Attachment 1 - Civil Works IDIQ Schedule B.xlsx
XLSX spreadsheet 97 KB Posted
- Attached to
- FY24 Civil Works IDIQ - Amendment 3
- Solicitation number
- FA446024R0005
About this file
This solicitation seeks proposals for a fiscal year 2024 Civil Works Indefinite-Delivery Indefinite-Quantity contract to support the 19th Civil Engineer Squadron at Little Rock Air Force Base. Work under the IDIQ will include demolition, concrete work, asphalt maintenance, lighting installation, utility adjustments, drainage improvements, sidewalk and road repairs, landscaping, traffic control, and design services to support various construction projects. The IDIQ requires in-house or ready design capabilities. Task orders may require projects to be completed in phases to facilitate base operations. Proposals are due based on the solicitation schedule. The IDIQ provides ordering against established pricing for discrete projects outlining specific work requirements to be issued throughout the year.
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Total
| Base Year | $0.00 |
| Option Year 1 | $0.00 |
| Option Year 2 | $0.00 |
| Option Year 3 | $0.00 |
| Option Year 4 | $0.00 |
| Total | $0.00 |
BASE YEAR NKAK 21-1076
| 9-Aug-2023 | |||||||
| CIVIL WORKS IDIQ SCHEDULE B | |||||||
| BASE YEAR | |||||||
| ALL LINE ITEMS MUST BE FILLED IN TO BE CONSIDERED RESPONSIVE | |||||||
| ITEM | SUPPLIES/SERVICES | PRIMARY SPEC | PRIMARY DRAWING | EST QTY | UNIT | UNIT PRICE | AMOUNT |
| 0000 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL WORK AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 17-1100 | ||||||
| 0001 | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | - | 7 | ACRE | $0.00 | |
| 0002 | ROCK REMOVAL | 01 50 00 | - | 50 | CY | $0.00 | |
| 0003 | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | - | 5 | EA | $0.00 | |
| 0004 | STORMWATER POLLUTION PREVENTION PLAN INCLUDING EROSION CONTROL PLAN | 01 57 23 | - | 5 | EA | $0.00 | |
| 0005 | CURB INLET FILTER | 01 57 23 | - | 7 | EA | $0.00 | |
| 0006 | SILT FENCE BARRIER | 01 57 23 | G1 | 1000 | LF | $0.00 | |
| 0007 | CONSTRUCTION EXIT | 01 57 23 | G1 | 5 | EA | $0.00 | |
| 0008 | STRAW BALE BARRIER | 01 57 23 | G1 & G2 | 50 | LF | $0.00 | |
| 0009 | COARSE ROCK DITCH CHECK | 01 57 23 | G2 | 50 | CY | $0.00 | |
| 0010 | ASPHALT REMOVAL | 02 60 00 | - | 300 | CY | $0.00 | |
| 0011 | CONCRETE REMOVAL | 02 60 00 | - | 400 | CY | $0.00 | |
| 0012 | FORMWORK | 03 11 14 | - | 250 | SF | $0.00 | |
| 0013 | REINFORCEMENT | 03 20 01 | - | 250 | LB | $0.00 | |
| 0014 | 3,500 PSI CAST-IN-PLACE CONCRETE | 03 31 00 | - | 150 | CY | $0.00 | |
| 0015 | 100 - 200 PSI CAST-IN-PLACE CONCRETE (EXCAVATABLE CONCRETE) | 03 31 00 | - | 50 | CY | $0.00 | |
| 0016 | SUPPLEMENTAL CONSTRUCTION DRAWINGS | 17 00 00 | 5 | EA | $0.00 | ||
| 0017 | REINSTALL OR ROTATE EXISTING GOVERNMENT FURNISHED POLE AND FIXTURE ON EXISTING CONCRETE BASE | 26 00 00 | - | 5 | EA | $0.00 | |
| 0018 | REINSTALL EXISTING OR GOVERNMENT FURNISHED POLE AND FIXTURE ON NEW CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0019 | AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0020 | AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0021 | ADDITIONAL 150-400 WATT HID FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY | 26 00 00 | E1 | 2 | EA | $0.00 | |
| 0022 | AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0023 | AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0024 | ADDITIONAL 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY | 26 00 00 | E1 | 2 | EA | $0.00 | |
| 0025 | UNDERGROUND FEEDER ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT, 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL | 26 00 00 | E1 | 400 | LF | $0.00 | |
| 0026 | TRANSFORMER FEEDER LIGHTING CONTROL ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT FROM ENTERGY ARKANSAS INC PROVIDED TRANSFORMER TO NEMA 3R ENCLOSURE CONTAINING A CIRCUIT BREAKER, PHOTOCELL, ASTRONOMICAL TIME CLOCK AND PANEL MOUNTED HAND-OFF-AUTO CONTROLS, A 10' GROUND ROD CONNECTED TO THE GROUNDING BUS IN THE ENCLOSURE, CONDUIT CONTINUING TO THE LIGHTING LOADS; 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL; 6" THICK CONCRETE BASE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0027 | AERIAL FEEDER LIGHT CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM OVERHEAD FEEDER IN 1" RIGID GALVINIZED STEEL CONDUIT WITH WEATHERHEAD; 30 AMP FUSED DISCONNECT: 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVINIZED STEEL TO 2' BELOW GRADE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0028 | #8 TRIPLEX | 26 00 00 | - | 5 | CLF | $0.00 | |
| 0029 | BUILDING FEEDER LIGHTING CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM BUILDING FEEDER IN 1"RIGID GALVANIZED STEEL CONDUIT (DOES NOT INCLUDE CONDUIT AND CONDUCTORS INSIDE BUILDING); 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; 20-30 AMP 2-POLE BREAKER IN EXISTING PANEL PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVANIZED STEEL TO 2' BELOW GRADE | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 0030 | INTERIOR FEEDER ASSEMBLY: 1" EMT AND 2#8 WITH GROUND CONDUCTORS INSIDE BUILDING INCLUDING REMOVING AND REINSTALLING CEILING TILES | 26 00 00 | - | 50 | LF | $0.00 | |
| 0031 | ADDITIONAL #8 IN FEEDER CONDUIT INSTALLED UNDER DIFFERENT LINE ITEM. | 26 00 00 | - | 50 | CLF | $0.00 | |
| 0032 | EMPTY 1" RIGID GALVINIZED STEEL CONDUIT, 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL | 26 00 00 | - | 50 | LF | $0.00 | |
| 0033 | AREA LIGHT ASSEMBLY: PRINCETON ALUMINUM POLE (PSA 12 S4J 18 P07 ABG BZ) UTILITY WASHINGTON POSTLITE FIXTURE FULL COTOFF LED (WFL 070 5KAS Z L5 S H PCS), CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. | 26 50 00 | E2 | 5 | EA | $0.00 | |
| 0034 | EXCAVATION TO GRADE | 31 00 00 | - | 2500 | CY | $0.00 | |
| 0035 | FILL MATERIAL | 31 00 00 | - | 100 | CY | $0.00 | |
| 0036 | CLEARING AND GRUBBING | 31 00 00 | - | 500 | SY | $0.00 | |
| 0037 | SELECTIVE CUTTING 6"-12” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 0038 | SELECTIVE CUTTING 12”-18” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 0039 | SELECTIVE CUTTING 18”-24” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 0040 | TOPSOIL | 31 00 00 | - | 250 | CY | $0.00 | |
