ATTACHMENT A - IDIQ PAVING NAVFAC WASHINGTON ELINs.xlsx
XLSX spreadsheet 663 KB Posted
- Attached to
- Indefinite Delivery Indefinite Quantity (IDIQ) Paving at Various Locations, Washington DC, MD, & VA
- Solicitation number
- N40080-21-R-7608
About this file
This document provides details for an indefinite delivery indefinite quantity (IDIQ) paving contract opportunity with the Naval Facilities Engineering Command (NAVFAC) Washington. The solicitation seeks a base year and four one-year options for paving services at various locations in Washington DC, Maryland, and Virginia, with a maximum value of $75 million. The contract type will be firm fixed price. The NAICS code assigned is 237310 for highway, street, and bridge construction, and the small business size standard is $39.5 million. The source selection process will use lowest price technically acceptable evaluation. The solicitation number is N40080-21-R-7608 and all amendments and documents will be posted to Beta SAM.
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Agregate Estimate Contract Number N40080-21-R-7608
Dated:
| Contract Cost | ||
| Base Period | 2021 | |
| Option Period 1 | 2022 | - 0 |
| Option Period 2 | 2023 | - 0 |
| Option Period 3 | 2024 | - 0 |
| Option Period 4 | 2025 | - 0 |
Total contract cost - 0
GE Base Year ELIN
SECTION 00101, EXHIBIT 9000 - INDEFINITE QUANTITY GE Base Year ELIN
| Item No. | Description | Unit | Est. Qty. | Unit Price | Total | |
| I. DEMOLITION | ||||||
| ELIN A | 0001 | D&R OF CONCRETE CURB | LF | 6000 | $ - 0 | |
| ELIN A | 0002 | DEMO. & REMOVAL C/G | LF | 6000 | $ - 0 | |
| ELIN A | 0003 | D&R OF BITUMINOUS CURB | LF | 6000 | $ - 0 | |
| ELIN A | 0004 | D&R OF PARK STOP BLOCK/S PINS | EA | 2400 | $ - 0 | |
| ELIN A | 0005 | D&R CP UPTO 12" THICK W/O REINF. | CY | 720 | $ - 0 | |
| ELIN A | 0006 | D&R CP UPTO 12" TO 24" THICK W/O REINF. | CY | 144 | $ - 0 | |
| ELIN A | 0007 | D&R CP UPTO 12" THICK W/ REINF. | CY | 480 | $ - 0 | |
| ELIN A | 0008 | D&R CP UPTO 12" TO 24" THICK W/ REINF. | CY | 840 | $ - 0 | |
| ELIN A | 0009 | D&R BIT. PAV. 1" TO 8" THICK | CY | 3000 | $ - 0 | |
| ELIN A | 0010 | D&R CONCRETE SIDEWALK UP TO 6" THICK | SF | 9000 | $ - 0 | |
| ELIN A | 0011 | D&R CONCRETE SIDEWALK UPTO 6" TO 12" THICK | SF | 9000 | $ - 0 | |
| ELIN A | 0012 | SCARIFYING PAVEMENT | SY | 600 | $ - 0 | |
| ELIN A | 0013 | COLD PLANNING/MILL (<100 SY) | SY | 2040 | $ - 0 | |
| ELIN A | 0014 | COLD PLANNING/MILL (>100 SY) | SY | 36000 | $ - 0 | |
| ELIN A | 0015 | REM. UNSUIT. MATER. HAND | CY | 600 | $ - 0 | |
| ELIN A | 0016 | REM. UNSUIT. MATER. MACH. | CY | 3600 | $ - 0 | |
| ELIN A | 0017 | SC C/P. AVERAGE DEPTH IS 3" | LF | 6000 | $ - 0 | |
| ELIN A | 0018 | SC A/P. AVERAGE DEPTH IS 3" | LF | 60000 | $ - 0 | |
| ELIN A | 0019 | REM. PS GRIND, UP TO 12" WIDE | LF | 600 | $ - 0 | |
| II. EXCAVATION & SITE WORK | ||||||
| ELIN A | 0020 | TRENCH EXC. & BACKFILL ACROSS ROAD | CY | 1200 | $ - 0 | |
| ELIN A | 0021 | TRENCH EXC. & BF IN TURF AR | CY | 1440 | $ - 0 | |
| ELIN A | 0022 | TRENCH REPAIR FOR ROADWAY | ||||
| ELIN A | 0023 | TRENCH REPAIR FOR ROADWAY: ASPHALT PAVING | SY | 2400 | $ - 0 | |
| ELIN A | 0024 | TRENCH REPAIR FOR ROADWAY: CONCRETE PAVING | CY | 600 | $ - 0 | |
| ELIN A | 0025 | Jack and Bore 24"-36" horizontal boring | LF | 60 | $ - 0 | |
| ELIN A | 0026 | GEN. EXC. NEW ROADS & P/L | CY | 7200 | $ - 0 | |
| ELIN A | 0027 | BACKFILL NEW ROADS & P/L | CY | 7200 | $ - 0 | |
| ELIN A | 0028 | GEO.FAB. SUB. & BASE SOIL RE | SY | 24000 | $ - 0 | |
| ELIN A | 0029 | CRUSH STONE BASS, COM. IN P | CY | 9000 | $ - 0 | |
| ELIN A | 0030 | MOISTURE-DENSITY TESTING | EA | 60 | $ - 0 | |
| ELIN A | 0031 | UNCOMP. DÉCOR. GRAV. 3" THICK | SF | 18000 | $ - 0 | |
| ELIN A | 0032 | TOPSOIL & SEEDING | SY | 12000 | $ - 0 | |
| ELIN A | 0033 | SOD | SY | 360 | $ - 0 | |
| ELIN A | 0034 | FINE GRAD. & COMPACT SUBGRAD | SY | 36000 | $ - 0 | |
| III. REINFORCED CONCRETE PAVEMENT | ||||||
| ELIN A | 0035 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN A | 0036 | 3000 PSI | CY | 600 | $ - 0 | |
| ELIN A | 0037 | 3500 PSI | CY | 600 | $ - 0 | |
| ELIN A | 0038 | 4000 PSI | CY | 600 | $ - 0 | |
| ELIN A | 0039 | 5000 PSI | CY | 600 | $ - 0 | |
| ELIN A | 0040 | 6000 PSI | CY | 240 | $ - 0 | |
| ELIN A | 0041 | CONCRETE SAMPLING AND TESTING | EA | 60 | $ - 0 | |
| IV. REINFORCED CONCRETE PAVEMENT AIRFIELD & HEAVY DUTY CONCRETE PAVING | ||||||
| ELIN A | 0042 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN A | 0043 | 3000 PSI | CY | 300 | $ - 0 | |
| ELIN A | 0044 | 3500 PSI | CY | 300 | $ - 0 | |
| ELIN A | 0045 | 4000 PSI | CY | 300 | $ - 0 | |
| ELIN A | 0046 | 5000 PSI | CY | 300 | $ - 0 | |
| ELIN A | 0047 | 6000 PSI | CY | 300 | $ - 0 | |
| ELIN A | 0048 | CONCRETE SAMPLING AND TESTING | EA | 30 | $ - 0 | |
| V. BITUM. PAVEMENT | ||||||
| ELIN A | 0049 | BIT/PAV SC/NOM. 2" THICK | SY | 30000 | $ - 0 | |
| ELIN A | 0050 | BIT/PAV BC/NOM. 4" THICK | SY | 33600 | $ - 0 | |
| ELIN A | 0051 | ASPHALT SAMPLING TESTING | ||||
| ELIN A | 0052 | MARSHALL STABILITY TEST | EA | 30 | $ - 0 | |
| ELIN A | 0053 | ASPHALT EXTRACTION TEST | EA | 30 | $ - 0 | |
| ELIN A | 0054 | FOG SEAL EXIST. ASP | SF | 240000 | $ - 0 | |
| ELIN A | 0055 | SEAL CRACKS IN ASPHALT PAVEMENT | LF | 30000 | $ - 0 | |
| ELIN A | 0056 | SEAL EXIST CRACK, EXP & CJ CONCRETE | LF | 30000 | $ - 0 | |
| ELIN A | 0057 | GEO FAB. A/P RED. REFLEC CRA | SY | 72000 | $ - 0 | |
| ELIN A | 0058 | ASPHALT SLURRY SEAL | SF | 18000 | $ - 0 | |
| ELIN A | 0059 | ASPHALT COLD-MIX PATCHING | SY | 2400 | $ - 0 | |
| VI. CONCRETE WORK | ||||||
| ELIN A | 0060 | SW 4" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | |
| ELIN A | 0061 | SW 6" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | |
| ELIN A | 0062 | HANDICAP RAMP | SF | 25200 | $ - 0 | |
| ELIN A | 0063 | CONCRETE CURB | ||||
| ELIN A | 0064 | STRAIGHT SECTION | LF | 12000 | $ - 0 | |
| ELIN A | 0065 | CURVED SECTION (R=10' TO 100') | LF | 3000 | $ - 0 | |
| ELIN A | 0066 | CURVED SECTION (R=2' TO 10') | LF | 3000 | $ - 0 | |
| ELIN A | 0067 | CONCRETE CURB AND GUTTER | ||||
| ELIN A | 0068 | STRAIGHT SECTION | LF | 6000 | $ - 0 | |
| ELIN A | 0069 | CURVED SECTION (R-10' TO 100') | LF | 1500 | $ - 0 | |
| ELIN A | 0070 | CURVED SECTION (R-2' TO 10') | LF | 1500 | $ - 0 | |
| ELIN A | 0071 | MISC CLASS D CONCRETE WORK | ||||
| ELIN A | 0072 | 2500 PSI | CY | 120 | $ - 0 | |
| ELIN A | 0073 | 3000 PSI | CY | 120 | $ - 0 | |
| ELIN A | 0074 | 4000 PSI | CY | 120 | $ - 0 | |
| ELIN A | 0075 | 5000 PSI | CY | 120 | $ - 0 | |
| ELIN A | 0076 | REINFORCING BARS (#4) | LBS | 4800 | $ - 0 | |
| ELIN A | 0077 | W/W/M 6X6 #10/10 (W1.4/W1.4) | SF | 3600 | $ - 0 | |
| ELIN A | 0078 | W/W/M 6X6 #6/6 (W2.9/W2.9) | SF | 3600 | $ - 0 | |
| ELIN A | 0079 | EXPANSION JOINTS | ||||
| ELIN A | 0080 | JET-FUEL RESISTANT (3/4" WIDTH) | LF | 1200 | $ - 0 | |
| ELIN A | 0081 | NON JET-FUEL RESISTANT (3/4" WIDTH) | LF | 600 | $ - 0 | |
| VII. STRIPING & PAINTING | ||||||
| ELIN A | 0082 | PAV/S 4" YELL/WHITE PAINT | LF | 90000 | $ - 0 | |
| ELIN A | 0083 | PAV/S 4" YELL/WHITE THERMOPLASTIC | LF | 600 | $ - 0 | |
| ELIN A | 0084 | P/S 4" RED, BLUE, GREEN PAINT | LF | 2400 | $ - 0 | |
| ELIN A | 0085 | P/S 4" RED, BLUE, GREEN THERMOPLASTIC | LF | 600 | $ - 0 | |
| ELIN A | 0086 | MISC SYMBOLS PAINTING (STANDARD PAINT) | ||||
| ELIN A | 0087 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | |
| ELIN A | 0088 | CROSSWALKS AND STOP LINE | SF | 1200 | $ - 0 | |
| ELIN A | 0089 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | |
| ELIN A | 0090 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | |
| ELIN A | 0091 | MISC. CROSSHATCHING | SF | 6000 | $ - 0 | |
| ELIN A | 0092 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | |
| ELIN A | 0093 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | |
| ELIN A | 0094 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | |
| ELIN A | 0095 | MISC SYMBOLS, THERMOPLASTIC | ||||
| ELIN A | 0096 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | |
| ELIN A | 0097 | CROSSWALKS & STOP LINES | SF | 1200 | $ - 0 | |
| ELIN A | 0098 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | |
| ELIN A | 0099 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | |
| ELIN A | 0100 | MISC. CROSSHATCHING | SF | 1200 | $ - 0 | |
| ELIN A | 0101 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | |
| ELIN A | 0102 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | |
| ELIN A | 0103 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | |
| VIII. MISCELLANEOUS WORK | ||||||
| ELIN A | 0104 | GRANITE CURB | ||||
| ELIN A | 0105 | STRAIGHT SECTION | LF | 600 | $ - 0 | |
