, 36" DIAMETER | |||||
| FLARE END | 2 | EA | $ - 0 | $ - 0 | ||
| B007CA | RCP CLASS IV, 42" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007CB | RCP CLASS IV, 48" DIAMETER | |||||
| FLARE END | 1 | EA | $ - 0 | $ - 0 | ||
| B007CC | CORRUGATED HDPE PIPE, | |||||
| 12" DIAMETER | 50 | LF | $ - 0 | $ - 0 | ||
| B007CD | CORRUGATED HDPE PIPE, | |||||
| 15" DIAMETER | 30 | LF | $ - 0 | $ - 0 | ||
| B007CE | CORRUGATED HDPE PIPE, | |||||
| 18" DIAMETER | 45 | LF | $ - 0 | $ - 0 | ||
| B007CF | CORRUGATED HDPE PIPE, | |||||
| 24" DIAMETER | 30 | LF | $ - 0 | $ - 0 | ||
| B007CG | CONNECT NEW STORM DRAINAGE PIPE TO EXISTING STORM DRAINAGE STRUCTURE | 2 | EA | $ - 0 | $ - 0 | |
| B007CH | 12" DIAMETER PERFORATED PVC PIPE DRAIN INCLUDING STONE AND GEOTEXTILE | |||||
| FABRIC AS PER DETAIL | 160 | LF | $ - 0 | $ - 0 | ||
| B007CJ | FRENCH DRAIN | 150 | LF | $ - 0 | $ - 0 | |
| B007CK | EROSION CONTROL RIP-RAP AT STORM DRAIN LINES, |
8" THICK
SDHEC GRADATIONS CLASS B 12 SY $ - 0 $ - 0
TOTAL COST FOR CONTRACT LINE ITEM B007 $ - 0
| B008 | EARTHWORK | |||||
| B008AA | REMOVE UNSUITABLE SOIL | 120 | CY | $ - 0 | $ - 0 | |
| B008AB | CONTROLLED FILL MATERIAL | 60 | CY | $ - 0 | $ - 0 | |
| B008AC | FLOWABLE FILL MATERIAL | 60 | CY | $ - 0 | $ - 0 | |
| B008AD | GEOTEXTILE FABRIC OVER SUBGRADE | 500 | SY | $ - 0 | $ - 0 | |
| B008AE | EROSION CONTROL BLANKET | 350 | SY | $ - 0 | $ - 0 | |
| B008AF | STRIP TOPSOIL, 4" THICK | 1,500 | CY | $ - 0 | $ - 0 | |
| B008AG | CUT AND FILL IN SOIL | |||||
| INCLUDING FINE GRADING | 200 | CY | $ - 0 | $ - 0 | ||
| B008AH | TRENCHING IN SOIL, | |||||
| IN GRASS AREA | 250 | CY | $ - 0 | $ - 0 | ||
| B008AJ | TRENCHING IN SOIL IN PAVED AREAS AND/OR NEAR BUILDINGS AND STRUCTURES REQUIRING SHEETING AND SHORING | 100 | CY | $ - 0 | $ - 0 | |
| B008AK | TOPSOIL, SPREAD FROM STOCKPILE, | |||||
| 4" THICK | 320 | SY | $ - 0 | $ - 0 | ||
| B008AL | TOPSOIL, BORROW/IMPORT AND SPREAD 4" THICK | 13 | CY | $ - 0 | $ - 0 | |
| B008AM | GRADING EDGE OF ROAD | 800 | LF | $ - 0 | $ - 0 | |
| B008AN | ROOT GUARD BARRIER SYSTEM UB24-2 | 150 | LF | $ - 0 | $ - 0 | |
| B008AP | GRASSING, BERMUDA | 1,500 | SY | $ - 0 | $ - 0 | |
| B008AQ | SOD, BERMUDA | 450 | SY | $ - 0 | $ - 0 | |
| B008AR | SILT FENCE | 300 | LF | $ - 0 | $ - 0 | |
| B008AS | SILT FENCE AROUND CATCH BASIN/GRATE INLET | 20 | LF | $ - 0 | $ - 0 | |
| B008AT | SEDIMENT BARRIER AT CURB INLET/CATCH BASIN IN PAVED AREA | 12 | EA | $ - 0 | $ - 0 | |
| B008AU | TREE PROTECTION | 2 | EA | $ - 0 | $ - 0 | |
| B008AV | STONE RIP-RAP ON 4" CRUSHED STONE AND GEOTEXTILE FABRIC OVER EMBANKMENT SLOPE, |