| 0041 | TRANSPLANTING TREES ON SITE, UP TO 8" DIA. | 31 00 00 | C3 | 4 | EA | $0.00 | |
| 0042 | REFLECTIVE CRACK PAVEMENT MEMBRANE | 32 01 17.63 | - | 100 | LF | $0.00 | |
| 0043 | JOINT CLEANING AND SEALING | 32 01 19 | - | 100 | LF | $0.00 | |
| 0044 | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | - | 100 | LF | $0.00 | |
| 0045 | BITUMINOUS REJUVENATOR INCLUDES SURFACE PREPARATION | 32 01 22 | - | 100 | GAL | $0.00 | |
| 0046 | HYDROSEEDING | 32 05 33 & 32 92 20 | - | 500 | SY | $0.00 | |
| 0047 | SODDING | 32 05 33 & 32 92 23 | - | 500 | SY | $0.00 | |
| 0048 | SILVERBERRY, 5 GAL. (ELAEAGNUS PUNGENS) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0049 | CRAPE-MYRTLE, 5 GAL. (LAGERSTROEMIA INDICA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0050 | JAPANESE BARBERRY, 9"-12" (BERBERIS THUNBERGI) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0051 | MOUNTAIN LAUREL, 15"-18" (KALMIA LATIFOLIA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0052 | GREEN ASH 8' TALL, 1 1/2" CALIPER (FRAXINUS PENNSLYVANICA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0053 | SUGAR MAPLE 8' TALL, 1 1/2" CLPR (ACER SACCHARUM) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0054 | BRADFORD PEAR 8' TALL, 1 1/2" CLPR (PYRUS CALLERYANA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0055 | RIVER BIRCH 8' TALL, 1 1/2" CALIPER (BETULA NIGRA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0056 | WILLOW OAK 8' TALL, 1 1/2" CALIPER (QUERCUS PHELLOS) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 0057 | BITUMINOUS PRIME COAT | 32 12 10 | - | 200 | GAL | $0.00 | |
| 0058 | BITUMINOUS TACK COAT | 32 12 10 | - | 200 | GAL | $0.00 | |
| 0059 | CAST IN PLACE DETECTABLE WARNING SURFACE TILES | 32 17 26 | - | 200 | SF | $0.00 | |
| 0060 | RETROFIT DETECTABLE WARNING SURFACE TILES | 32 17 26.10 | - | 200 | SF | $0.00 | |
| 0061 | EXISTING TIRESTOP | 33 31 00 | - | 10 | EA | $0.00 | |
| 0062 | CONCRETE FLUME | 33 31 00 | C2 | 250 | SF | $0.00 | |
| 0063 | NEW TIRESTOP | 33 31 00 | C2 | 10 | EA | $0.00 | |
| 0064 | RAISE/LOWER VALVES TO FINISHED GRADE | 33 31 00 | - | 5 | EA | $0.00 | |
| 0065 | RELOCATE METER/HYDRANT | 33 31 00 | - | 5 | EA | $0.00 | |
| 0066 | 3" BASE (UNDERCUT BACKFILL) | 303, 306 | - | 1500 | CY | $0.00 | |
| 0067 | ROADWAY GOVERNMENT PROVIDED STONE BACKFILL (UNDERCUT) | 207 | - | 1500 | CY | $0.00 | |
| 0068 | 6" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 0069 | 12" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 0070 | 18" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 0071 | SUBGRADE PREPARATION | 214 | - | 3500 | SY | $0.00 | |
| 0072 | GOVERNMENT PROVIDED BASE MATERIAL | 303 | - | 100 | CY | $0.00 | |
| 0073 | AHTD CLASS 7 AGGREGATE BASE COURSE | 303 | - | 1500 | CY | $0.00 | |
| 0074 | RECONSTRUCT EXISTING BASE COURSE | 305 | - | 400 | SY | $0.00 | |
| 0075 | ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 406 | - | 350 | TON | $0.00 | |
| 0076 | ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 406 | - | 250 | TON | $0.00 | |
| 0077 | ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 406 | - | 600 | TON | $0.00 | |
| 0078 | ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 406 | - | 250 | TON | $0.00 | |
| 0079 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 0080 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 0081 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 0082 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 0083 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 0084 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 0085 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 350 | TON | $0.00 | |
| 0086 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 0087 | COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5" INCLUDES REMOVAL AND DISPOSAL OFF BASE | 412 | - | 250 | SY | $0.00 | |
| 0088 | COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES REMOVAL AND DISPOSAL OFF BASE | 412 | - | 200 | SY | $0.00 | |
| 0089 | COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5", INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY | 412 | - | 7500 | SY | $0.00 | |
| 0090 | COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY | 412 | - | 250 | SY | $0.00 | |
| 0091 | CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 0092 | REMOVAL OF PERMANENT PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 0093 | REMOVAL OF PERMANENT PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 0094 | REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 0095 | REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 0096 | REMOVABLE CONSTRUCTION PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 0097 | CONSTRUCTION PAVEMENT MARKINGS | 604 | PM-1 | 100 | LF | $0.00 | |
| 0098 | CONSTRUCTION SIGN | 604 | TC-1-3 | 250 | SF | $0.00 | |
| 0099 | VERTICAL PANELS | 604 | TC3 | 100 | EA | $0.00 | |
| 0100 | TRAFFIC DRUMS | 604 | TC3 | 5 | EA | $0.00 | |
| 0101 | TYPE III BARRICADES | 604 | TC3 | 60 | LF | $0.00 | |
| 0102 | NATIVE MATERIAL EXCAVATION AND PIPE BACKFILL | 606 | - | 200 | CY | $0.00 | |
| 0103 | 12” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0104 | 18” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0105 | 24” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0106 | 30” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0107 | 36” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0108 | 42” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0109 | 48” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0110 | 54” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0111 | 60” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0112 | 66” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 0113 | 12" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 12 | LF | $0.00 | |
| 0114 | 18" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0115 | 24" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0116 | 30" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0117 | 36" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0118 | 42" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0119 | 48" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0120 | 54" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0121 | 60" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0122 | 66" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 0123 | SELECTED PIPE BEDDING - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) INCLUDES PLACEMENT AND COMPACTION IN LIFTS PER SPECS | 606 | PCC-1 | 100 | CY | $0.00 | |