| ELIN A | 0106 | CURVE SECTION (RAD = 10' - 100') | LF | 1200 | $ - 0 | |
| ELIN A | 0107 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | |
| ELIN A | 0108 | ASPHALT CURB | ||||
| ELIN A | 0109 | STRAIGHT SECTION | LF | 6000 | $ - 0 | |
| ELIN A | 0110 | CURVE SECTION (RAD = 10' - 100') | LF | 1800 | $ - 0 | |
| ELIN A | 0111 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | |
| ELIN A | 0112 | PARK AREA CON. STOP BLOCK | EA | 1800 | $ - 0 | |
| ELIN A | 0113 | REM. & RESET PARK STOP BLOCK | EA | 1800 | $ - 0 | |
| ELIN A | 0114 | TRAFFIC SIGNS: | ||||
| ELIN A | 0115 | "STOP" SIGNS | EA | 12 | $ - 0 | |
| ELIN A | 0116 | "YIELD" SIGNS | EA | 6 | $ - 0 | |
| ELIN A | 0117 | RAILROAD CROSS WARN SIGN | EA | 6 | $ - 0 | |
| ELIN A | 0118 | "NO PASSING ZONE" SIGNS | EA | 6 | $ - 0 | |
| ELIN A | 0119 | DIAMOND SHAPE WARN SIGN | EA | 6 | $ - 0 | |
| ELIN A | 0120 | RECTANGULAR REGULAR SIGNS | EA | 6 | $ - 0 | |
| ELIN A | 0121 | RECTANGULAR GUIDE SIGNS | EA | 6 | $ - 0 | |
| ELIN A | 0122 | TRAPEZOIDAL GUIDE SIGNS | EA | 6 | $ - 0 | |
| ELIN A | 0123 | OTHER SIGNS | EA | 6 | $ - 0 | |
| ELIN A | 0124 | REM. & REINS. TRAFFIC SIGNS | EA | 12 | $ - 0 | |
| ELIN A | 0125 | RELOCATE EXISTING SHRUBS | EA | 30 | $ - 0 | |
| ELIN A | 0126 | POLYMER-CONCRETE PATCH | SF | 1800 | $ - 0 | |
| ELIN A | 0127 | ASPHALT PATCHING | SF | 24000 | $ - 0 | |
| ELIN A | 0128 | EROSION CONTROL: | ||||
| ELIN A | 0129 | SILT FENCE | LF | 2400 | $ - 0 | |
| ELIN A | 0130 | STRAW BALE DIKE | LBS | 1200 | $ - 0 | |
| ELIN A | 0131 | INLET PROTECTION | EA | 240 | $ - 0 | |
| ELIN A | 0132 | GUARDRAIL & GUARD POST: | ||||
| ELIN A | 0133 | STEEL PLATE BEAM GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | |
| ELIN A | 0134 | CABLE GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | |
| ELIN A | 0135 | GUARD POST (BOLLARD) | ||||
| ELIN A | 0136 | 6" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | |
| ELIN A | 0137 | 4" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | |
| ELIN A | 0138 | STORM WATER PIPE CLEANING & INSPECTION 14"-24" DIA. | LF | 360 | $ - 0 | |
| ELIN A | 0139 | STORM WATER PIPE CLEANING & INSPECTION >24" DIA. | LF | 360 | $ - 0 | |
| IX. DRAINAGE STRUCTURES | ||||||
| ELIN A | 0140 | RAISE MH & CB F/C W/ SWR BRK | EA | 120 | $ - 0 | |
| ELIN A | 0141 | 1-1/2" MANHOLE RING | EA | 24 | $ - 0 | |
| ELIN A | 0142 | MANHOLES: | ||||
| ELIN A | 0143 | 48" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | |
| ELIN A | 0144 | 60" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | |
| ELIN A | 0145 | 72" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | |
| ELIN A | 0146 | 80" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | |
| ELIN A | 0147 | CATCH BASINS AND DRAINAGE INLETS | ||||
| ELIN A | 0148 | CB TYPE 'D' OR 'E', 4' SQ. | VLF | 24 | $ - 0 | |
| ELIN A | 0149 | CB TYPE 'J' OR 'K', 72"x68" | VLF | 24 | $ - 0 | |
| ELIN A | 0150 | C/INLET W/24" MH F&C, 5' WIDTH | VLF | 24 | $ - 0 | |
| ELIN A | 0151 | REB. EXIST M/MH & STORM D/I | VLF | 24 | $ - 0 | |
| ELIN A | 0152 | REB. EXIST C/M & STORM D/I | VLF | 24 | $ - 0 | |
| ELIN A | 0153 | PROVIDE NEW MAN/CBC | EA | 120 | $ - 0 | |
| ELIN A | 0154 | RAISE V/B & HANDH TO NEW PVMT. | EA | 600 | $ - 0 | |
| ELIN A | 0155 | PROVIDE NEW ENDWALL: | ||||
| ELIN A | 0156 | 12" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0157 | 15" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0158 | 18" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0159 | 24" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0160 | 30" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0161 | 36" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0162 | 42" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0163 | 48" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0164 | 60" DIAMETER | EA | 6 | $ - 0 | |
| ELIN A | 0165 | CONCRETE SWALE | SF | 1200 | $ - 0 | |
| ELIN A | 0166 | RIPRAP | TON | 2400 | $ - 0 | |
| X. DRAINAGE PIPING | ||||||
| ELIN A | 0167 | RCP | ||||
| ELIN A | 0168 | 12" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0169 | 12" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0170 | 15" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0171 | 15" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0172 | 18" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0173 | 18" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0174 | 24" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0175 | 24" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0176 | 30" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0177 | 30" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0178 | 36" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0179 | 36" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0180 | 42" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0181 | 42" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0182 | 48" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0183 | 48" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0184 | 60" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0185 | 60" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0186 | 16 GA CMP | ||||
| ELIN A | 0187 | 8" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0188 | 8" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0189 | 10" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0190 | 10" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0191 | 12" DIAMETER | LF | 1200 | $ - 0 | |
| ELIN A | 0192 | 12" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0193 | 15" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0194 | 15" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0195 | 18" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0196 | 18" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0197 | 24" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0198 | 24" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0199 | 30" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0200 | 30" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0201 | 36" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0202 | 36" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0203 | 42" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0204 | 42" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0205 | 48" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0206 | 48" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0207 | 60" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0208 | 60" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0209 | HDPE DRAINAGE PIPE | ||||
| ELIN A | 0210 | 4" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0211 | 6" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0212 | 8" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0213 | 10" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0214 | 12" DIAMETER | LF | 1200 | $ - 0 | |
| ELIN A | 0215 | 12" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0216 | 15" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0217 | 15" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0218 | 18" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0219 | 18" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0220 | 24" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0221 | 24" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0222 | 30" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0223 | 30" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0224 | 36" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0225 | 36" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0226 | 42" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0227 | 42" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0228 | 48" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0229 | 48" END SECTION | EA | 6 | $ - 0 | |
| ELIN A | 0230 | 60" DIAMETER | LF | 600 | $ - 0 | |
| ELIN A | 0231 | 60" END SECTION | EA | 6 | $ - 0 | |
| XI. PAVERS | ||||||
| ELIN A | 0232 | CONCRETE BLOCK TYPE | ||||
| ELIN A | 0233 | 2-3/8" THICK BLOCK PAVER | SF | 6000 | $ - 0 | |
| ELIN A | 0234 | 3-1/8" THICK BLOCK PAVER | SF | 6000 | $ - 0 | |
| ELIN A | 0235 | BRICK TYPE | ||||
| ELIN A | 0236 | 1-1/2" THICK BRICK PAVER | SF | 6000 | $ - 0 | |
| ELIN A | 0237 | 2-1/4" THICK BRICK PAVER | SF | 6000 | $ - 0 | |
| ELIN A | 0238 | ASPHALT TYPE | ||||
| ELIN A | 0239 | 1-1/4" THICK PAVER | SF | 6000 | $ - 0 | |
| ELIN A | 0240 | 3" THICK PAVER | SF | 6000 | $ - 0 | |
| ELIN A | 0241 | CHECKER BLOCK CP | SF | 6000 | $ - 0 | |
| XII. TEMPORARY CONSTRUCTION | ||||||
| ELIN A | 0242 | TEMPORARY TRAFFIC & PEDESTRIAN CONTROL | ||||
| ELIN A | 0243 | Flag Crew | HR | 120 | $ - 0 | |