MINIMUM 12" THICK (STONE 50 TO 150 POUNDS)
| SCDHEC GRADATIONS CLASS B | 60 | SY | $ - 0 | $ - 0 | ||
| B008AW | DIRECTIONAL BORING | 200 | LF | $ - 0 | $ - 0 |
TOTAL COST FOR CONTRACT LINE ITEM B008 $ - 0
| B009 | DEMOLITION |
| B009AA | REMOVE ASPHALT CONCRETE PAVEMENT, |
3" THICK INCLUDING AGGREGATE BASE COURSE,
| 6" THICK | 420 | SY | $ - 0 | $ - 0 | ||
| B009AB | REMOVE TEMPORARY ASPHALT CONCRETE | |||||
| PATCH, AVERAGE 1" THICK | 12 | SY | $ - 0 | $ - 0 | ||
| B009AC | REMOVE PORTLAND CEMENT CONCRETE PAVEMENT, 8" THICK | 100 | SY | $ - 0 | $ - 0 | |
| B009AD | REMOVE PORTLAND CEMENT CONCRETE SIDEWALK, 6" THICK | 100 | SY | $ - 0 | $ - 0 | |
| B009AE | REMOVE PORTLAND CEMENT CONCRETE SIDEWALK, 4" THICK | 600 | SY | $ - 0 | $ - 0 | |
| B009AF | SAWCUT ASPHALT CONCRETE OR PORTLAND CEMENT | |||||
| CONCRETE PAVEMENT, MINIMUM 2" DEEP | 250 | LF | $ - 0 | $ - 0 | ||
| B009AG | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 500 | SY | $ - 0 | $ - 0 |
| B009AH | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 1,000 | SY | $ - 0 | $ - 0 |
| B009AJ | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 5,000 | SY | $ - 0 | $ - 0 |
| B009AK | ORDER OF 5001 SQUARE YARDS OR MORE |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND STOCKPILING ON BASE | 10,000 | SY | $ - 0 | $ - 0 |
| B009AL | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND DISPOSING OF (RECYCLING) OFF THE BASE | 500 | SY | $ - 0 | $ - 0 |
| B009AM | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND DISPOSING OF (RECYCLING) OFF THE BASE | 1,000 | SY | $ - 0 | $ - 0 |
| B009AN | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 0" AT ONE END TO 2" AT OTHER END AND DISPOSING OF (RECYCLING) OFF THE BASE | 5,000 | SY | $ - 0 | $ - 0 |
| B009AP | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 500 | SY | $ - 0 | $ - 0 |
| B009AQ | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 1,600 | SY | $ - 0 | $ - 0 |
| B009AR | ORDER OF 1001 TO 5000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 12,000 | SY | $ - 0 | $ - 0 |
| B009AS | ORDER OF 5001 SQUARE YARDS OR MORE |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND STOCKPILING ON BASE | 10,000 | SY | $ - 0 | $ - 0 |
| B009AT | ORDER OF 200 TO 500 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND DISPOSING OF (RECYCLING) OFF THE BASE | 500 | SY | $ - 0 | $ - 0 |
| B009AU | ORDER OF 501 TO 1000 SQUARE YARDS |
COLD MILLING OF ASPHALT CONCTRETE PAVEMENT,
| 2" THICK AND DISPOSING OF (RECYCLING) OFF THE BASE | 1,200 | SY | $ - 0 | $ - 0 |
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