| 0124 | SELECTED PIPE BACKFILL - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) | 606 | PCC-1 | 100 | CY | $0.00 | |
| 0125 | 12 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0126 | 18 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0127 | 24 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0128 | 30 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0129 | 36 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0130 | 42" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0131 | 48" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0132 | 54" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0133 | 60" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0134 | 66" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 0135 | TIE CULVERT INTO EXISTING DRAINAGE STRUCTURE | 609 | - | 3 | EA | $0.00 | |
| 0136 | DROP INLET (TYPE C) "CURB INLET" INCLUDES HEAVY DUTY RING AND COVER | 609 | FPC-9E | 3 | EA | $0.00 | |
| 0137 | DROP INLET (TYPE C) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9E | 5 | LF OF DEPTH | $0.00 | |
| 0138 | DROP INLET EXTENSION FOR CURB INLET 4' | 609 | FPC-9E | 1 | EA | $0.00 | |
| 0139 | DROP INLET EXTENSION FOR CURB INLET 8' | 609 | FPC-9E | 1 | EA | $0.00 | |
| 0140 | DROP INLET (TYPE ST) INCLUDES PEDESTRIAN GRATE AND FRAME (0'-6' DEPTH) | 609 | FPC-9S | 3 | EA | $0.00 | |
| 0141 | DROP INLET (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9S | 5 | LF OF DEPTH | $0.00 | |
| 0142 | JUNCTION BOX (TYPE ST) INCLUDES HEAVY DUTY RING AND COVER (0'-6' DEPTH) | 609 | FPC-9S | 3 | EA | $0.00 | |
| 0143 | JUNCTION BOX (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9S | 5 | LF OF DEPTH | $0.00 | |
| 0144 | EXISTING MANHOLE ADJUSTED TO GRADE -2' TO 2' IN ELEVATION | 610 | - | 3 | EA | $0.00 | |
| 0145 | REMOVE AND REPLACE EXISTING DROP INLET (TYPE C) "CURB INLET" TOP, NO ELEVATION ADJUSTMENT | 610 | FPC-9E | 3 | EA | $0.00 | |
| 0146 | EXISTING JUNCTION BOX ADJUSTED TO GRADE -2' TO +2' IN ELEVATION | 610 | FPC-9S | 3 | EA | $0.00 | |
| 0147 | EXISTING DROP INLET (ANY AHTD TYPE) ADJUSTED TO GRADE -2' TO +2' IN ELEVATION | 610 | FPC-9S & 9E | 3 | EA | $0.00 | |
| 0148 | PIPE UNDERDRAIN CONNECTION TO CONCRETE PIPE OR CONCRETE DRAINAGE STRUCTURE | 611 | - | 5 | EA | $0.00 | |
| 0149 | 4" PIPE UNDERDRAIN | 611 | PU-1 | 300 | LF | $0.00 | |
| 0150 | GRANULAR FILTER MATERIAL (#57 STONE) | 611 | PU-1 | 250 | CY | $0.00 | |
| 0151 | UNDERDRAIN OUTLET PROTECTOR INCLUDING RODENT SCREENS | 611 | PU-1 | 5 | EA | $0.00 | |
| 0152 | GEOTEXTILE FABRIC AHTD TYPE 1 (FILTER FABRIC, SUBSURFACE DRAINAGE, AND SEPERATION) | 625 | - | 850 | SY | $0.00 | |
| 0153 | GEOTEXTILE FABRIC AHTD TYPE 7 (ASPHALT PAVING FABRIC) | 625 | - | 200 | SY | $0.00 | |
| 0154 | CONCRETE STEPS | 633 | C1 | 100 | SF | $0.00 | |
| 0155 | 4” THICK SIDEWALK | 633 | C2 | 2250 | SF | $0.00 | |
| 0156 | 6" THICK SIDEWALK | 633 | C2 | 200 | SF | $0.00 | |
| 0157 | CONCRETE CURB ANY AHTD TYPE | 634 | CG-1 | 500 | LF | $0.00 | |
| 0158 | CONCRETE COMBINATION CURB AND GUTTER ANY AHTD TYPE 18" MINIMUM WIDTH | 634 | CG-1 | 100 | LF | $0.00 | |
| 0159 | ABA RAMPS | 641 | WR 1-2 | 250 | SF | $0.00 | |
| 0160 | LOOP WIRING IN DUCT | 705 | - | 300 | LF | $0.00 | |
| 0161 | REFLECTORIZED PAINT PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR | 718 | - | 300 | SF | $0.00 | |
| 0162 | REFLECTORIZED PAINT PAVEMENT MARKINGS LINEAER, ANY COLOR | 718 | PM-1 | 2250 | SF | $0.00 | |
| 0163 | THERMOPLASTIC PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR | 719 | - | 200 | SF | $0.00 | |
| 0164 | THERMOPLASTIC PAVEMENT MARKINGS LINEAER, ANY COLOR | 719 | PM-1 | 200 | SF | $0.00 | |
| 0165 | PLOWABLE PAVEMENT MARKER (TYPE II) | 722 | PM-1 | 45 | EA | $0.00 | |
| 0166 | BREAKAWAY STEEL SQUARE POST SIGN SUPPORT WITH BROWN SLEEVE | 726 | - | 45 | EA | $0.00 | |
| 0167 | LRAFB STANDARD SIGNS | 726 | SHS-1 | 45 | SF | $0.00 | |
| 0168 | ASPHALT CORING 4" (INCLUDES REMOVING SAMPLE AND PATCHING HOLE) | 02 60 00 | - | 15 | EA | $0.00 | |
| 0169 | ASPHALT SAW CUTTING 0 TO 4" IN DEPTH | 02 60 00 | - | 250 | LF | $0.00 | |
| 0170 | ASPHALT SAW CUTTING 4" TO 8" IN DEPTH | 02 60 00 | - | 250 | LF | $0.00 | |
| 0171 | CEMENT SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS) | 307 | - | 250 | SY | $0.00 | |
| 0172 | LIME SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS) | 301 | - | 250 | SY | $0.00 | |
| 0173 | 6" CONCRETE PAVING 4000 PSI | 32 13 13 | 1200 | SY | $0.00 | ||
| 0174 | 6" CONCRETE PAVING 4000 PSI WITH FIBERMESH REINFORCEMNT | 32 13 13 | 1200 | SY | $0.00 | ||
| 0175 | 8" CONCRETE PAVING 4000PSI | 32 13 13 | 1200 | SY | $0.00 | ||
| 0176 | 8" CONCRETE PAVING 4000PSI WITH FIBER MESH REINFORCEMENT | 32 13 13 | 600 | SY | $0.00 | ||
| 0177 | 5/8" SMOOTH DOWEL | 32 13 13 | 750 | EA | $0.00 | ||
| 0178 | SAW AND SEAL CONCRETE JOINTS (SILICONE) | 32 01 19 | 750 | LF | $0.00 | ||
| 0179 | LOW COMPRESSION CONCRETE 2500 PSI | 32 11 36 | 725 | CY | $0.00 | ||
| 0180 | MAINTENANCE OF TRAFFIC | 603 | 5 | EA | $0.00 | ||
| 47029 | |||||||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001 THROUGH 0180 | $0.00 |
&"Times New Roman,Bold"&11CUI
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Solicitation No.: FA446024R0005
Attachment 1 Civil Works IDIQ Schedule B (Base Year) &D Page &P of &N
SOURCE SELECTION INFROMATION SEE FAR 2.101 AND 3.104
OPTION YEAR 1 NKAK 21-1076
| 9-Aug-2023 | |||||||
| CIVIL WORKS IDIQ SCHEDULE B | |||||||
| OPTION YEAR 1 | |||||||
| ALL LINE ITEMS MUST BE FILLED IN TO BE CONSIDERED RESPONSIVE | |||||||
| ITEM | SUPPLIES/SERVICES | PRIMARY SPEC | PRIMARY DRAWING | EST QTY | UNIT | UNIT PRICE | AMOUNT |
| 1000 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL WORK AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 17-1100 | ||||||
| 1001 | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | - | 7 | ACRE | $0.00 | |
| 1002 | ROCK REMOVAL | 01 50 00 | - | 50 | CY | $0.00 | |