| ELIN A | 0244 | Temporary Signs | SF | 180 | $ - 0 | |
| ELIN A | 0245 | Temporary Lights | EA | 12 | $ - 0 | |
| ELIN A | 0246 | Jersey Barricades | EA | 22 | $ - 0 | |
| ELIN A | 0247 | Temporary Fence | LF | 1200 | $ - 0 | |
| ELIN A | 0248 | TEMPORARY PROTECTION | ||||
| ELIN A | 0249 | Steel Plate Covering | SF | 360 | $ - 0 | |
| ELIN A | 0250 | Temporary Shoring and Bracing | SF | 360 | $ - 0 | |
| ELIN A | 0251 | Dewatering, each pump location per day | EA | 12 | $ - 0 | |
| XIII. GENERAL | ||||||
| ELIN A | 0252 | MOBILIZATION | ||||
| ELIN A | 0253 | MOBILI. COST (</= 100 MILE RAD) | EA | 180 | $ - 0 | |
| ELIN A | 0254 | MOBILI. COST (> 100 MILE RAD) | EA | 60 | $ - 0 | |
| ELIN A | 0255 | DEMOBIL. COST (</= 100 MILE RAD) | EA | 180 | $ - 0 | |
| ELIN A | 0256 | DEMOBIL. COST (> 100 MILE RAD) | EA | 60 | $ - 0 |
$ - 0
Contract #N40080-16-R-0160
&P/&N
Option Year 1 ELIN
SECTION 00101, EXHIBIT 9000 - INDEFINITE QUANTITY GE Option Year 1 ELIN
| Item No. | Description | Unit | Est. Qty. | Unit Price | Total | |
| I. DEMOLITION | ||||||
| ELIN B | 0001 | D&R OF CONCRETE CURB | LF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0002 | DEMO. & REMOVAL C/G | LF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0003 | D&R OF BITUMINOUS CURB | LF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0004 | D&R OF PARK STOP BLOCK/S PINS | EA | 2400 | $ - 0 | $ - 0 |
| ELIN B | 0005 | D&R CP UPTO 12" THICK W/O REINF. | CY | 720 | $ - 0 | $ - 0 |
| ELIN B | 0006 | D&R CP UPTO 12" TO 24" THICK W/O REINF. | CY | 144 | $ - 0 | $ - 0 |
| ELIN B | 0007 | D&R CP UPTO 12" THICK W/ REINF. | CY | 480 | $ - 0 | $ - 0 |
| ELIN B | 0008 | D&R CP UPTO 12" TO 24" THICK W/ REINF. | CY | 840 | $ - 0 | $ - 0 |
| ELIN B | 0009 | D&R BIT. PAV. 1" TO 8" THICK | CY | 3000 | $ - 0 | $ - 0 |
| ELIN B | 0010 | D&R CONCRETE SIDEWALK UP TO 6" THICK | SF | 9000 | $ - 0 | $ - 0 |
| ELIN B | 0011 | D&R CONCRETE SIDEWALK UP TO 12" THICK | SF | 9000 | $ - 0 | $ - 0 |
| ELIN B | 0012 | SCARIFYING PAVEMENT | SY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0013 | COLD PLANNING/MILL (<100 SY) | SY | 2040 | $ - 0 | $ - 0 |
| ELIN B | 0014 | COLD PLANNING/MILL (>100 SY) | SY | 36000 | $ - 0 | $ - 0 |
| ELIN B | 0015 | REM. UNSUIT. MATER. HAND | CY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0016 | REM. UNSUIT. MATER. MACH. | CY | 3600 | $ - 0 | $ - 0 |
| ELIN B | 0017 | SC C/P. AVERAGE DEPTH IS 3" | LF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0018 | SC A/P. AVERAGE DEPTH IS 3" | LF | 60000 | $ - 0 | $ - 0 |
| ELIN B | 0019 | REM. PS GRIND, UP TO 12" WIDE | LF | 600 | $ - 0 | $ - 0 |
| II. EXCAVATION & SITE WORK | ||||||
| ELIN B | 0020 | TRENCH EXC. & BACKFILL ACROSS ROAD | CY | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0021 | TRENCH EXC. & BF IN TURF AR | CY | 1440 | $ - 0 | $ - 0 |
| ELIN B | 0022 | TRENCH REPAIR FOR ROADWAY | ||||
| ELIN B | 0023 | TRENCH REPAIR FOR ROADWAY: ASPHALT PAVING | SY | 2400 | $ - 0 | $ - 0 |
| ELIN B | 0024 | TRENCH REPAIR FOR ROADWAY: CONCRETE PAVING | CY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0025 | Jack and Bore 24"-36" horizontal boring | LF | 60 | $ - 0 | $ - 0 |
| ELIN B | 0026 | GEN. EXC. NEW ROADS & P/L | CY | 7200 | $ - 0 | $ - 0 |
| ELIN B | 0027 | BACKFILL NEW ROADS & P/L | CY | 7200 | $ - 0 | $ - 0 |
| ELIN B | 0028 | GEO.FAB. SUB. & BASE SOIL RE | SY | 24000 | $ - 0 | $ - 0 |
| ELIN B | 0029 | CRUSH STONE BASS, COM. IN P | CY | 9000 | $ - 0 | $ - 0 |
| ELIN B | 0030 | MOISTURE-DENSITY TESTING | EA | 60 | $ - 0 | $ - 0 |
| ELIN B | 0031 | UNCOMP. DÉCOR. GRAV. 3" THICK | SF | 18000 | $ - 0 | $ - 0 |
| ELIN B | 0032 | TOPSOIL & SEEDING | SY | 12000 | $ - 0 | $ - 0 |
| ELIN B | 0033 | SOD | SY | 360 | $ - 0 | $ - 0 |
| ELIN B | 0034 | FINE GRAD. & COMPACT SUBGRAD | SY | 36000 | $ - 0 | $ - 0 |
| III. REINFORCED CONCRETE PAVEMENT | ||||||
| ELIN B | 0035 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN B | 0036 | 3000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0037 | 3500 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0038 | 4000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0039 | 5000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN B | 0040 | 6000 PSI | CY | 240 | $ - 0 | $ - 0 |
| ELIN B | 0041 | CONCRETE SAMPLING AND TESTING | EA | 60 | $ - 0 | $ - 0 |
| IV. REINFORCED CONCRETE PAVEMENT AIRFIELD & HEAVY DUTY CONCRETE PAVING | ||||||
| ELIN B | 0042 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN B | 0043 | 3000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN B | 0044 | 3500 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN B | 0045 | 4000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN B | 0046 | 5000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN B | 0047 | 6000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN B | 0048 | CONCRETE SAMPLING AND TESTING | EA | 30 | $ - 0 | $ - 0 |
| V. BITUM. PAVEMENT | ||||||
| ELIN B | 0049 | BIT/PAV SC/NOM. 2" THICK | SY | 30000 | $ - 0 | $ - 0 |
| ELIN B | 0050 | BIT/PAV BC/NOM. 4" THICK | SY | 33600 | $ - 0 | $ - 0 |
| ELIN B | 0051 | ASPHALT SAMPLING TESTING | ||||
| ELIN B | 0052 | MARSHALL STABILITY TEST | EA | 30 | $ - 0 | $ - 0 |
| ELIN B | 0053 | ASPHALT EXTRACTION TEST | EA | 30 | $ - 0 | $ - 0 |
| ELIN B | 0054 | FOG SEAL EXIST. ASP | SF | 240000 | $ - 0 | $ - 0 |
| ELIN B | 0055 | SEAL CRACKS IN ASPHALT PAVEMENT | LF | 30000 | $ - 0 | $ - 0 |
| ELIN B | 0056 | SEAL EXIST CRACK, EXP & CJ CONCRETE | LF | 30000 | $ - 0 | $ - 0 |
| ELIN B | 0057 | GEO FAB. A/P RED. REFLEC CRA | SY | 72000 | $ - 0 | $ - 0 |
| ELIN B | 0058 | ASPHALT SLURRY SEAL | SF | 18000 | $ - 0 | $ - 0 |
| ELIN B | 0059 | ASPHALT COLD-MIX PATCHING | SY | 2400 | $ - 0 | $ - 0 |
| VI. CONCRETE WORK | ||||||
| ELIN B | 0060 | SW 4" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | $ - 0 |
| ELIN B | 0061 | SW 6" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | $ - 0 |
| ELIN B | 0062 | HANDICAP RAMP | SF | 25200 | $ - 0 | $ - 0 |
| ELIN B | 0063 | CONCRETE CURB | ||||
| ELIN B | 0064 | STRAIGHT SECTION | LF | 12000 | $ - 0 | $ - 0 |
| ELIN B | 0065 | CURVED SECTION (R=10' TO 100') | LF | 3000 | $ - 0 | $ - 0 |
| ELIN B | 0066 | CURVED SECTION (R=2' TO 10') | LF | 3000 | $ - 0 | $ - 0 |
| ELIN B | 0067 | CONCRETE CURB AND GUTTER | ||||
| ELIN B | 0068 | STRAIGHT SECTION | LF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0069 | CURVED SECTION (R-10' TO 100') | LF | 1500 | $ - 0 | $ - 0 |
| ELIN B | 0070 | CURVED SECTION (R-2' TO 10') | LF | 1500 | $ - 0 | $ - 0 |
| ELIN B | 0071 | MISC CLASS D CONCRETE WORK | ||||
| ELIN B | 0072 | 2500 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN B | 0073 | 3000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN B | 0074 | 4000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN B | 0075 | 5000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN B | 0076 | REINFORCING BARS (#4) | LBS | 4800 | $ - 0 | $ - 0 |
| ELIN B | 0077 | W/W/M 6X6 #10/10 (W1.4/W1.4) | SF | 3600 | $ - 0 | $ - 0 |
| ELIN B | 0078 | W/W/M 6X6 #6/6 (W2.9/W2.9) | SF | 3600 | $ - 0 | $ - 0 |
| ELIN B | 0079 | EXPANSION JOINTS | ||||
| ELIN B | 0080 | JET-FUEL RESISTANT (3/4" WIDTH) | LF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0081 | NON JET-FUEL RESISTANT (3/4" WIDTH) | LF | 600 | $ - 0 | $ - 0 |
| VII. STRIPING & PAINTING | ||||||
| ELIN B | 0082 | PAV/S 4" YELL/WHITE PAINT | LF | 90000 | $ - 0 | $ - 0 |
| ELIN B | 0083 | PAV/S 4" YELL/WHITE THERMOPLASTIC | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0084 | P/S 4" RED, BLUE, GREEN PAINT | LF | 2400 | $ - 0 | $ - 0 |
| ELIN B | 0085 | P/S 4" RED, BLUE, GREEN THERMOPLASTIC | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0086 | MISC SYMBOLS PAINTING (STANDARD PAINT) | ||||
| ELIN B | 0087 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0088 | CROSSWALKS AND STOP LINE | SF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0089 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | $ - 0 |
| ELIN B | 0090 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0091 | MISC. CROSSHATCHING | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0092 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | $ - 0 |
| ELIN B | 0093 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | $ - 0 |
| ELIN B | 0094 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0095 | MISC SYMBOLS, THERMOPLASTIC | ||||
| ELIN B | 0096 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0097 | CROSSWALKS & STOP LINES | SF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0098 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | $ - 0 |
| ELIN B | 0099 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0100 | MISC. CROSSHATCHING | SF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0101 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | $ - 0 |
| ELIN B | 0102 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | $ - 0 |
| ELIN B | 0103 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | $ - 0 |
| VIII. MISCELLANEOUS WORK | ||||||
| ELIN B | 0104 | GRANITE CURB | ||||
| ELIN B | 0105 | STRAIGHT SECTION | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0106 | CURVE SECTION (RAD = 10' - 100') | LF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0107 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | $ - 0 |
| ELIN B | 0108 | ASPHALT CURB | ||||
| ELIN B | 0109 | STRAIGHT SECTION | LF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0110 | CURVE SECTION (RAD = 10' - 100') | LF | 1800 | $ - 0 | $ - 0 |
| ELIN B | 0111 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | $ - 0 |
| ELIN B | 0112 | PARK AREA CON. STOP BLOCK | EA | 1800 | $ - 0 | $ - 0 |
| ELIN B | 0113 | REM. & RESET PARK STOP BLOCK | EA | 1800 | $ - 0 | $ - 0 |
| ELIN B | 0114 | TRAFFIC SIGNS: | ||||
| ELIN B | 0115 | "STOP" SIGNS | EA | 12 | $ - 0 | $ - 0 |
| ELIN B | 0116 | "YIELD" SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0117 | RAILROAD CROSS WARN SIGN | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0118 | "NO PASSING ZONE" SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0119 | DIAMOND SHAPE WARN SIGN | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0120 | RECTANGULAR REGULAR SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0121 | RECTANGULAR GUIDE SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0122 | TRAPEZOIDAL GUIDE SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0123 | OTHER SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0124 | REM. & REINS. TRAFFIC SIGNS | EA | 12 | $ - 0 | $ - 0 |
| ELIN B | 0125 | RELOCATE EXISTING SHRUBS | EA | 30 | $ - 0 | $ - 0 |
| ELIN B | 0126 | POLYMER-CONCRETE PATCH | SF | 1800 | $ - 0 | $ - 0 |
| ELIN B | 0127 | ASPHALT PATCHING | SF | 24000 | $ - 0 | $ - 0 |
| ELIN B | 0128 | EROSION CONTROL: | ||||
| ELIN B | 0129 | SILT FENCE | LF | 2400 | $ - 0 | $ - 0 |
| ELIN B | 0130 | STRAW BALE DIKE | LBS | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0131 | INLET PROTECTION | EA | 240 | $ - 0 | $ - 0 |
| ELIN B | 0132 | GUARDRAIL & GUARD POST: | ||||
| ELIN B | 0133 | STEEL PLATE BEAM GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0134 | CABLE GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0135 | GUARD POST (BOLLARD) | ||||
| ELIN B | 0136 | 6" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0137 | 4" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0138 | STORM WATER PIPE CLEANING & INSPECTION 14"-24" DIA. | LF | 360 | $ - 0 | $ - 0 |
| ELIN B | 0139 | STORM WATER PIPE CLEANING & INSPECTION >24" DIA. | LF | 360 | $ - 0 | $ - 0 |
| IX. DRAINAGE STRUCTURES | ||||||
| ELIN B | 0140 | RAISE MH & CB F/C W/ SWR BRK | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0141 | 1-1/2" MANHOLE RING | EA | 24 | $ - 0 | $ - 0 |
| ELIN B | 0142 | MANHOLES: | ||||
| ELIN B | 0143 | 48" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0144 | 60" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0145 | 72" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0146 | 80" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0147 | CATCH BASINS AND DRAINAGE INLETS | ||||
| ELIN B | 0148 | CB TYPE 'D' OR 'E', 4' SQ. | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0149 | CB TYPE 'J' OR 'K', 72"x68" | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0150 | C/INLET W/24" MH F&C, 5' WIDTH | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0151 | REB. EXIST M/MH & STORM D/I | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0152 | REB. EXIST C/M & STORM D/I | VLF | 24 | $ - 0 | $ - 0 |
| ELIN B | 0153 | PROVIDE NEW MAN/CBC | EA | 120 | $ - 0 | $ - 0 |
| ELIN B | 0154 | RAISE V/B & HANDH TO NEW PVMT. | EA | 600 | $ - 0 | $ - 0 |
| ELIN B | 0155 | PROVIDE NEW ENDWALL: | ||||
| ELIN B | 0156 | 12" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0157 | 15" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0158 | 18" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0159 | 24" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0160 | 30" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0161 | 36" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0162 | 42" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0163 | 48" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0164 | 60" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0165 | CONCRETE SWALE | SF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0166 | RIPRAP | TON | 2400 | $ - 0 | $ - 0 |
| X. DRAINAGE PIPING | ||||||
| ELIN B | 0167 | RCP | ||||
| ELIN B | 0168 | 12" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0169 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0170 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0171 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0172 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0173 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0174 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0175 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0176 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0177 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0178 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0179 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0180 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0181 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0182 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0183 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0184 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0185 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0186 | 16 GA CMP | ||||
| ELIN B | 0187 | 8" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0188 | 8" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0189 | 10" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0190 | 10" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0191 | 12" DIAMETER | LF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0192 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0193 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0194 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0195 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0196 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0197 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0198 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0199 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0200 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0201 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0202 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0203 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0204 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0205 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0206 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0207 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0208 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0209 | HDPE DRAINAGE PIPE | ||||
| ELIN B | 0210 | 4" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0211 | 6" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0212 | 8" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0213 | 10" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0214 | 12" DIAMETER | LF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0215 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0216 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0217 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0218 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0219 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0220 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0221 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0222 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0223 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0224 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0225 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0226 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0227 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0228 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0229 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN B | 0230 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN B | 0231 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| XI. PAVERS | ||||||
| ELIN B | 0232 | CONCRETE BLOCK TYPE | ||||