| 1003 | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | - | 5 | EA | $0.00 | |
| 1004 | STORMWATER POLLUTION PREVENTION PLAN INCLUDING EROSION CONTROL PLAN | 01 57 23 | - | 5 | EA | $0.00 | |
| 1005 | CURB INLET FILTER | 01 57 23 | - | 7 | EA | $0.00 | |
| 1006 | SILT FENCE BARRIER | 01 57 23 | G1 | 1000 | LF | $0.00 | |
| 1007 | CONSTRUCTION EXIT | 01 57 23 | G1 | 5 | EA | $0.00 | |
| 1008 | STRAW BALE BARRIER | 01 57 23 | G1 & G2 | 50 | LF | $0.00 | |
| 1009 | COARSE ROCK DITCH CHECK | 01 57 23 | G2 | 50 | CY | $0.00 | |
| 1010 | ASPHALT REMOVAL | 02 60 00 | - | 300 | CY | $0.00 | |
| 1011 | CONCRETE REMOVAL | 02 60 00 | - | 400 | CY | $0.00 | |
| 1012 | FORMWORK | 03 11 14 | - | 250 | SF | $0.00 | |
| 1013 | REINFORCEMENT | 03 20 01 | - | 250 | LB | $0.00 | |
| 1014 | 3,500 PSI CAST-IN-PLACE CONCRETE | 03 31 00 | - | 150 | CY | $0.00 | |
| 1015 | 100 - 200 PSI CAST-IN-PLACE CONCRETE (EXCAVATABLE CONCRETE) | 03 31 00 | - | 50 | CY | $0.00 | |
| 1016 | SUPPLEMENTAL CONSTRUCTION DRAWINGS | 17 00 00 | - | 5 | EA | $0.00 | |
| 1017 | REINSTALL OR ROTATE EXISTING GOVERNMENT FURNISHED POLE AND FIXTURE ON EXISTING CONCRETE BASE | 26 00 00 | - | 5 | EA | $0.00 | |
| 1018 | REINSTALL EXISTING OR GOVERNMENT FURNISHED POLE AND FIXTURE ON NEW CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1019 | AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1020 | AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1021 | ADDITIONAL 150-400 WATT HID FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY | 26 00 00 | E1 | 2 | EA | $0.00 | |
| 1022 | AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1023 | AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1024 | ADDITIONAL 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY | 26 00 00 | E1 | 2 | EA | $0.00 | |
| 1025 | UNDERGROUND FEEDER ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT, 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL | 26 00 00 | E1 | 400 | LF | $0.00 | |
| 1026 | TRANSFORMER FEEDER LIGHTING CONTROL ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT FROM ENTERGY ARKANSAS INC PROVIDED TRANSFORMER TO NEMA 3R ENCLOSURE CONTAINING A CIRCUIT BREAKER, PHOTOCELL, ASTRONOMICAL TIME CLOCK AND PANEL MOUNTED HAND-OFF-AUTO CONTROLS, A 10' GROUND ROD CONNECTED TO THE GROUNDING BUS IN THE ENCLOSURE, CONDUIT CONTINUING TO THE LIGHTING LOADS; 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL; 6" THICK CONCRETE BASE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1027 | AERIAL FEEDER LIGHT CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM OVERHEAD FEEDER IN 1" RIGID GALVINIZED STEEL CONDUIT WITH WEATHERHEAD; 30 AMP FUSED DISCONNECT: 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVINIZED STEEL TO 2' BELOW GRADE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1028 | #8 TRIPLEX | 26 00 00 | - | 5 | CLF | $0.00 | |
| 1029 | BUILDING FEEDER LIGHTING CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM BUILDING FEEDER IN 1"RIGID GALVANIZED STEEL CONDUIT (DOES NOT INCLUDE CONDUIT AND CONDUCTORS INSIDE BUILDING); 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; 20-30 AMP 2-POLE BREAKER IN EXISTING PANEL PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVANIZED STEEL TO 2' BELOW GRADE | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 1030 | INTERIOR FEEDER ASSEMBLY: 1" EMT AND 2#8 WITH GROUND CONDUCTORS INSIDE BUILDING INCLUDING REMOVING AND REINSTALLING CEILING TILES | 26 00 00 | - | 50 | LF | $0.00 | |
| 1031 | ADDITIONAL #8 IN FEEDER CONDUIT INSTALLED UNDER DIFFERENT LINE ITEM. | 26 00 00 | - | 50 | CLF | $0.00 | |
| 1032 | EMPTY 1" RIGID GALVINIZED STEEL CONDUIT, 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL | 26 00 00 | - | 50 | LF | $0.00 | |
| 1033 | AREA LIGHT ASSEMBLY: PRINCETON ALUMINUM POLE (PSA 12 S4J 18 P07 ABG BZ) UTILITY WASHINGTON POSTLITE FIXTURE FULL COTOFF LED (WFL 070 5KAS Z L5 S H PCS), CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. | 26 50 00 | E2 | 5 | EA | $0.00 | |
| 1034 | EXCAVATION TO GRADE | 31 00 00 | - | 2500 | CY | $0.00 | |
| 1035 | FILL MATERIAL | 31 00 00 | - | 100 | CY | $0.00 | |
| 1036 | CLEARING AND GRUBBING | 31 00 00 | - | 500 | SY | $0.00 | |
| 1037 | SELECTIVE CUTTING 6"-12” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 1038 | SELECTIVE CUTTING 12”-18” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 1039 | SELECTIVE CUTTING 18”-24” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 1040 | TOPSOIL | 31 00 00 | - | 250 | CY | $0.00 | |
| 1041 | TRANSPLANTING TREES ON SITE, UP TO 8" DIA. | 31 00 00 | C3 | 4 | EA | $0.00 | |
| 1042 | REFLECTIVE CRACK PAVEMENT MEMBRANE | 32 01 17.63 | - | 100 | LF | $0.00 | |
| 1043 | JOINT CLEANING AND SEALING | 32 01 19 | - | 100 | LF | $0.00 | |
| 1044 | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | - | 100 | LF | $0.00 | |
| 1045 | BITUMINOUS REJUVENATOR INCLUDES SURFACE PREPARATION | 32 01 22 | - | 100 | GAL | $0.00 | |
| 1046 | HYDROSEEDING | 32 05 33 & 32 92 20 | - | 500 | SY | $0.00 | |
| 1047 | SODDING | 32 05 33 & 32 92 23 | - | 500 | SY | $0.00 | |
| 1048 | SILVERBERRY, 5 GAL. (ELAEAGNUS PUNGENS) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1049 | CRAPE-MYRTLE, 5 GAL. (LAGERSTROEMIA INDICA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1050 | JAPANESE BARBERRY, 9"-12" (BERBERIS THUNBERGI) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1051 | MOUNTAIN LAUREL, 15"-18" (KALMIA LATIFOLIA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1052 | GREEN ASH 8' TALL, 1 1/2" CALIPER (FRAXINUS PENNSLYVANICA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1053 | SUGAR MAPLE 8' TALL, 1 1/2" CLPR (ACER SACCHARUM) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1054 | BRADFORD PEAR 8' TALL, 1 1/2" CLPR (PYRUS CALLERYANA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1055 | RIVER BIRCH 8' TALL, 1 1/2" CALIPER (BETULA NIGRA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1056 | WILLOW OAK 8' TALL, 1 1/2" CALIPER (QUERCUS PHELLOS) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 1057 | BITUMINOUS PRIME COAT | 32 12 10 | - | 200 | GAL | $0.00 | |
| 1058 | BITUMINOUS TACK COAT | 32 12 10 | - | 200 | GAL | $0.00 | |
| 1059 | CAST IN PLACE DETECTABLE WARNING SURFACE TILES | 32 17 26 | - | 200 | SF | $0.00 | |