| ELIN B | 0233 | 2-3/8" THICK BLOCK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0234 | 3-1/8" THICK BLOCK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0235 | BRICK TYPE | ||||
| ELIN B | 0236 | 1-1/2" THICK BRICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0237 | 2-1/4" THICK BRICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0238 | ASPHALT TYPE | ||||
| ELIN B | 0239 | 1-1/4" THICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0240 | 3" THICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN B | 0241 | CHECKER BLOCK CP | SF | 6000 | $ - 0 | $ - 0 |
| XII. TEMPORARY CONSTRUCTION | ||||||
| ELIN B | 0242 | TEMPORARY TRAFFIC & PEDESTRIAN CONTROL | ||||
| ELIN B | 0243 | Flag Crew | HR | 120 | $ - 0 | $ - 0 |
| ELIN B | 0244 | Temporary Signs | SF | 180 | $ - 0 | $ - 0 |
| ELIN B | 0245 | Temporary Lights | EA | 12 | $ - 0 | $ - 0 |
| ELIN B | 0246 | Jersey Barricades | EA | 22 | $ - 0 | $ - 0 |
| ELIN B | 0247 | Temporary Fence | LF | 1200 | $ - 0 | $ - 0 |
| ELIN B | 0248 | TEMPORARY PROTECTION | ||||
| ELIN B | 0249 | Steel Plate Covering | SF | 360 | $ - 0 | $ - 0 |
| ELIN B | 0250 | Temporary Shoring and Bracing | SF | 360 | $ - 0 | $ - 0 |
| ELIN B | 0251 | Dewatering, each pump location per day | EA | 12 | $ - 0 | $ - 0 |
| XIII. GENERAL | ||||||
| ELIN B | 0252 | MOBILIZATION | ||||
| ELIN B | 0253 | MOBILI. COST (</= 100 MILE RAD) | EA | 180 | $ - 0 | $ - 0 |
| ELIN B | 0254 | MOBILI. COST (> 100 MILE RAD) | EA | 60 | $ - 0 | $ - 0 |
| ELIN B | 0255 | DEMOBIL. COST (</= 100 MILE RAD) | EA | 180 | $ - 0 | $ - 0 |
| ELIN B | 0256 | DEMOBIL. COST (> 100 MILE RAD) | EA | 60 | $ - 0 | $ - 0 |
$ - 0
Option Year 2 ELIN
SECTION 00101, EXHIBIT 9000 - INDEFINITE QUANTITY GE Option Year 2 ELIN
| Item No. | Description | Unit | Est. Qty. | Unit Price | Total | |
| I. DEMOLITION | ||||||
| ELIN C | 0001 | D&R OF CONCRETE CURB | LF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0002 | DEMO. & REMOVAL C/G | LF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0003 | D&R OF BITUMINOUS CURB | LF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0004 | D&R OF PARK STOP BLOCK/S PINS | EA | 2400 | $ - 0 | $ - 0 |
| ELIN C | 0005 | D&R CP UPTO 12" THICK W/O REINF. | CY | 720 | $ - 0 | $ - 0 |
| ELIN C | 0006 | D&R CP UPTO 12" TO 24" THICK W/O REINF. | CY | 144 | $ - 0 | $ - 0 |
| ELIN C | 0007 | D&R CP UPTO 12" THICK W/ REINF. | CY | 480 | $ - 0 | $ - 0 |
| ELIN C | 0008 | D&R CP UPTO 12" TO 24" THICK W/ REINF. | CY | 840 | $ - 0 | $ - 0 |
| ELIN C | 0009 | D&R BIT. PAV. 1" TO 8" THICK | CY | 3000 | $ - 0 | $ - 0 |
| ELIN C | 0010 | D&R CONCRETE SIDEWALK UP TO 6" THICK | SF | 9000 | $ - 0 | $ - 0 |
| ELIN C | 0011 | D&R CONCRETE SIDEWALK UP TO 12" THICK | SF | 9000 | $ - 0 | $ - 0 |
| ELIN C | 0012 | SCARIFYING PAVEMENT | SY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0013 | COLD PLANNING/MILL (<100 SY) | SY | 2040 | $ - 0 | $ - 0 |
| ELIN C | 0014 | COLD PLANNING/MILL (>100 SY) | SY | 36000 | $ - 0 | $ - 0 |
| ELIN C | 0015 | REM. UNSUIT. MATER. HAND | CY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0016 | REM. UNSUIT. MATER. MACH. | CY | 3600 | $ - 0 | $ - 0 |
| ELIN C | 0017 | SC C/P. AVERAGE DEPTH IS 3" | LF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0018 | SC A/P. AVERAGE DEPTH IS 3" | LF | 60000 | $ - 0 | $ - 0 |
| ELIN C | 0019 | REM. PS GRIND, UP TO 12" WIDE | LF | 600 | $ - 0 | $ - 0 |
| II. EXCAVATION & SITE WORK | ||||||
| ELIN C | 0020 | TRENCH EXC. & BACKFILL ACROSS ROAD | CY | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0021 | TRENCH EXC. & BF IN TURF AR | CY | 1440 | $ - 0 | $ - 0 |
| ELIN C | 0022 | TRENCH REPAIR FOR ROADWAY | ||||
| ELIN C | 0023 | TRENCH REPAIR FOR ROADWAY: ASPHALT PAVING | SY | 2400 | $ - 0 | $ - 0 |
| ELIN C | 0024 | TRENCH REPAIR FOR ROADWAY: CONCRETE PAVING | CY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0025 | Jack and Bore 24"-36" horizontal boring | LF | 60 | $ - 0 | $ - 0 |
| ELIN C | 0026 | GEN. EXC. NEW ROADS & P/L | CY | 7200 | $ - 0 | $ - 0 |
| ELIN C | 0027 | BACKFILL NEW ROADS & P/L | CY | 7200 | $ - 0 | $ - 0 |
| ELIN C | 0028 | GEO.FAB. SUB. & BASE SOIL RE | SY | 24000 | $ - 0 | $ - 0 |
| ELIN C | 0029 | CRUSH STONE BASS, COM. IN P | CY | 9000 | $ - 0 | $ - 0 |
| ELIN C | 0030 | MOISTURE-DENSITY TESTING | EA | 60 | $ - 0 | $ - 0 |
| ELIN C | 0031 | UNCOMP. DÉCOR. GRAV. 3" THICK | SF | 18000 | $ - 0 | $ - 0 |
| ELIN C | 0032 | TOPSOIL & SEEDING | SY | 12000 | $ - 0 | $ - 0 |
| ELIN C | 0033 | SOD | SY | 360 | $ - 0 | $ - 0 |
| ELIN C | 0034 | FINE GRAD. & COMPACT SUBGRAD | SY | 36000 | $ - 0 | $ - 0 |
| III. REINFORCED CONCRETE PAVEMENT | ||||||
| ELIN C | 0035 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN C | 0036 | 3000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0037 | 3500 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0038 | 4000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0039 | 5000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN C | 0040 | 6000 PSI | CY | 240 | $ - 0 | $ - 0 |
| ELIN C | 0041 | CONCRETE SAMPLING AND TESTING | EA | 60 | $ - 0 | $ - 0 |
| IV. REINFORCED CONCRETE PAVEMENT AIRFIELD & HEAVY DUTY CONCRETE PAVING | ||||||
| ELIN C | 0042 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN C | 0043 | 3000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN C | 0044 | 3500 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN C | 0045 | 4000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN C | 0046 | 5000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN C | 0047 | 6000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN C | 0048 | CONCRETE SAMPLING AND TESTING | EA | 30 | $ - 0 | $ - 0 |
| V. BITUM. PAVEMENT | ||||||
| ELIN C | 0049 | BIT/PAV SC/NOM. 2" THICK | SY | 30000 | $ - 0 | $ - 0 |
| ELIN C | 0050 | BIT/PAV BC/NOM. 4" THICK | SY | 33600 | $ - 0 | $ - 0 |
| ELIN C | 0051 | ASPHALT SAMPLING TESTING | ||||
| ELIN C | 0052 | MARSHALL STABILITY TEST | EA | 30 | $ - 0 | $ - 0 |
| ELIN C | 0053 | ASPHALT EXTRACTION TEST | EA | 30 | $ - 0 | $ - 0 |
| ELIN C | 0054 | FOG SEAL EXIST. ASP | SF | 240000 | $ - 0 | $ - 0 |
| ELIN C | 0055 | SEAL CRACKS IN ASPHALT PAVEMENT | LF | 30000 | $ - 0 | $ - 0 |
| ELIN C | 0056 | SEAL EXIST CRACK, EXP & CJ CONCRETE | LF | 30000 | $ - 0 | $ - 0 |
| ELIN C | 0057 | GEO FAB. A/P RED. REFLEC CRA | SY | 72000 | $ - 0 | $ - 0 |
| ELIN C | 0058 | ASPHALT SLURRY SEAL | SF | 18000 | $ - 0 | $ - 0 |
| ELIN C | 0059 | ASPHALT COLD-MIX PATCHING | SY | 2400 | $ - 0 | $ - 0 |
| VI. CONCRETE WORK | ||||||
| ELIN C | 0060 | SW 4" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | $ - 0 |
| ELIN C | 0061 | SW 6" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | $ - 0 |
| ELIN C | 0062 | HANDICAP RAMP | SF | 25200 | $ - 0 | $ - 0 |
| ELIN C | 0063 | CONCRETE CURB | ||||
| ELIN C | 0064 | STRAIGHT SECTION | LF | 12000 | $ - 0 | $ - 0 |
| ELIN C | 0065 | CURVED SECTION (R=10' TO 100') | LF | 3000 | $ - 0 | $ - 0 |
| ELIN C | 0066 | CURVED SECTION (R=2' TO 10') | LF | 3000 | $ - 0 | $ - 0 |
| ELIN C | 0067 | CONCRETE CURB AND GUTTER | ||||
| ELIN C | 0068 | STRAIGHT SECTION | LF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0069 | CURVED SECTION (R-10' TO 100') | LF | 1500 | $ - 0 | $ - 0 |
| ELIN C | 0070 | CURVED SECTION (R-2' TO 10') | LF | 1500 | $ - 0 | $ - 0 |
| ELIN C | 0071 | MISC CLASS D CONCRETE WORK | ||||
| ELIN C | 0072 | 2500 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN C | 0073 | 3000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN C | 0074 | 4000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN C | 0075 | 5000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN C | 0076 | REINFORCING BARS (#4) | LBS | 4800 | $ - 0 | $ - 0 |
| ELIN C | 0077 | W/W/M 6X6 #10/10 (W1.4/W1.4) | SF | 3600 | $ - 0 | $ - 0 |
| ELIN C | 0078 | W/W/M 6X6 #6/6 (W2.9/W2.9) | SF | 3600 | $ - 0 | $ - 0 |
| ELIN C | 0079 | EXPANSION JOINTS | ||||
| ELIN C | 0080 | JET-FUEL RESISTANT (3/4" WIDTH) | LF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0081 | NON JET-FUEL RESISTANT (3/4" WIDTH) | LF | 600 | $ - 0 | $ - 0 |
| VII. STRIPING & PAINTING | ||||||
| ELIN C | 0082 | PAV/S 4" YELL/WHITE PAINT | LF | 90000 | $ - 0 | $ - 0 |
| ELIN C | 0083 | PAV/S 4" YELL/WHITE THERMOPLASTIC | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0084 | P/S 4" RED, BLUE, GREEN PAINT | LF | 2400 | $ - 0 | $ - 0 |
| ELIN C | 0085 | P/S 4" RED, BLUE, GREEN THERMOPLASTIC | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0086 | MISC SYMBOLS PAINTING (STANDARD PAINT) | ||||
| ELIN C | 0087 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0088 | CROSSWALKS AND STOP LINE | SF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0089 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | $ - 0 |