| 1060 | RETROFIT DETECTABLE WARNING SURFACE TILES | 32 17 26.10 | - | 200 | SF | $0.00 | |
| 1061 | EXISTING TIRESTOP | 33 31 00 | - | 10 | EA | $0.00 | |
| 1062 | CONCRETE FLUME | 33 31 00 | C2 | 250 | SF | $0.00 | |
| 1063 | NEW TIRESTOP | 33 31 00 | C2 | 10 | EA | $0.00 | |
| 1064 | RAISE/LOWER VALVES TO FINISHED GRADE | 33 31 00 | - | 5 | EA | $0.00 | |
| 1065 | RELOCATE METER/HYDRANT | 33 31 00 | - | 5 | EA | $0.00 | |
| 1066 | 3" BASE (UNDERCUT BACKFILL) | 303, 306 | - | 1500 | CY | $0.00 | |
| 1067 | ROADWAY GOVERNMENT PROVIDED STONE BACKFILL (UNDERCUT) | 207 | - | 1500 | CY | $0.00 | |
| 1068 | 6" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 1069 | 12" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 1070 | 18" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 1071 | SUBGRADE PREPARATION | 214 | - | 3500 | SY | $0.00 | |
| 1072 | GOVERNMENT PROVIDED BASE MATERIAL | 303 | - | 100 | CY | $0.00 | |
| 1073 | AHTD CLASS 7 AGGREGATE BASE COURSE | 303 | - | 1500 | CY | $0.00 | |
| 1074 | RECONSTRUCT EXISTING BASE COURSE | 305 | - | 400 | SY | $0.00 | |
| 1075 | ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 406 | - | 350 | TON | $0.00 | |
| 1076 | ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 406 | - | 250 | TON | $0.00 | |
| 1077 | ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 406 | - | 600 | TON | $0.00 | |
| 1078 | ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 406 | - | 250 | TON | $0.00 | |
| 1079 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 1080 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 1081 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 1082 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 1083 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 1084 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 1085 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 350 | TON | $0.00 | |
| 1086 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 1087 | COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5" INCLUDES REMOVAL AND DISPOSAL OFF BASE | 412 | - | 250 | SY | $0.00 | |
| 1088 | COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES REMOVAL AND DISPOSAL OFF BASE | 412 | - | 200 | SY | $0.00 | |
| 1089 | COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5", INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY | 412 | - | 7500 | SY | $0.00 | |
| 1090 | COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY | 412 | - | 250 | SY | $0.00 | |
| 1091 | CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 1092 | REMOVAL OF PERMANENT PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 1093 | REMOVAL OF PERMANENT PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 1094 | REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 1095 | REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 1096 | REMOVABLE CONSTRUCTION PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 1097 | CONSTRUCTION PAVEMENT MARKINGS | 604 | PM-1 | 100 | LF | $0.00 | |
| 1098 | CONSTRUCTION SIGN | 604 | TC-1-3 | 250 | SF | $0.00 | |
| 1099 | VERTICAL PANELS | 604 | TC3 | 100 | EA | $0.00 | |
| 1100 | TRAFFIC DRUMS | 604 | TC3 | 5 | EA | $0.00 | |
| 1101 | TYPE III BARRICADES | 604 | TC3 | 60 | LF | $0.00 | |
| 1102 | NATIVE MATERIAL EXCAVATION AND PIPE BACKFILL | 606 | - | 200 | CY | $0.00 | |
| 1103 | 12” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1104 | 18” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1105 | 24” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1106 | 30” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1107 | 36” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1108 | 42” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1109 | 48” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1110 | 54” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1111 | 60” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1112 | 66” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 1113 | 12" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 12 | LF | $0.00 | |
| 1114 | 18" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1115 | 24" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1116 | 30" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1117 | 36" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1118 | 42" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1119 | 48" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1120 | 54" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1121 | 60" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1122 | 66" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 1123 | SELECTED PIPE BEDDING - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) INCLUDES PLACEMENT AND COMPACTION IN LIFTS PER SPECS | 606 | PCC-1 | 100 | CY | $0.00 | |
| 1124 | SELECTED PIPE BACKFILL - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) | 606 | PCC-1 | 100 | CY | $0.00 | |
| 1125 | 12 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1126 | 18 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1127 | 24 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1128 | 30 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1129 | 36 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1130 | 42" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1131 | 48" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1132 | 54" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1133 | 60" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1134 | 66" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 1135 | TIE CULVERT INTO EXISTING DRAINAGE STRUCTURE | 609 | - | 3 | EA | $0.00 | |
| 1136 | DROP INLET (TYPE C) "CURB INLET" INCLUDES HEAVY DUTY RING AND COVER | 609 | FPC-9E | 3 | EA | $0.00 | |
| 1137 | DROP INLET (TYPE C) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9E | 5 | LF OF DEPTH | $0.00 | |
| 1138 | DROP INLET EXTENSION FOR CURB INLET 4' | 609 | FPC-9E | 1 | EA | $0.00 | |
| 1139 | DROP INLET EXTENSION FOR CURB INLET 8' | 609 | FPC-9E | 1 | EA | $0.00 | |
| 1140 | DROP INLET (TYPE ST) INCLUDES PEDESTRIAN GRATE AND FRAME (0'-6' DEPTH) | 609 | FPC-9S | 3 | EA | $0.00 | |
| 1141 | DROP INLET (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9S | 5 | LF OF DEPTH | $0.00 | |
| 1142 | JUNCTION BOX (TYPE ST) INCLUDES HEAVY DUTY RING AND COVER (0'-6' DEPTH) | 609 | FPC-9S | 3 | EA | $0.00 | |
| 1143 | JUNCTION BOX (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9S | 5 | LF OF DEPTH | $0.00 | |
| 1144 | EXISTING MANHOLE ADJUSTED TO GRADE -2' TO 2' IN ELEVATION | 610 | - | 3 | EA | $0.00 | |
| 1145 | REMOVE AND REPLACE EXISTING DROP INLET (TYPE C) "CURB INLET" TOP, NO ELEVATION ADJUSTMENT | 610 | FPC-9E | 3 | EA | $0.00 | |
| 1146 | EXISTING JUNCTION BOX ADJUSTED TO GRADE -2' TO +2' IN ELEVATION | 610 | FPC-9S | 3 | EA | $0.00 | |
| 1147 | EXISTING DROP INLET (ANY AHTD TYPE) ADJUSTED TO GRADE -2' TO +2' IN ELEVATION | 610 | FPC-9S & 9E | 3 | EA | $0.00 | |
| 1148 | PIPE UNDERDRAIN CONNECTION TO CONCRETE PIPE OR CONCRETE DRAINAGE STRUCTURE | 611 | - | 5 | EA | $0.00 | |
| 1149 | 4" PIPE UNDERDRAIN | 611 | PU-1 | 300 | LF | $0.00 | |
| 1150 | GRANULAR FILTER MATERIAL (#57 STONE) | 611 | PU-1 | 250 | CY | $0.00 | |
| 1151 | UNDERDRAIN OUTLET PROTECTOR INCLUDING RODENT SCREENS | 611 | PU-1 | 5 | EA | $0.00 | |
| 1152 | GEOTEXTILE FABRIC AHTD TYPE 1 (FILTER FABRIC, SUBSURFACE DRAINAGE, AND SEPERATION) | 625 | - | 850 | SY | $0.00 | |
| 1153 | GEOTEXTILE FABRIC AHTD TYPE 7 (ASPHALT PAVING FABRIC) | 625 | - | 200 | SY | $0.00 | |
| 1154 | CONCRETE STEPS | 633 | C1 | 100 | SF | $0.00 | |
| 1155 | 4” THICK SIDEWALK | 633 | C2 | 2250 | SF | $0.00 | |
| 1156 | 6" THICK SIDEWALK | 633 | C2 | 200 | SF | $0.00 | |
| 1157 | CONCRETE CURB ANY AHTD TYPE | 634 | CG-1 | 500 | LF | $0.00 | |
| 1158 | CONCRETE COMBINATION CURB AND GUTTER ANY AHTD TYPE 18" MINIMUM WIDTH | 634 | CG-1 | 100 | LF | $0.00 | |
| 1159 | ABA RAMPS | 641 | WR 1-2 | 250 | SF | $0.00 | |
| 1160 | LOOP WIRING IN DUCT | 705 | - | 300 | LF | $0.00 | |
| 1161 | REFLECTORIZED PAINT PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR | 718 | - | 300 | SF | $0.00 | |
| 1162 | REFLECTORIZED PAINT PAVEMENT MARKINGS LINEAER, ANY COLOR | 718 | PM-1 | 2250 | SF | $0.00 | |
| 1163 | THERMOPLASTIC PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR | 719 | - | 200 | SF | $0.00 | |
| 1164 | THERMOPLASTIC PAVEMENT MARKINGS LINEAER, ANY COLOR | 719 | PM-1 | 200 | SF | $0.00 | |
| 1165 | PLOWABLE PAVEMENT MARKER (TYPE II) | 722 | PM-1 | 45 | EA | $0.00 | |
| 1166 | BREAKAWAY STEEL SQUARE POST SIGN SUPPORT WITH BROWN SLEEVE | 726 | - | 45 | EA | $0.00 | |
| 1167 | LRAFB STANDARD SIGNS | 726 | SHS-1 | 45 | SF | $0.00 | |
| 1168 | ASPHALT CORING 4" (INCLUDES REMOVING SAMPLE AND PATCHING HOLE) | 02 60 00 | - | 15 | EA | $0.00 | |
| 1169 | ASPHALT SAW CUTTING 0 TO 4" IN DEPTH | 02 60 00 | - | 250 | LF | $0.00 | |
| 1170 | ASPHALT SAW CUTTING 4" TO 8" IN DEPTH | 02 60 00 | - | 250 | LF | $0.00 | |
| 1171 | CEMENT SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS) | 307 | - | 250 | SY | $0.00 | |
| 1172 | LIME SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS) | 301 | - | 250 | SY | $0.00 | |
| 1173 | 6" CONCRETE PAVING 4000 PSI | 32 13 13 | 1200 | SY | $0.00 | ||
| 1174 | 6" CONCRETE PAVING 4000 PSI WITH FIBERMESH REINFORCEMNT | 32 13 13 | 1200 | SY | $0.00 | ||
| 1175 | 8" CONCRETE PAVING 4000PSI | 32 13 13 | 1200 | SY | $0.00 | ||
| 1176 | 8" CONCRETE PAVING 4000PSI WITH FIBER MESH REINFORCEMENT | 32 13 13 | 600 | SY | $0.00 | ||
| 1177 | 5/8" SMOOTH DOWEL | 32 13 13 | 750 | EA | $0.00 | ||
| 1178 | SAW AND SEAL CONCRETE JOINTS (SILICONE) | 32 01 19 | 750 | LF | $0.00 | ||
| 1179 | LOW COMPRESSION CONCRETE 2500 PSI | 32 11 36 | 725 | CY | $0.00 | ||
| 1180 | MAINTENANCE OF TRAFFIC | 603 | 5 | EA | $0.00 | ||
| 47029 | |||||||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 1001 THROUGH 1180 | $0.00 |
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Attachment 1 Civil Works IDIQ Schedule B (OPTION YEAR 1) &D Page &P of &N
SOURCE SELECTION INFROMATION SEE FAR 2.101 AND 3.104
OPTION YEAR 2 NKAK 21-1076
| 9-Aug-2023 | |||||||
| CIVIL WORKS IDIQ SCHEDULE B | |||||||
| OPTION YEAR 2 | |||||||
| ALL LINE ITEMS MUST BE FILLED IN TO BE CONSIDERED RESPONSIVE | |||||||
| ITEM | SUPPLIES/SERVICES | PRIMARY SPEC | PRIMARY DRAWING | EST QTY | UNIT | UNIT PRICE | AMOUNT |
| 2000 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL WORK AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 17-1100 | ||||||
| 2001 | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | - | 7 | ACRE | $0.00 | |
| 2002 | ROCK REMOVAL | 01 50 00 | - | 50 | CY | $0.00 | |
| 2003 | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | - | 5 | EA | $0.00 | |
| 2004 | STORMWATER POLLUTION PREVENTION PLAN INCLUDING EROSION CONTROL PLAN | 01 57 23 | - | 5 | EA | $0.00 | |
| 2005 | CURB INLET FILTER | 01 57 23 | - | 7 | EA | $0.00 | |
| 2006 | SILT FENCE BARRIER | 01 57 23 | G1 | 1000 | LF | $0.00 | |
| 2007 | CONSTRUCTION EXIT | 01 57 23 | G1 | 5 | EA | $0.00 | |
| 2008 | STRAW BALE BARRIER | 01 57 23 | G1 & G2 | 50 | LF | $0.00 | |
| 2009 | COARSE ROCK DITCH CHECK | 01 57 23 | G2 | 50 | CY | $0.00 | |
| 2010 | ASPHALT REMOVAL | 02 60 00 | - | 300 | CY | $0.00 | |
| 2011 | CONCRETE REMOVAL | 02 60 00 | - | 400 | CY | $0.00 | |
| 2012 | FORMWORK | 03 11 14 | - | 250 | SF | $0.00 | |
| 2013 | REINFORCEMENT | 03 20 01 | - | 250 | LB | $0.00 | |
| 2014 | 3,500 PSI CAST-IN-PLACE CONCRETE | 03 31 00 | - | 150 | CY | $0.00 | |
| 2015 | 100 - 200 PSI CAST-IN-PLACE CONCRETE (EXCAVATABLE CONCRETE) | 03 31 00 | - | 50 | CY | $0.00 | |
| 2016 | SUPPLEMENTAL CONSTRUCTION DRAWINGS | 17 00 00 | - | 5 | EA | $0.00 | |
| 2017 | REINSTALL OR ROTATE EXISTING GOVERNMENT FURNISHED POLE AND FIXTURE ON EXISTING CONCRETE BASE | 26 00 00 | - | 5 | EA | $0.00 | |
| 2018 | REINSTALL EXISTING OR GOVERNMENT FURNISHED POLE AND FIXTURE ON NEW CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2019 | AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2020 | AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2021 | ADDITIONAL 150-400 WATT HID FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY | 26 00 00 | E1 | 2 | EA | $0.00 | |
| 2022 | AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2023 | AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2024 | ADDITIONAL 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY | 26 00 00 | E1 | 2 | EA | $0.00 | |
| 2025 | UNDERGROUND FEEDER ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT, 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL | 26 00 00 | E1 | 400 | LF | $0.00 | |