| ELIN C | 0090 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0091 | MISC. CROSSHATCHING | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0092 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | $ - 0 |
| ELIN C | 0093 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | $ - 0 |
| ELIN C | 0094 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0095 | MISC SYMBOLS, THERMOPLASTIC | ||||
| ELIN C | 0096 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0097 | CROSSWALKS & STOP LINES | SF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0098 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | $ - 0 |
| ELIN C | 0099 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0100 | MISC. CROSSHATCHING | SF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0101 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | $ - 0 |
| ELIN C | 0102 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | $ - 0 |
| ELIN C | 0103 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | $ - 0 |
| VIII. MISCELLANEOUS WORK | ||||||
| ELIN C | 0104 | GRANITE CURB | ||||
| ELIN C | 0105 | STRAIGHT SECTION | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0106 | CURVE SECTION (RAD = 10' - 100') | LF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0107 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | $ - 0 |
| ELIN C | 0108 | ASPHALT CURB | ||||
| ELIN C | 0109 | STRAIGHT SECTION | LF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0110 | CURVE SECTION (RAD = 10' - 100') | LF | 1800 | $ - 0 | $ - 0 |
| ELIN C | 0111 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | $ - 0 |
| ELIN C | 0112 | PARK AREA CON. STOP BLOCK | EA | 1800 | $ - 0 | $ - 0 |
| ELIN C | 0113 | REM. & RESET PARK STOP BLOCK | EA | 1800 | $ - 0 | $ - 0 |
| ELIN C | 0114 | TRAFFIC SIGNS: | ||||
| ELIN C | 0115 | "STOP" SIGNS | EA | 12 | $ - 0 | $ - 0 |
| ELIN C | 0116 | "YIELD" SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0117 | RAILROAD CROSS WARN SIGN | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0118 | "NO PASSING ZONE" SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0119 | DIAMOND SHAPE WARN SIGN | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0120 | RECTANGULAR REGULAR SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0121 | RECTANGULAR GUIDE SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0122 | TRAPEZOIDAL GUIDE SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0123 | OTHER SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0124 | REM. & REINS. TRAFFIC SIGNS | EA | 12 | $ - 0 | $ - 0 |
| ELIN C | 0125 | RELOCATE EXISTING SHRUBS | EA | 30 | $ - 0 | $ - 0 |
| ELIN C | 0126 | POLYMER-CONCRETE PATCH | SF | 1800 | $ - 0 | $ - 0 |
| ELIN C | 0127 | ASPHALT PATCHING | SF | 24000 | $ - 0 | $ - 0 |
| ELIN C | 0128 | EROSION CONTROL: | ||||
| ELIN C | 0129 | SILT FENCE | LF | 2400 | $ - 0 | $ - 0 |
| ELIN C | 0130 | STRAW BALE DIKE | LBS | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0131 | INLET PROTECTION | EA | 240 | $ - 0 | $ - 0 |
| ELIN C | 0132 | GUARDRAIL & GUARD POST: | ||||
| ELIN C | 0133 | STEEL PLATE BEAM GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0134 | CABLE GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0135 | GUARD POST (BOLLARD) | ||||
| ELIN C | 0136 | 6" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0137 | 4" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0138 | STORM WATER PIPE CLEANING & INSPECTION 14"-24" DIA. | LF | 360 | $ - 0 | $ - 0 |
| ELIN C | 0139 | STORM WATER PIPE CLEANING & INSPECTION >24" DIA. | LF | 360 | $ - 0 | $ - 0 |
| IX. DRAINAGE STRUCTURES | ||||||
| ELIN C | 0140 | RAISE MH & CB F/C W/ SWR BRK | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0141 | 1-1/2" MANHOLE RING | EA | 24 | $ - 0 | $ - 0 |
| ELIN C | 0142 | MANHOLES: | ||||
| ELIN C | 0143 | 48" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0144 | 60" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0145 | 72" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0146 | 80" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0147 | CATCH BASINS AND DRAINAGE INLETS | ||||
| ELIN C | 0148 | CB TYPE 'D' OR 'E', 4' SQ. | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0149 | CB TYPE 'J' OR 'K', 72"x68" | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0150 | C/INLET W/24" MH F&C, 5' WIDTH | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0151 | REB. EXIST M/MH & STORM D/I | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0152 | REB. EXIST C/M & STORM D/I | VLF | 24 | $ - 0 | $ - 0 |
| ELIN C | 0153 | PROVIDE NEW MAN/CBC | EA | 120 | $ - 0 | $ - 0 |
| ELIN C | 0154 | RAISE V/B & HANDH TO NEW PVMT. | EA | 600 | $ - 0 | $ - 0 |
| ELIN C | 0155 | PROVIDE NEW ENDWALL: | ||||
| ELIN C | 0156 | 12" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0157 | 15" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0158 | 18" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0159 | 24" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0160 | 30" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0161 | 36" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0162 | 42" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0163 | 48" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0164 | 60" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0165 | CONCRETE SWALE | SF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0166 | RIPRAP | TON | 2400 | $ - 0 | $ - 0 |
| X. DRAINAGE PIPING | ||||||
| ELIN C | 0167 | RCP | ||||
| ELIN C | 0168 | 12" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0169 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0170 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0171 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0172 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0173 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0174 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0175 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0176 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0177 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0178 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0179 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0180 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0181 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0182 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0183 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0184 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0185 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0186 | 16 GA CMP | ||||
| ELIN C | 0187 | 8" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0188 | 8" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0189 | 10" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0190 | 10" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0191 | 12" DIAMETER | LF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0192 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0193 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0194 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0195 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0196 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0197 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0198 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0199 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0200 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0201 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0202 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0203 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0204 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0205 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0206 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0207 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0208 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0209 | HDPE DRAINAGE PIPE | ||||
| ELIN C | 0210 | 4" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0211 | 6" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0212 | 8" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0213 | 10" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0214 | 12" DIAMETER | LF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0215 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0216 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0217 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0218 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0219 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0220 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0221 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0222 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0223 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0224 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0225 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0226 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0227 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0228 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0229 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN C | 0230 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN C | 0231 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| XI. PAVERS | ||||||
| ELIN C | 0232 | CONCRETE BLOCK TYPE | ||||
| ELIN C | 0233 | 2-3/8" THICK BLOCK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0234 | 3-1/8" THICK BLOCK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0235 | BRICK TYPE | ||||
| ELIN C | 0236 | 1-1/2" THICK BRICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0237 | 2-1/4" THICK BRICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0238 | ASPHALT TYPE | ||||
| ELIN C | 0239 | 1-1/4" THICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0240 | 3" THICK PAVER | SF | 6000 | $ - 0 | $ - 0 |
| ELIN C | 0241 | CHECKER BLOCK CP | SF | 6000 | $ - 0 | $ - 0 |
| XII. TEMPORARY CONSTRUCTION | ||||||
| ELIN C | 0242 | TEMPORARY TRAFFIC & PEDESTRIAN CONTROL | ||||
| ELIN C | 0243 | Flag Crew | HR | 120 | $ - 0 | $ - 0 |
| ELIN C | 0244 | Temporary Signs | SF | 180 | $ - 0 | $ - 0 |
| ELIN C | 0245 | Temporary Lights | EA | 12 | $ - 0 | $ - 0 |
| ELIN C | 0246 | Jersey Barricades | EA | 22 | $ - 0 | $ - 0 |
| ELIN C | 0247 | Temporary Fence | LF | 1200 | $ - 0 | $ - 0 |
| ELIN C | 0248 | TEMPORARY PROTECTION | ||||
| ELIN C | 0249 | Steel Plate Covering | SF | 360 | $ - 0 | $ - 0 |
| ELIN C | 0250 | Temporary Shoring and Bracing | SF | 360 | $ - 0 | $ - 0 |
| ELIN C | 0251 | Dewatering, each pump location per day | EA | 12 | $ - 0 | $ - 0 |
| XIII. GENERAL | ||||||
| ELIN C | 0252 | MOBILIZATION | ||||
| ELIN C | 0253 | MOBILI. COST (</= 100 MILE RAD) | EA | 180 | $ - 0 | $ - 0 |
| ELIN C | 0254 | MOBILI. COST (> 100 MILE RAD) | EA | 60 | $ - 0 | $ - 0 |
| ELIN C | 0255 | DEMOBIL. COST (</= 100 MILE RAD) | EA | 180 | $ - 0 | $ - 0 |
| ELIN C | 0256 | DEMOBIL. COST (> 100 MILE RAD) | EA | 60 | $ - 0 | $ - 0 |
$ - 0
Option Year 3 ELIN
SECTION 00101, EXHIBIT 9000 - INDEFINITE QUANTITY GE Option Year 3 ELIN
| Item No. | Description | Unit | Est. Qty. | Unit Price | Total | |
| I. DEMOLITION | ||||||
| ELIN D | 0001 | D&R OF CONCRETE CURB | LF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0002 | DEMO. & REMOVAL C/G | LF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0003 | D&R OF BITUMINOUS CURB | LF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0004 | D&R OF PARK STOP BLOCK/S PINS | EA | 2400 | $ - 0 | $ - 0 |
| ELIN D | 0005 | D&R CP UPTO 12" THICK W/O REINF. | CY | 720 | $ - 0 | $ - 0 |
| ELIN D | 0006 | D&R CP UPTO 12" TO 24" THICK W/O REINF. | CY | 144 | $ - 0 | $ - 0 |
| ELIN D | 0007 | D&R CP UPTO 12" THICK W/ REINF. | CY | 480 | $ - 0 | $ - 0 |
| ELIN D | 0008 | D&R CP UPTO 12" TO 24" THICK W/ REINF. | CY | 840 | $ - 0 | $ - 0 |
| ELIN D | 0009 | D&R BIT. PAV. 1" TO 8" THICK | CY | 3000 | $ - 0 | $ - 0 |
| ELIN D | 0010 | D&R CONCRETE SIDEWALK UP TO 6" THICK | SF | 9000 | $ - 0 | $ - 0 |
| ELIN D | 0011 | D&R CONCRETE SIDEWALK UP TO 12" THICK | SF | 9000 | $ - 0 | $ - 0 |
| ELIN D | 0012 | SCARIFYING PAVEMENT | SY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0013 | COLD PLANNING/MILL (<100 SY) | SY | 2040 | $ - 0 | $ - 0 |
| ELIN D | 0014 | COLD PLANNING/MILL (>100 SY) | SY | 36000 | $ - 0 | $ - 0 |
| ELIN D | 0015 | REM. UNSUIT. MATER. HAND | CY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0016 | REM. UNSUIT. MATER. MACH. | CY | 3600 | $ - 0 | $ - 0 |
| ELIN D | 0017 | SC C/P. AVERAGE DEPTH IS 3" | LF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0018 | SC A/P. AVERAGE DEPTH IS 3" | LF | 60000 | $ - 0 | $ - 0 |
| ELIN D | 0019 | REM. PS GRIND, UP TO 12" WIDE | LF | 600 | $ - 0 | $ - 0 |
| II. EXCAVATION & SITE WORK | ||||||
| ELIN D | 0020 | TRENCH EXC. & BACKFILL ACROSS ROAD | CY | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0021 | TRENCH EXC. & BF IN TURF AR | CY | 1440 | $ - 0 | $ - 0 |
| ELIN D | 0022 | TRENCH REPAIR FOR ROADWAY | ||||
| ELIN D | 0023 | TRENCH REPAIR FOR ROADWAY: ASPHALT PAVING | SY | 2400 | $ - 0 | $ - 0 |
| ELIN D | 0024 | TRENCH REPAIR FOR ROADWAY: CONCRETE PAVING | CY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0025 | Jack and Bore 24"-36" horizontal boring | LF | 60 | $ - 0 | $ - 0 |
| ELIN D | 0026 | GEN. EXC. NEW ROADS & P/L | CY | 7200 | $ - 0 | $ - 0 |
| ELIN D | 0027 | BACKFILL NEW ROADS & P/L | CY | 7200 | $ - 0 | $ - 0 |
| ELIN D | 0028 | GEO.FAB. SUB. & BASE SOIL RE | SY | 24000 | $ - 0 | $ - 0 |
| ELIN D | 0029 | CRUSH STONE BASS, COM. IN P | CY | 9000 | $ - 0 | $ - 0 |
| ELIN D | 0030 | MOISTURE-DENSITY TESTING | EA | 60 | $ - 0 | $ - 0 |
| ELIN D | 0031 | UNCOMP. DÉCOR. GRAV. 3" THICK | SF | 18000 | $ - 0 | $ - 0 |
| ELIN D | 0032 | TOPSOIL & SEEDING | SY | 12000 | $ - 0 | $ - 0 |
| ELIN D | 0033 | SOD | SY | 360 | $ - 0 | $ - 0 |
| ELIN D | 0034 | FINE GRAD. & COMPACT SUBGRAD | SY | 36000 | $ - 0 | $ - 0 |
| III. REINFORCED CONCRETE PAVEMENT | ||||||
| ELIN D | 0035 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN D | 0036 | 3000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0037 | 3500 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0038 | 4000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0039 | 5000 PSI | CY | 600 | $ - 0 | $ - 0 |
| ELIN D | 0040 | 6000 PSI | CY | 240 | $ - 0 | $ - 0 |
| ELIN D | 0041 | CONCRETE SAMPLING AND TESTING | EA | 60 | $ - 0 | $ - 0 |
| IV. REINFORCED CONCRETE PAVEMENT AIRFIELD & HEAVY DUTY CONCRETE PAVING | ||||||
| ELIN D | 0042 | FULL DEPTH P/C/C PAVEMENT | ||||
| ELIN D | 0043 | 3000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN D | 0044 | 3500 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN D | 0045 | 4000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN D | 0046 | 5000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN D | 0047 | 6000 PSI | CY | 300 | $ - 0 | $ - 0 |
| ELIN D | 0048 | CONCRETE SAMPLING AND TESTING | EA | 30 | $ - 0 | $ - 0 |
| V. BITUM. PAVEMENT | ||||||
| ELIN D | 0049 | BIT/PAV SC/NOM. 2" THICK | SY | 30000 | $ - 0 | $ - 0 |
| ELIN D | 0050 | BIT/PAV BC/NOM. 4" THICK | SY | 33600 | $ - 0 | $ - 0 |
| ELIN D | 0051 | ASPHALT SAMPLING TESTING | ||||
| ELIN D | 0052 | MARSHALL STABILITY TEST | EA | 30 | $ - 0 | $ - 0 |
| ELIN D | 0053 | ASPHALT EXTRACTION TEST | EA | 30 | $ - 0 | $ - 0 |
| ELIN D | 0054 | FOG SEAL EXIST. ASP | SF | 240000 | $ - 0 | $ - 0 |
| ELIN D | 0055 | SEAL CRACKS IN ASPHALT PAVEMENT | LF | 30000 | $ - 0 | $ - 0 |
| ELIN D | 0056 | SEAL EXIST CRACK, EXP & CJ CONCRETE | LF | 30000 | $ - 0 | $ - 0 |
| ELIN D | 0057 | GEO FAB. A/P RED. REFLEC CRA | SY | 72000 | $ - 0 | $ - 0 |
| ELIN D | 0058 | ASPHALT SLURRY SEAL | SF | 18000 | $ - 0 | $ - 0 |
| ELIN D | 0059 | ASPHALT COLD-MIX PATCHING | SY | 2400 | $ - 0 | $ - 0 |
| VI. CONCRETE WORK | ||||||
| ELIN D | 0060 | SW 4" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | $ - 0 |
| ELIN D | 0061 | SW 6" THICK w/ MESH REINF. | SF | 18000 | $ - 0 | $ - 0 |
| ELIN D | 0062 | HANDICAP RAMP | SF | 25200 | $ - 0 | $ - 0 |
| ELIN D | 0063 | CONCRETE CURB | ||||
| ELIN D | 0064 | STRAIGHT SECTION | LF | 12000 | $ - 0 | $ - 0 |
| ELIN D | 0065 | CURVED SECTION (R=10' TO 100') | LF | 3000 | $ - 0 | $ - 0 |
| ELIN D | 0066 | CURVED SECTION (R=2' TO 10') | LF | 3000 | $ - 0 | $ - 0 |
| ELIN D | 0067 | CONCRETE CURB AND GUTTER | ||||
| ELIN D | 0068 | STRAIGHT SECTION | LF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0069 | CURVED SECTION (R-10' TO 100') | LF | 1500 | $ - 0 | $ - 0 |
| ELIN D | 0070 | CURVED SECTION (R-2' TO 10') | LF | 1500 | $ - 0 | $ - 0 |
| ELIN D | 0071 | MISC CLASS D CONCRETE WORK | ||||
| ELIN D | 0072 | 2500 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN D | 0073 | 3000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN D | 0074 | 4000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN D | 0075 | 5000 PSI | CY | 120 | $ - 0 | $ - 0 |
| ELIN D | 0076 | REINFORCING BARS (#4) | LBS | 4800 | $ - 0 | $ - 0 |
| ELIN D | 0077 | W/W/M 6X6 #10/10 (W1.4/W1.4) | SF | 3600 | $ - 0 | $ - 0 |
| ELIN D | 0078 | W/W/M 6X6 #6/6 (W2.9/W2.9) | SF | 3600 | $ - 0 | $ - 0 |
| ELIN D | 0079 | EXPANSION JOINTS | ||||
| ELIN D | 0080 | JET-FUEL RESISTANT (3/4" WIDTH) | LF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0081 | NON JET-FUEL RESISTANT (3/4" WIDTH) | LF | 600 | $ - 0 | $ - 0 |
| VII. STRIPING & PAINTING | ||||||
| ELIN D | 0082 | PAV/S 4" YELL/WHITE PAINT | LF | 90000 | $ - 0 | $ - 0 |
| ELIN D | 0083 | PAV/S 4" YELL/WHITE THERMOPLASTIC | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0084 | P/S 4" RED, BLUE, GREEN PAINT | LF | 2400 | $ - 0 | $ - 0 |
| ELIN D | 0085 | P/S 4" RED, BLUE, GREEN THERMOPLASTIC | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0086 | MISC SYMBOLS PAINTING (STANDARD PAINT) | ||||
| ELIN D | 0087 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0088 | CROSSWALKS AND STOP LINE | SF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0089 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | $ - 0 |
| ELIN D | 0090 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0091 | MISC. CROSSHATCHING | SF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0092 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | $ - 0 |
| ELIN D | 0093 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | $ - 0 |
| ELIN D | 0094 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0095 | MISC SYMBOLS, THERMOPLASTIC | ||||
| ELIN D | 0096 | DIRECTIONAL ARROWS | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0097 | CROSSWALKS & STOP LINES | SF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0098 | TRAFFIC MARK 'ONLY'/'STOP' | EA | 60 | $ - 0 | $ - 0 |
| ELIN D | 0099 | HANDICAP SYMB. & LOGOS | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0100 | MISC. CROSSHATCHING | SF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0101 | MISC WORDS & NUMS TO 12" HIGH | EA | 2400 | $ - 0 | $ - 0 |
| ELIN D | 0102 | MISC PAV MARKINGS RED, BLUE, GREEN | SF | 300 | $ - 0 | $ - 0 |
| ELIN D | 0103 | MISC PAV MARKINGS BLACK | SF | 1200 | $ - 0 | $ - 0 |
| VIII. MISCELLANEOUS WORK | ||||||
| ELIN D | 0104 | GRANITE CURB | ||||
| ELIN D | 0105 | STRAIGHT SECTION | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0106 | CURVE SECTION (RAD = 10' - 100') | LF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0107 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | $ - 0 |
| ELIN D | 0108 | ASPHALT CURB | ||||
| ELIN D | 0109 | STRAIGHT SECTION | LF | 6000 | $ - 0 | $ - 0 |
| ELIN D | 0110 | CURVE SECTION (RAD = 10' - 100') | LF | 1800 | $ - 0 | $ - 0 |
| ELIN D | 0111 | CURVE SECTION (RAD = 2' - 10') | LF | 150 | $ - 0 | $ - 0 |
| ELIN D | 0112 | PARK AREA CON. STOP BLOCK | EA | 1800 | $ - 0 | $ - 0 |
| ELIN D | 0113 | REM. & RESET PARK STOP BLOCK | EA | 1800 | $ - 0 | $ - 0 |
| ELIN D | 0114 | TRAFFIC SIGNS: | ||||
| ELIN D | 0115 | "STOP" SIGNS | EA | 12 | $ - 0 | $ - 0 |
| ELIN D | 0116 | "YIELD" SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0117 | RAILROAD CROSS WARN SIGN | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0118 | "NO PASSING ZONE" SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0119 | DIAMOND SHAPE WARN SIGN | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0120 | RECTANGULAR REGULAR SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0121 | RECTANGULAR GUIDE SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0122 | TRAPEZOIDAL GUIDE SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0123 | OTHER SIGNS | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0124 | REM. & REINS. TRAFFIC SIGNS | EA | 12 | $ - 0 | $ - 0 |
| ELIN D | 0125 | RELOCATE EXISTING SHRUBS | EA | 30 | $ - 0 | $ - 0 |
| ELIN D | 0126 | POLYMER-CONCRETE PATCH | SF | 1800 | $ - 0 | $ - 0 |
| ELIN D | 0127 | ASPHALT PATCHING | SF | 24000 | $ - 0 | $ - 0 |
| ELIN D | 0128 | EROSION CONTROL: | ||||
| ELIN D | 0129 | SILT FENCE | LF | 2400 | $ - 0 | $ - 0 |
| ELIN D | 0130 | STRAW BALE DIKE | LBS | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0131 | INLET PROTECTION | EA | 240 | $ - 0 | $ - 0 |
| ELIN D | 0132 | GUARDRAIL & GUARD POST: | ||||
| ELIN D | 0133 | STEEL PLATE BEAM GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0134 | CABLE GUARDRAIL & GUARD POST | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0135 | GUARD POST (BOLLARD) | ||||
| ELIN D | 0136 | 6" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0137 | 4" CONCRETE FILL GUARD POST (BOLLARD) | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0138 | STORM WATER PIPE CLEANING & INSPECTION 14"-24" DIA. | LF | 360 | $ - 0 | $ - 0 |
| ELIN D | 0139 | STORM WATER PIPE CLEANING & INSPECTION >24" DIA. | LF | 360 | $ - 0 | $ - 0 |
| IX. DRAINAGE STRUCTURES | ||||||
| ELIN D | 0140 | RAISE MH & CB F/C W/ SWR BRK | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0141 | 1-1/2" MANHOLE RING | EA | 24 | $ - 0 | $ - 0 |
| ELIN D | 0142 | MANHOLES: | ||||
| ELIN D | 0143 | 48" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0144 | 60" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0145 | 72" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0146 | 80" DIA, W/24" WATERTIGHT FRAME & COVER | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0147 | CATCH BASINS AND DRAINAGE INLETS | ||||
| ELIN D | 0148 | CB TYPE 'D' OR 'E', 4' SQ. | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0149 | CB TYPE 'J' OR 'K', 72"x68" | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0150 | C/INLET W/24" MH F&C, 5' WIDTH | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0151 | REB. EXIST M/MH & STORM D/I | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0152 | REB. EXIST C/M & STORM D/I | VLF | 24 | $ - 0 | $ - 0 |
| ELIN D | 0153 | PROVIDE NEW MAN/CBC | EA | 120 | $ - 0 | $ - 0 |
| ELIN D | 0154 | RAISE V/B & HANDH TO NEW PVMT. | EA | 600 | $ - 0 | $ - 0 |
| ELIN D | 0155 | PROVIDE NEW ENDWALL: | ||||
| ELIN D | 0156 | 12" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0157 | 15" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0158 | 18" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0159 | 24" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0160 | 30" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0161 | 36" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0162 | 42" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0163 | 48" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0164 | 60" DIAMETER | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0165 | CONCRETE SWALE | SF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0166 | RIPRAP | TON | 2400 | $ - 0 | $ - 0 |
| X. DRAINAGE PIPING | ||||||
| ELIN D | 0167 | RCP | ||||
| ELIN D | 0168 | 12" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0169 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0170 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0171 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0172 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0173 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0174 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0175 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0176 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0177 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0178 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0179 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0180 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0181 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0182 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0183 | 48" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0184 | 60" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0185 | 60" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0186 | 16 GA CMP | ||||
| ELIN D | 0187 | 8" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0188 | 8" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0189 | 10" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0190 | 10" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0191 | 12" DIAMETER | LF | 1200 | $ - 0 | $ - 0 |
| ELIN D | 0192 | 12" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0193 | 15" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0194 | 15" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0195 | 18" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0196 | 18" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0197 | 24" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0198 | 24" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0199 | 30" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0200 | 30" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0201 | 36" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0202 | 36" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0203 | 42" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
| ELIN D | 0204 | 42" END SECTION | EA | 6 | $ - 0 | $ - 0 |
| ELIN D | 0205 | 48" DIAMETER | LF | 600 | $ - 0 | $ - 0 |
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