| 2026 | TRANSFORMER FEEDER LIGHTING CONTROL ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT FROM ENTERGY ARKANSAS INC PROVIDED TRANSFORMER TO NEMA 3R ENCLOSURE CONTAINING A CIRCUIT BREAKER, PHOTOCELL, ASTRONOMICAL TIME CLOCK AND PANEL MOUNTED HAND-OFF-AUTO CONTROLS, A 10' GROUND ROD CONNECTED TO THE GROUNDING BUS IN THE ENCLOSURE, CONDUIT CONTINUING TO THE LIGHTING LOADS; 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL; 6" THICK CONCRETE BASE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2027 | AERIAL FEEDER LIGHT CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM OVERHEAD FEEDER IN 1" RIGID GALVINIZED STEEL CONDUIT WITH WEATHERHEAD; 30 AMP FUSED DISCONNECT: 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVINIZED STEEL TO 2' BELOW GRADE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL) | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2028 | #8 TRIPLEX | 26 00 00 | - | 5 | CLF | $0.00 | |
| 2029 | BUILDING FEEDER LIGHTING CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM BUILDING FEEDER IN 1"RIGID GALVANIZED STEEL CONDUIT (DOES NOT INCLUDE CONDUIT AND CONDUCTORS INSIDE BUILDING); 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; 20-30 AMP 2-POLE BREAKER IN EXISTING PANEL PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVANIZED STEEL TO 2' BELOW GRADE | 26 00 00 | E1 | 5 | EA | $0.00 | |
| 2030 | INTERIOR FEEDER ASSEMBLY: 1" EMT AND 2#8 WITH GROUND CONDUCTORS INSIDE BUILDING INCLUDING REMOVING AND REINSTALLING CEILING TILES | 26 00 00 | - | 50 | LF | $0.00 | |
| 2031 | ADDITIONAL #8 IN FEEDER CONDUIT INSTALLED UNDER DIFFERENT LINE ITEM. | 26 00 00 | - | 50 | CLF | $0.00 | |
| 2032 | EMPTY 1" RIGID GALVINIZED STEEL CONDUIT, 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL | 26 00 00 | - | 50 | LF | $0.00 | |
| 2033 | AREA LIGHT ASSEMBLY: PRINCETON ALUMINUM POLE (PSA 12 S4J 18 P07 ABG BZ) UTILITY WASHINGTON POSTLITE FIXTURE FULL COTOFF LED (WFL 070 5KAS Z L5 S H PCS), CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. | 26 50 00 | E2 | 5 | EA | $0.00 | |
| 2034 | EXCAVATION TO GRADE | 31 00 00 | - | 2500 | CY | $0.00 | |
| 2035 | FILL MATERIAL | 31 00 00 | - | 100 | CY | $0.00 | |
| 2036 | CLEARING AND GRUBBING | 31 00 00 | - | 500 | SY | $0.00 | |
| 2037 | SELECTIVE CUTTING 6"-12” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 2038 | SELECTIVE CUTTING 12”-18” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 2039 | SELECTIVE CUTTING 18”-24” DIA. TREES | 31 00 00 | - | 4 | EA | $0.00 | |
| 2040 | TOPSOIL | 31 00 00 | - | 250 | CY | $0.00 | |
| 2041 | TRANSPLANTING TREES ON SITE, UP TO 8" DIA. | 31 00 00 | C3 | 4 | EA | $0.00 | |
| 2042 | REFLECTIVE CRACK PAVEMENT MEMBRANE | 32 01 17.63 | - | 100 | LF | $0.00 | |
| 2043 | JOINT CLEANING AND SEALING | 32 01 19 | - | 100 | LF | $0.00 | |
| 2044 | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | - | 100 | LF | $0.00 | |
| 2045 | BITUMINOUS REJUVENATOR INCLUDES SURFACE PREPARATION | 32 01 22 | - | 100 | GAL | $0.00 | |
| 2046 | HYDROSEEDING | 32 05 33 & 32 92 20 | - | 500 | SY | $0.00 | |
| 2047 | SODDING | 32 05 33 & 32 92 23 | - | 500 | SY | $0.00 | |
| 2048 | SILVERBERRY, 5 GAL. (ELAEAGNUS PUNGENS) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2049 | CRAPE-MYRTLE, 5 GAL. (LAGERSTROEMIA INDICA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2050 | JAPANESE BARBERRY, 9"-12" (BERBERIS THUNBERGI) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2051 | MOUNTAIN LAUREL, 15"-18" (KALMIA LATIFOLIA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2052 | GREEN ASH 8' TALL, 1 1/2" CALIPER (FRAXINUS PENNSLYVANICA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2053 | SUGAR MAPLE 8' TALL, 1 1/2" CLPR (ACER SACCHARUM) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2054 | BRADFORD PEAR 8' TALL, 1 1/2" CLPR (PYRUS CALLERYANA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2055 | RIVER BIRCH 8' TALL, 1 1/2" CALIPER (BETULA NIGRA) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2056 | WILLOW OAK 8' TALL, 1 1/2" CALIPER (QUERCUS PHELLOS) | 32 05 33 & 32 93 01 | C3 | 4 | EA | $0.00 | |
| 2057 | BITUMINOUS PRIME COAT | 32 12 10 | - | 200 | GAL | $0.00 | |
| 2058 | BITUMINOUS TACK COAT | 32 12 10 | - | 200 | GAL | $0.00 | |
| 2059 | CAST IN PLACE DETECTABLE WARNING SURFACE TILES | 32 17 26 | - | 200 | SF | $0.00 | |
| 2060 | RETROFIT DETECTABLE WARNING SURFACE TILES | 32 17 26.10 | - | 200 | SF | $0.00 | |
| 2061 | EXISTING TIRESTOP | 33 31 00 | - | 10 | EA | $0.00 | |
| 2062 | CONCRETE FLUME | 33 31 00 | C2 | 250 | SF | $0.00 | |
| 2063 | NEW TIRESTOP | 33 31 00 | C2 | 10 | EA | $0.00 | |
| 2064 | RAISE/LOWER VALVES TO FINISHED GRADE | 33 31 00 | - | 5 | EA | $0.00 | |
| 2065 | RELOCATE METER/HYDRANT | 33 31 00 | - | 5 | EA | $0.00 | |
| 2066 | 3" BASE (UNDERCUT BACKFILL) | 303, 306 | - | 1500 | CY | $0.00 | |
| 2067 | ROADWAY GOVERNMENT PROVIDED STONE BACKFILL (UNDERCUT) | 207 | - | 1500 | CY | $0.00 | |
| 2068 | 6" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 2069 | 12" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 2070 | 18" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE. | 207 | - | 100 | CY | $0.00 | |
| 2071 | SUBGRADE PREPARATION | 214 | - | 3500 | SY | $0.00 | |
| 2072 | GOVERNMENT PROVIDED BASE MATERIAL | 303 | - | 100 | CY | $0.00 | |
| 2073 | AHTD CLASS 7 AGGREGATE BASE COURSE | 303 | - | 1500 | CY | $0.00 | |
| 2074 | RECONSTRUCT EXISTING BASE COURSE | 305 | - | 400 | SY | $0.00 | |
| 2075 | ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 406 | - | 350 | TON | $0.00 | |
| 2076 | ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 406 | - | 250 | TON | $0.00 | |
| 2077 | ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 406 | - | 600 | TON | $0.00 | |
| 2078 | ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 406 | - | 250 | TON | $0.00 | |
| 2079 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 2080 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 2081 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 2082 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (LESS THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 2083 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 2084 | ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 300 | TON | $0.00 | |
| 2085 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 350 | TON | $0.00 | |
| 2086 | ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (GREATER THAN 200 TONS PER D.O.) | 407 | - | 200 | TON | $0.00 | |
| 2087 | COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5" INCLUDES REMOVAL AND DISPOSAL OFF BASE | 412 | - | 250 | SY | $0.00 | |
| 2088 | COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES REMOVAL AND DISPOSAL OFF BASE | 412 | - | 200 | SY | $0.00 | |
| 2089 | COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5", INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY | 412 | - | 7500 | SY | $0.00 | |
| 2090 | COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY | 412 | - | 250 | SY | $0.00 | |
| 2091 | CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 2092 | REMOVAL OF PERMANENT PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 2093 | REMOVAL OF PERMANENT PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 2094 | REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 2095 | REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS) | 604 | - | 20 | EA | $0.00 | |
| 2096 | REMOVABLE CONSTRUCTION PAVEMENT MARKINGS | 604 | - | 100 | LF | $0.00 | |
| 2097 | CONSTRUCTION PAVEMENT MARKINGS | 604 | PM-1 | 100 | LF | $0.00 | |
| 2098 | CONSTRUCTION SIGN | 604 | TC-1-3 | 250 | SF | $0.00 | |
| 2099 | VERTICAL PANELS | 604 | TC3 | 100 | EA | $0.00 | |
| 2100 | TRAFFIC DRUMS | 604 | TC3 | 5 | EA | $0.00 | |
| 2101 | TYPE III BARRICADES | 604 | TC3 | 60 | LF | $0.00 | |
| 2102 | NATIVE MATERIAL EXCAVATION AND PIPE BACKFILL | 606 | - | 200 | CY | $0.00 | |
| 2103 | 12” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2104 | 18” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2105 | 24” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2106 | 30” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2107 | 36” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2108 | 42” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2109 | 48” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2110 | 54” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2111 | 60” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2112 | 66” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL | 606 | FES-1-2 | 3 | EA | $0.00 | |
| 2113 | 12" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 12 | LF | $0.00 | |
| 2114 | 18" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2115 | 24" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2116 | 30" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2117 | 36" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2118 | 42" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2119 | 48" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2120 | 54" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2121 | 60" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2122 | 66" REINFORCED CONCRETE PIPE CULVERT CLASS V | 606 | PCC-1 | 24 | LF | $0.00 | |
| 2123 | SELECTED PIPE BEDDING - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) INCLUDES PLACEMENT AND COMPACTION IN LIFTS PER SPECS | 606 | PCC-1 | 100 | CY | $0.00 | |
| 2124 | SELECTED PIPE BACKFILL - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) | 606 | PCC-1 | 100 | CY | $0.00 | |
| 2125 | 12 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2126 | 18 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2127 | 24 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2128 | 30 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2129 | 36 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2130 | 42" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2131 | 48" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2132 | 54" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2133 | 60" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2134 | 66" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1 | 606 | SES-1 | 4 | EA | $0.00 | |
| 2135 | TIE CULVERT INTO EXISTING DRAINAGE STRUCTURE | 609 | - | 3 | EA | $0.00 | |
| 2136 | DROP INLET (TYPE C) "CURB INLET" INCLUDES HEAVY DUTY RING AND COVER | 609 | FPC-9E | 3 | EA | $0.00 | |
| 2137 | DROP INLET (TYPE C) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9E | 5 | LF OF DEPTH | $0.00 | |
| 2138 | DROP INLET EXTENSION FOR CURB INLET 4' | 609 | FPC-9E | 1 | EA | $0.00 | |
| 2139 | DROP INLET EXTENSION FOR CURB INLET 8' | 609 | FPC-9E | 1 | EA | $0.00 | |
| 2140 | DROP INLET (TYPE ST) INCLUDES PEDESTRIAN GRATE AND FRAME (0'-6' DEPTH) | 609 | FPC-9S | 3 | EA | $0.00 | |
| 2141 | DROP INLET (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9S | 5 | LF OF DEPTH | $0.00 | |
| 2142 | JUNCTION BOX (TYPE ST) INCLUDES HEAVY DUTY RING AND COVER (0'-6' DEPTH) | 609 | FPC-9S | 3 | EA | $0.00 | |
| 2143 | JUNCTION BOX (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6' | 609 | FPC-9S | 5 | LF OF DEPTH | $0.00 | |
| 2144 | EXISTING MANHOLE ADJUSTED TO GRADE -2' TO 2' IN ELEVATION | 610 | - | 3 | EA | $0.00 | |
| 2145 | REMOVE AND REPLACE EXISTING DROP INLET (TYPE C) "CURB INLET" TOP, NO ELEVATION ADJUSTMENT | 610 | FPC-9E | 3 | EA | $0.00 | |
| 2146 | EXISTING JUNCTION BOX ADJUSTED TO GRADE -2' TO +2' IN ELEVATION | 610 | FPC-9S | 3 | EA | $0.00 | |
| 2147 | EXISTING DROP INLET (ANY AHTD TYPE) ADJUSTED TO GRADE -2' TO +2' IN ELEVATION | 610 | FPC-9S & 9E | 3 | EA | $0.00 | |
| 2148 | PIPE UNDERDRAIN CONNECTION TO CONCRETE PIPE OR CONCRETE DRAINAGE STRUCTURE | 611 | - | 5 | EA | $0.00 | |
| 2149 | 4" PIPE UNDERDRAIN | 611 | PU-1 | 300 | LF | $0.00 | |
| 2150 | GRANULAR FILTER MATERIAL (#57 STONE) | 611 | PU-1 | 250 | CY | $0.00 | |
| 2151 | UNDERDRAIN OUTLET PROTECTOR INCLUDING RODENT SCREENS | 611 | PU-1 | 5 | EA | $0.00 | |
| 2152 | GEOTEXTILE FABRIC AHTD TYPE 1 (FILTER FABRIC, SUBSURFACE DRAINAGE, AND SEPERATION) | 625 | - | 850 | SY | $0.00 | |
| 2153 | GEOTEXTILE FABRIC AHTD TYPE 7 (ASPHALT PAVING FABRIC) | 625 | - | 200 | SY | $0.00 | |
| 2154 | CONCRETE STEPS | 633 | C1 | 100 | SF | $0.00 | |
| 2155 | 4” THICK SIDEWALK | 633 | C2 | 2250 | SF | $0.00 | |
| 2156 | 6" THICK SIDEWALK | 633 | C2 | 200 | SF | $0.00 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .