Attachment9-SectionBAttachments_Rev3.xls
XLS spreadsheet 212 KB Posted
- Attached to
- Base Civil Engineering Works Federal contract opportunity
- Solicitation number
- FA4460-06-R-0007
About this file
Specifications
View the file
Other files for this federal contract opportunity
Show all 33
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Base Year
| SOLICITATION NO: FA4460-06-R-0007 | ||||||
| CONTRACT NO: | ||||||
| PRICING SCHEDULE - ATTACHMENT 9 | ||||||
| SUPPLIES OR SERVICE AND PRICES/COSTS | ||||||
| BASE YEAR | ||||||
| ITEM | SUPPLIES/SERVICES | QTY | UNIT | UNIT PRICE | AMOUNT | |
| 0001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY | |||||
| TO PERFORM ALL ALTERATIONS AS OUTLINES IN | ||||||
| SPECIFICATIONS AND PLANS NKAK 04-1008 | ||||||
| 0001AA | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 8”-12” DIA. TREES | ||||||
| 0001AB | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 14”-24” DIA. TREES | ||||||
| 0001AC | TRANSPLANTING TREES | 5 | EA | $ | $ | |
| ON SITE, UP TO 8" DIA. | ||||||
| 0001AD | SILVERBERRY, 5 GAL. | 30 | EA | $ | $ | |
| (Elaeagnus pungens) | ||||||
| 0001AE | CRAPE-MYRTLE, 5 GAL. | 30 | EA | $ | $ | |
| (Lagerstroemia indica) | ||||||
| 0001AF | JAPANESE BARBERRY, 9"-12" | 30 | EA | $ | $ | |
| (Berberis thunbergi) | ||||||
| 0001AG | MOUNTAIN LAUREL, 15"-18" | 30 | EA | $ | $ | |
| (Kalmia latifolia) | ||||||
| 0001AH | GREEN ASH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Fraxinus pennslyvanica) | ||||||
| 0001AJ | SUGAR MAPLE 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Acer saccharum) | ||||||
| 0001AK | BRADFORD PEAR 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Pyrus calleryana) | ||||||
| 0001AL | RIVER BIRCH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Betula nigra) | ||||||
| 0001AM | WILLOW OAK 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Quercus Phellos) | ||||||
| 0001AN | CLEARING AND GRUBBING | 500 | SY | $ | $ | |
| 0001AP | EXCAVATION | 2000 | CY | $ | $ | |
| 0001AQ | GRADING | 20000 | SY | $ | $ | |
| 0001AR | ROCK EXCAVATION | 100 | CY | $ | $ | |
| 0001AS | FILL MATERIAL | 2000 | CY | $ | $ | |
| 0001AT | COMPACTION OF | 250 | CY | $ | $ | |
| UNCLASSIFIED GOV'T | ||||||
| FURNISHED MATERIAL | ||||||
| 0001AU | RESHAPING R/W SHOULDER | 10 | STA | $ | $ | |
| 0001AV | EDGE DRAINS | 200 | LF | $ | $ | |
| 0001AW | OUTLET DRAIN PIPE - 6" PVC | 100 | LF | $ | $ | |
| 0001AX | 12” RCP | 200 | LF | $ | $ | |
| 0001AY | 15" RCP | 200 | LF | |||
| 0001AZ | 18” RCP | 200 | LF | $ | $ | |
| 0001BA | 24” RCP | 100 | LF | $ | $ | |
| 0001BB | 30” RCP | 100 | LF | $ | $ | |
| 0001BC | 36” RCP | 100 | LF | $ | $ | |
| 0001BD | 48” RCP | 100 | LF | $ | $ | |
| 0001BE | 60” RCP | 50 | LF | $ | $ | |
| 0001BF | 66” RCP | 50 | LF | $ | $ | |
| 0001BG | 11" X 18" RCAP | 100 | LF | $ | $ | |
| 0001BH | 13" X 22" RCAP | 100 | LF | $ | $ | |
| 0001BJ | 18" X 29" RCAP | 100 | LF | $ | $ | |
| 0001BK | 23" X 36" RCAP | 100 | LF | $ | $ | |
| 0001BL | 27" X 44" RCAP | 50 | LF | $ | $ | |
| 0001BM | 54" X 88" RCAP | 50 | LF | $ | $ | |
| 0001BN | 12” FLARED END SECTION | 8 | EA | $ | $ | |
| 0001BP | 15" FLARED END SECTION | 8 | EA | $ | $ | |
| 0001BQ | 18” FLARED END SECTION | 8 | EA | $ | $ | |
| 0001BR | 24” FLARED END SECTION | 6 | EA | $ | $ | |
| 0001BS | 30” FLARED END SECTION | 6 | EA | $ | $ | |
| 0001BT | 36” FLARED END SECTION | 4 | EA | $ | $ | |
| 0001BU | 48” FLARED END SECTION | 2 | EA | $ | $ | |
| 0001BV | 60” FLARED END SECTION | 2 | EA | $ | $ | |
| 0001BW | 66” FLARED END SECTION | 2 | EA | $ | $ | |
| 0001BX | 11" X 18" FLARED END SECTION | 4 | EA | $ | $ | |
| 0001BY | 13" X 22" FLARED END SECTION | 4 | EA | $ | $ | |
| 0001BZ | 18" X 29" FLARED END SECTION | 2 | EA | $ | $ | |
| 0001CA | 23" X 36" FLARED END SECTION | 2 | EA | $ | $ | |
| 0001CB | 27" X 44" FLARED END SECTION | 2 | EA | $ | $ | |
| 0001CC | 54" X 88" FLARED END SECTION | 2 | EA | $ | $ | |
| 0001CD | CONCRETE FLUME | 400 | SF | $ | $ | |
| 0001CE | CURB INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 0001CF | GRATE INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 0001CG | CONSTRUCT MANHOLE | 2 | EA | $ | $ | |
| (0’-6’ DEPTH) | ||||||
| 0001CH | ADJUST EXISTING GRATE | 2 | EA | $ | $ | |
| INLET 0’-2’ | ||||||
| 0001CJ | ADJUST EXISTING MAN- | 6 | EA | $ | $ | |
| HOLE 0’-2’ | ||||||
| 0001CK | TIE INTO EXISTING DRAIN- | 5 | EA | $ | $ | |
| AGE STRUCTURE | ||||||
| 0001CL | REMOVE/REPLACE CURB | 8 | EA | $ | $ | |
| INLET TOP | ||||||
| 0001CM | REMOVE/REINSTALL | 250 | LF | $ | $ | |
| CHAIN LINK FENCE | ||||||
| 0001CN | INSTALL NEW CHAIN LINK FENCE | 150 | LF | $ | $ | |
| 0001CP | SODDING | 6000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 0001CQ | HYDROSEEDING | 2000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 0001CR | REPAIR UTILITY TRENCH | 100 | SY | $ | $ | |
| 0001CS | REPAIR TRAFFIC DETECTION | 400 | LF | $ | $ | |
| LOOP | ||||||
| 0001CT | ASPHALT REMOVAL/REPAIR | 1500 | SY | $ | $ | |
| 0001CU | ASPHALT REMOVAL | 1000 | SY | $ | $ | |
| 0001CV | RECOMPACT EXISTING | 1000 | SY | $ | $ | |
| BASE COURSE | ||||||
| 0001CW | REMOVE & DISPOSE OF | 1000 | SY | $ | $ | |
| TOTAL DEPTH ASPHALT SECTION | ||||||
| 0001CX | ASPHALT COLD MILLING, UP TO 4" | 5000 | SY | $ | $ | |
| (LESS THAN 10000 SY PER D.O.) | ||||||
| 0001CY | ASPHALT COLD MILLING, UP TO 4" | 20000 | SY | $ | $ | |
| (GREATER THAN 10000 SY PER D.O.) | ||||||
| 0001CZ | AGGREGATE BASE COURSE | 2000 | TON | $ | $ | |
| 0001DA | BITUMINOUS PRIME | 4000 | GAL | $ | $ | |
| AND TACK COAT | ||||||
| 0001DB | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DC | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DD | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DE | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DF | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DG | ASPHALT HOT MIX | 2000 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DH | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DJ | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DK | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DL | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 0001DM | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DN | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DP | ASPHALT HOT MIX | 2000 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DQ | ASPHALT HOT MIX | 1000 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 0001DR | ASPHALT PAVING FABRIC | 200 | SY | $ | $ | |
| 0001DS | COAL TAR EMULSION | 5000 | GAL | $ | $ | |
| SEALER | ||||||
| 0001DT | RECYCLED ASPHALT PAVING | 3000 | SY | $ | $ | |
| 0001DU | TRAFFIC MARKING PAINT | 5000 | SF | $ | $ | |
| 0001DV | CURB & GUTTER | 250 | LF | $ | $ | |
| REMOVE AND REPLACE | ||||||
| 0001DW | NEW CURB & GUTTER | 3000 | LF | $ | $ | |
| 0001DX | 4” SIDEWALK | 3000 | SF | $ | $ | |
| 0001DY | 6” UNREINFORCED | 2000 | SF | $ | $ | |
| CONCRETE SLAB | ||||||
| 0001DZ | CAST IN PLACE | 100 | SF | $ | $ | |
| CONCRETE STEPS | ||||||
| 0001EA | HANDRAILS | 40 | LF | $ | $ | |
| 0001EB | TRAFFIC SIGNS | 4 | EA | $ | $ | |
| 0001EC | CONSTRUCTION SIGN | 5 | EA | $ | $ | |
| 0001ED | RAISE/LOWER VALVES TO | 5 | EA | $ | $ | |
| FINISHED GRADE | ||||||
| 0001EE | RELOCATE METER/HYDRANT | 2 | EA | $ | $ | |
| 0001EF | LOWER UTILITY LINES | 50 | LF | $ | $ | |
| 0001EG | DEMOLITION OF WOOD OR METAL | 10 | EA | $ | $ | |
| POLE WITH LIGHT FIXTURES. | ||||||
| 0001EH | DEMOLITION OF AERIAL SERVICE | 3 | EA | $ | $ | |
| CABLE PER SPAN. | ||||||
| 0001EJ | REINSTALL OR ROTATE EXISTING | 2 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON EXISTING CONCRETE BASE | ||||||
| 0001EK | REINSTALL EXISTING OR | 3 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON NEW CONCRETE BASE, | ||||||
| 2#8 WITH GROUND CONDUCTORS FROM | ||||||
| LIGHT TO BASE AND GROUND ROD. | ||||||
| 0001EL | AREA LIGHT ASSEMBLY: 150-400 | 3 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (1 TO 4 LIGHT POLES PER D.O) | ||||||
| 0001EM | AREA LIGHT ASSEMBLY: 150-400 | 6 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (5 OR MORE LIGHT POLES PER D.O.) | ||||||
| 0001EN | ADDITIONAL 150-400 WATT HID | 4 | EA | $ | $ | |
| FIXTURE INSTALLED WITH A NEW | ||||||
| AREA LIGHT ASSEMBLY | ||||||
| 0001EP | UNDERGROUND FEEDER ASSEMBLY: | 1750 | LF | $ | $ | |
| 1" RIGID GALVINIZED STEEL CONDUIT, | ||||||
| 2#8 WITH GROUND CONDUCTORS 24" BELOW | ||||||
| GRADE INCLUDING UTILITY TRENCH | ||||||
| AND BACKFILL | ||||||
| 0001EQ | AERIAL FEEDER LIGHT CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 0001ER | #8 TRIPLEX | 5 | CLF | $ | $ | |
| 0001ES | BUILDING FEEDER LIGHTING CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 0001ET | INTERIOR FEEDER ASSEMBLY: 1" | 200 | LF | $ | $ | |
| EMT AND 2#8 WITH GROUND CONDUCTORS | ||||||
| INSIDE BUILDING INCLUDING REMOVING | ||||||
| AND REINSTALLING CEILING TILES | ||||||
| 0001EU | ADDITIONAL #8 IN FEEDER CONDUIT | 20 | CLF | $ | $ | |
| INSTALLED UNDER DIFFERENT LINE | ||||||
| ITEM. | ||||||
| 0001EV | EMPTY 1" RIGID GALVINIZED STEEL | 100 | LF | $ | $ | |
| CONDUIT, 24" BELOW GRADE INCLUDING | ||||||
| UTILITY TRENCH AND BACKFILL | ||||||
| 0001EW | TYPE "A" FIXED BOLLARD | 12 | EA | $ | $ | |
| 0001EX | TYPE "B" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 0001EY | TYPE "C" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 0001EZ | TYPE "D" REMOVABLE BOLLARD | 6 | EA | $ | $ | |
| 0001FA | W-SECTION STEEL BOLLARD ONLY | 4 | EA | $ | $ | |
| FROM TYPE "D" REMOVABLE BOLLARD | ||||||
| 0001FB | CONCRETE | 50 | CY | $ | $ | |
| 0001FC | REINFORCEMENT | 3000 | LB | $ | $ | |
| 0001FD | FORMWORK | 500 | SF | $ | $ | |
| 0001FE | MAINTAIN VEHICULAR TRAFFIC | 10 | STA | $ | $ | |
| (INCLUDES STREET CLOSURES, | ||||||
| FLAGMEN & BARRICADES) | ||||||
| 0001FF | ADEQ NOTICE OF INTENT | 2 | EA | $ | $ | |
| PERMIT FEE | ||||||
| 0001FG | STORMWATER POLLUTION | 5 | EA | $ | $ | |
| PREVENTION PLAN | ||||||
| 0001FH | EROSION CONTROL PLAN | 5 | EA | $ | $ | |
| 0001FJ | SILT FENCE BARRIER | 6000 | LF | $ | $ | |
| 0001FK | STRAW BALE BARRIER | 3000 | LF | $ | $ | |
| 0001FL | COARSE ROCK DITCH CHECK | 10 | CY | $ | $ | |
| 0001FM | GRAVEL STORM INLET FILTER | 5 | EA | $ | $ | |
| 0001FN | CURB INLET GRAVEL FILTER | 5 | EA | $ | $ | |
| 0001FP | BACKFILL COMPACTION TEST | 20 | EA | $ | $ | |
| 0001FQ | CONCRETE CYLINDER | 24 | EA | $ | $ | |
| COMPRESSIVE STRENGTH TEST | ||||||
| 0001FR | BRICK | 2000 | SF | $ | $ | |
| 0001FS | CAST STONE | 125 | SF | $ | $ | |
| 0001FT | 3/4" GALVANIZED STEEL CABLE | 500 | LF | $ | $ | |
| (INCLUDES POSTS, TURNBUCKLES, | ||||||
| U-BOLTS, CLAMPS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 0001FU | STEEL PLATE CABLE SUPPORT | 22 | EA | $ | $ | |
| 0001FV | METAL SCREEN WALL | 200 | LF | $ | $ | |
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 0001FW | REMOVE/REINSTALL | 50 | LF | $ | $ | |
| METAL ENCLOSURE | ||||||
| 0001FX | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR METAL ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 0001FY | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR BRICK ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001AA THROUGH 0001FY | $ | |||||
| 0001FZ | GEOGRAPHIC COST ESCALATION | LS | % | |||
| TO BE APPLIED TO ALL LINE ITEMS | ||||||
| USED IN A DELIVERY ORDER WHERE | ||||||
| THE WORK OCCURS OUTSIDE OF LRAFB | ||||||
| (MAXIMUM DISTANCE WILL BE WITHIN | ||||||
| A 30 MILE RADIUS OF THE BASE) |
&CFOR OFFICIAL USE ONLY
&CAttachment 9&RPage &P of &N
Option Year 1
| SOLICITATION NO: FA4460-06-R-0007 | ||||||
| CONTRACT NO: | ||||||
| PRICING SCHEDULE - ATTACHMENT 9 | ||||||
| SUPPLIES OR SERVICE AND PRICES/COSTS | ||||||
| OPTION YEAR 1 | ||||||
| ITEM | SUPPLIES/SERVICES | QTY | UNIT | UNIT PRICE | AMOUNT | |
| 1001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY | |||||
| TO PERFORM ALL ALTERATIONS AS OUTLINES IN | ||||||
| SPECIFICATIONS AND PLANS NKAK 04-1008 | ||||||
| 1001AA | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 8”-12” DIA. TREES | ||||||
| 1001AB | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 14”-24” DIA. TREES | ||||||
| 1001AC | TRANSPLANTING TREES | 5 | EA | $ | $ | |
| ON SITE, UP TO 8" DIA. | ||||||
| 1001AD | SILVERBERRY, 5 GAL. | 30 | EA | $ | $ | |
| (Elaeagnus pungens) | ||||||
| 1001AE | CRAPE-MYRTLE, 5 GAL. | 30 | EA | $ | $ | |
| (Lagerstroemia indica) | ||||||
| 1001AF | JAPANESE BARBERRY, 9"-12" | 30 | EA | $ | $ | |
| (Berberis thunbergi) | ||||||
| 1001AG | MOUNTAIN LAUREL, 15"-18" | 30 | EA | $ | $ | |
| (Kalmia latifolia) | ||||||
| 1001AH | GREEN ASH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Fraxinus pennslyvanica) | ||||||
| 1001AJ | SUGAR MAPLE 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Acer saccharum) | ||||||
| 1001AK | BRADFORD PEAR 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Pyrus calleryana) | ||||||
| 1001AL | RIVER BIRCH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Betula nigra) | ||||||
| 1001AM | WILLOW OAK 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Quercus Phellos) | ||||||
| 1001AN | CLEARING AND GRUBBING | 500 | SY | $ | $ | |
| 1001AP | EXCAVATION | 2000 | CY | $ | $ | |
| 1001AQ | GRADING | 20000 | SY | $ | $ | |
| 1001AR | ROCK EXCAVATION | 100 | CY | $ | $ | |
| 1001AS | FILL MATERIAL | 2000 | CY | $ | $ | |
| 1001AT | COMPACTION OF | 250 | CY | $ | $ | |
| UNCLASSIFIED GOV'T | ||||||
| FURNISHED MATERIAL | ||||||
| 1001AU | RESHAPING R/W SHOULDER | 10 | STA | $ | $ | |
| 1001AV | EDGE DRAINS | 200 | LF | $ | $ | |
| 1001AW | OUTLET DRAIN PIPE - 6" PVC | 100 | LF | $ | $ | |
| 1001AX | 12” RCP | 200 | LF | $ | $ | |
| 1001AY | 15" RCP | 200 | LF | |||
| 1001AZ | 18” RCP | 200 | LF | $ | $ | |
| 1001BA | 24” RCP | 100 | LF | $ | $ | |
| 1001BB | 30” RCP | 100 | LF | $ | $ | |
| 1001BC | 36” RCP | 100 | LF | $ | $ | |
| 1001BD | 48” RCP | 100 | LF | $ | $ | |
| 1001BE | 60” RCP | 50 | LF | $ | $ | |
| 1001BF | 66” RCP | 50 | LF | $ | $ | |
| 1001BG | 11" X 18" RCAP | 100 | LF | $ | $ | |
| 1001BH | 13" X 22" RCAP | 100 | LF | $ | $ | |
| 1001BJ | 18" X 29" RCAP | 100 | LF | $ | $ | |
| 1001BK | 23" X 36" RCAP | 100 | LF | $ | $ | |
| 1001BL | 27" X 44" RCAP | 50 | LF | $ | $ | |
| 1001BM | 54" X 88" RCAP | 50 | LF | $ | $ | |
| 1001BN | 12” FLARED END SECTION | 8 | EA | $ | $ | |
| 1001BP | 15" FLARED END SECTION | 8 | EA | $ | $ | |
| 1001BQ | 18” FLARED END SECTION | 8 | EA | $ | $ | |
| 1001BR | 24” FLARED END SECTION | 6 | EA | $ | $ | |
| 1001BS | 30” FLARED END SECTION | 6 | EA | $ | $ | |
| 1001BT | 36” FLARED END SECTION | 4 | EA | $ | $ | |
| 1001BU | 48” FLARED END SECTION | 2 | EA | $ | $ | |
| 1001BV | 60” FLARED END SECTION | 2 | EA | $ | $ | |
| 1001BW | 66” FLARED END SECTION | 2 | EA | $ | $ | |
| 1001BX | 11" X 18" FLARED END SECTION | 4 | EA | $ | $ | |
| 1001BY | 13" X 22" FLARED END SECTION | 4 | EA | $ | $ | |
| 1001BZ | 18" X 29" FLARED END SECTION | 2 | EA | $ | $ | |
| 1001CA | 23" X 36" FLARED END SECTION | 2 | EA | $ | $ | |
| 1001CB | 27" X 44" FLARED END SECTION | 2 | EA | $ | $ | |
| 1001CC | 54" X 88" FLARED END SECTION | 2 | EA | $ | $ | |
| 1001CD | CONCRETE FLUME | 400 | SF | $ | $ | |
| 1001CE | CURB INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 1001CF | GRATE INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 1001CG | CONSTRUCT MANHOLE | 2 | EA | $ | $ | |
| (0’-6’ DEPTH) | ||||||
| 1001CH | ADJUST EXISTING GRATE | 2 | EA | $ | $ | |
| INLET 0’-2’ | ||||||
| 1001CJ | ADJUST EXISTING MAN- | 6 | EA | $ | $ | |
| HOLE 0’-2’ | ||||||
| 1001CK | TIE INTO EXISTING DRAIN- | 5 | EA | $ | $ | |
| AGE STRUCTURE | ||||||
| 1001CL | REMOVE/REPLACE CURB | 8 | EA | $ | $ | |
| INLET TOP | ||||||
| 1001CM | REMOVE/REINSTALL | 250 | LF | $ | $ | |
| CHAIN LINK FENCE | ||||||
| 1001CN | INSTALL NEW CHAIN LINK FENCE | 150 | LF | $ | $ | |
| 1001CP | SODDING | 6000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 1001CQ | HYDROSEEDING | 2000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 1001CR | REPAIR UTILITY TRENCH | 100 | SY | $ | $ | |
| 1001CS | REPAIR TRAFFIC DETECTION | 400 | LF | $ | $ | |
| LOOP | ||||||
| 1001CT | ASPHALT REMOVAL/REPAIR | 1500 | SY | $ | $ | |
| 1001CU | ASPHALT REMOVAL | 1000 | SY | $ | $ | |
| 1001CV | RECOMPACT EXISTING | 1000 | SY | $ | $ | |
| BASE COURSE | ||||||
| 1001CW | REMOVE & DISPOSE OF | 1000 | SY | $ | $ | |
| TOTAL DEPTH ASPHALT SECTION | ||||||
| 1001CX | ASPHALT COLD MILLING, UP TO 4" | 5000 | SY | $ | $ | |
| (LESS THAN 10000 SY PER D.O.) | ||||||
| 1001CY | ASPHALT COLD MILLING, UP TO 4" | 20000 | SY | $ | $ | |
| (GREATER THAN 10000 SY PER D.O.) | ||||||
| 1001CZ | AGGREGATE BASE COURSE | 2000 | TON | $ | $ | |
| 1001DA | BITUMINOUS PRIME | 4000 | GAL | $ | $ | |
| AND TACK COAT | ||||||
| 1001DB | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DC | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DD | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DE | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DF | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DG | ASPHALT HOT MIX | 2000 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DH | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DJ | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DK | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DL | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 1001DM | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DN | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DP | ASPHALT HOT MIX | 2000 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DQ | ASPHALT HOT MIX | 1000 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 1001DR | ASPHALT PAVING FABRIC | 200 | SY | $ | $ | |
| 1001DS | COAL TAR EMULSION | 5000 | GAL | $ | $ | |
| SEALER | ||||||
| 1001DT | RECYCLED ASPHALT PAVING | 3000 | SY | $ | $ | |
| 1001DU | TRAFFIC MARKING PAINT | 5000 | SF | $ | $ | |
| 1001DV | CURB & GUTTER | 250 | LF | $ | $ | |
| REMOVE AND REPLACE | ||||||
| 1001DW | NEW CURB & GUTTER | 3000 | LF | $ | $ | |
| 1001DX | 4” SIDEWALK | 3000 | SF | $ | $ | |
| 1001DY | 6” UNREINFORCED | 2000 | SF | $ | $ | |
| CONCRETE SLAB | ||||||
| 1001DZ | CAST IN PLACE | 100 | SF | $ | $ | |
| CONCRETE STEPS | ||||||
| 1001EA | HANDRAILS | 40 | LF | $ | $ | |
| 1001EB | TRAFFIC SIGNS | 4 | EA | $ | $ | |
| 1001EC | CONSTRUCTION SIGN | 5 | EA | $ | $ | |
| 1001ED | RAISE/LOWER VALVES TO | 5 | EA | $ | $ | |
| FINISHED GRADE | ||||||
| 1001EE | RELOCATE METER/HYDRANT | 2 | EA | $ | $ | |
| 1001EF | LOWER UTILITY LINES | 50 | LF | $ | $ | |
| 1001EG | DEMOLITION OF WOOD OR METAL | 10 | EA | $ | $ | |
| POLE WITH LIGHT FIXTURES. | ||||||
| 1001EH | DEMOLITION OF AERIAL SERVICE | 3 | EA | $ | $ | |
| CABLE PER SPAN. | ||||||
| 1001EJ | REINSTALL OR ROTATE EXISTING | 2 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON EXISTING CONCRETE BASE | ||||||
| 1001EK | REINSTALL EXISTING OR | 3 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON NEW CONCRETE BASE, | ||||||
| 2#8 WITH GROUND CONDUCTORS FROM | ||||||
| LIGHT TO BASE AND GROUND ROD. | ||||||
| 1001EL | AREA LIGHT ASSEMBLY: 150-400 | 3 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (1 TO 4 LIGHT POLES PER D.O) | ||||||
| 1001EM | AREA LIGHT ASSEMBLY: 150-400 | 6 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (5 OR MORE LIGHT POLES PER D.O.) | ||||||
| 1001EN | ADDITIONAL 150-400 WATT HID | 4 | EA | $ | $ | |
| FIXTURE INSTALLED WITH A NEW | ||||||
| AREA LIGHT ASSEMBLY | ||||||
| 1001EP | UNDERGROUND FEEDER ASSEMBLY: | 1750 | LF | $ | $ | |
| 1" RIGID GALVINIZED STEEL CONDUIT, | ||||||
| 2#8 WITH GROUND CONDUCTORS 24" BELOW | ||||||
| GRADE INCLUDING UTILITY TRENCH | ||||||
| AND BACKFILL | ||||||
| 1001EQ | AERIAL FEEDER LIGHT CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 1001ER | #8 TRIPLEX | 5 | CLF | $ | $ | |
| 1001ES | BUILDING FEEDER LIGHTING CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 1001ET | INTERIOR FEEDER ASSEMBLY: 1" | 200 | LF | $ | $ | |
| EMT AND 2#8 WITH GROUND CONDUCTORS | ||||||
| INSIDE BUILDING INCLUDING REMOVING | ||||||
| AND REINSTALLING CEILING TILES | ||||||
| 1001EU | ADDITIONAL #8 IN FEEDER CONDUIT | 20 | CLF | $ | $ | |
| INSTALLED UNDER DIFFERENT LINE | ||||||
| ITEM. | ||||||
| 1001EV | EMPTY 1" RIGID GALVINIZED STEEL | 100 | LF | $ | $ | |
| CONDUIT, 24" BELOW GRADE INCLUDING | ||||||
| UTILITY TRENCH AND BACKFILL | ||||||
| 1001EW | TYPE "A" FIXED BOLLARD | 12 | EA | $ | $ | |
| 1001EX | TYPE "B" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 1001EY | TYPE "C" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 1001EZ | TYPE "D" REMOVABLE BOLLARD | 6 | EA | $ | $ | |
| 1001FA | W-SECTION STEEL BOLLARD ONLY | 4 | EA | $ | $ | |
| FROM TYPE "D" REMOVABLE BOLLARD | ||||||
| 1001FB | CONCRETE | 50 | CY | $ | $ | |
| 1001FC | REINFORCEMENT | 3000 | LB | $ | $ | |
| 1001FD | FORMWORK | 500 | SF | $ | $ | |
| 1001FE | MAINTAIN VEHICULAR TRAFFIC | 10 | STA | $ | $ | |
| (INCLUDES STREET CLOSURES, | ||||||
| FLAGMEN & BARRICADES) | ||||||
| 1001FF | ADEQ NOTICE OF INTENT | 2 | EA | $ | $ | |
| PERMIT FEE | ||||||
| 1001FG | STORMWATER POLLUTION | 5 | EA | $ | $ | |
| PREVENTION PLAN | ||||||
| 1001FH | EROSION CONTROL PLAN | 5 | EA | $ | $ | |
| 1001FJ | SILT FENCE BARRIER | 6000 | LF | $ | $ | |
| 1001FK | STRAW BALE BARRIER | 3000 | LF | $ | $ | |
| 1001FL | COARSE ROCK DITCH CHECK | 10 | CY | $ | $ | |
| 1001FM | GRAVEL STORM INLET FILTER | 5 | EA | $ | $ | |
| 1001FN | CURB INLET GRAVEL FILTER | 5 | EA | $ | $ | |
| 1001FP | BACKFILL COMPACTION TEST | 20 | EA | $ | $ | |
| 1001FQ | CONCRETE CYLINDER | 24 | EA | $ | $ | |
| COMPRESSIVE STRENGTH TEST | ||||||
| 1001FR | BRICK | 2000 | SF | $ | $ | |
| 1001FS | CAST STONE | 125 | SF | $ | $ | |
| 1001FT | 3/4" GALVANIZED STEEL CABLE | 500 | LF | $ | $ | |
| (INCLUDES POSTS, TURNBUCKLES, | ||||||
| U-BOLTS, CLAMPS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 1001FU | STEEL PLATE CABLE SUPPORT | 22 | EA | $ | $ | |
| 1001FV | METAL SCREEN WALL | 200 | LF | $ | $ | |
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 1001FW | REMOVE/REINSTALL | 50 | LF | $ | $ | |
| METAL ENCLOSURE | ||||||
| 1001FX | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR METAL ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 1001FY | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR BRICK ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001AA THROUGH 0001FY | $ | |||||
| 1001FZ | GEOGRAPHIC COST ESCALATION | LS | % | |||
| TO BE APPLIED TO ALL LINE ITEMS | ||||||
| USED IN A DELIVERY ORDER WHERE | ||||||
| THE WORK OCCURS OUTSIDE OF LRAFB | ||||||
| (MAXIMUM DISTANCE WILL BE WITHIN | ||||||
| A 30 MILE RADIUS OF THE BASE) |
&CFOR OFFICIAL USE ONLY
&CAttachment 9&RPage &P of &N
Option Year 2
| SOLICITATION NO: FA4460-06-R-0007 | ||||||
| CONTRACT NO: | ||||||
| PRICING SCHEDULE - ATTACHMENT 9 | ||||||
| SUPPLIES OR SERVICE AND PRICES/COSTS | ||||||
| OPTION YEAR 2 | ||||||
| ITEM | SUPPLIES/SERVICES | QTY | UNIT | UNIT PRICE | AMOUNT | |
| 2001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY | |||||
| TO PERFORM ALL ALTERATIONS AS OUTLINES IN | ||||||
| SPECIFICATIONS AND PLANS NKAK 04-1008 | ||||||
| 2001AA | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 8”-12” DIA. TREES | ||||||
| 2001AB | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 14”-24” DIA. TREES | ||||||
| 2001AC | TRANSPLANTING TREES | 5 | EA | $ | $ | |
| ON SITE, UP TO 8" DIA. | ||||||
| 2001AD | SILVERBERRY, 5 GAL. | 30 | EA | $ | $ | |
| (Elaeagnus pungens) | ||||||
| 2001AE | CRAPE-MYRTLE, 5 GAL. | 30 | EA | $ | $ | |
| (Lagerstroemia indica) | ||||||
| 2001AF | JAPANESE BARBERRY, 9"-12" | 30 | EA | $ | $ | |
| (Berberis thunbergi) | ||||||
| 2001AG | MOUNTAIN LAUREL, 15"-18" | 30 | EA | $ | $ | |
| (Kalmia latifolia) | ||||||
| 2001AH | GREEN ASH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Fraxinus pennslyvanica) | ||||||
| 2001AJ | SUGAR MAPLE 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Acer saccharum) | ||||||
| 2001AK | BRADFORD PEAR 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Pyrus calleryana) | ||||||
| 2001AL | RIVER BIRCH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Betula nigra) | ||||||
| 2001AM | WILLOW OAK 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Quercus Phellos) | ||||||
| 2001AN | CLEARING AND GRUBBING | 500 | SY | $ | $ | |
| 2001AP | EXCAVATION | 2000 | CY | $ | $ | |
| 2001AQ | GRADING | 20000 | SY | $ | $ | |
| 2001AR | ROCK EXCAVATION | 100 | CY | $ | $ | |
| 2001AS | FILL MATERIAL | 2000 | CY | $ | $ | |
| 2001AT | COMPACTION OF | 250 | CY | $ | $ | |
| UNCLASSIFIED GOV'T | ||||||
| FURNISHED MATERIAL | ||||||
| 2001AU | RESHAPING R/W SHOULDER | 10 | STA | $ | $ | |
| 2001AV | EDGE DRAINS | 200 | LF | $ | $ | |
| 2001AW | OUTLET DRAIN PIPE - 6" PVC | 100 | LF | $ | $ | |
| 2001AX | 12” RCP | 200 | LF | $ | $ | |
| 2001AY | 15" RCP | 200 | LF | |||
| 2001AZ | 18” RCP | 200 | LF | $ | $ | |
| 20001BA | 24” RCP | 100 | LF | $ | $ | |
| 2001BB | 30” RCP | 100 | LF | $ | $ | |
| 2001BC | 36” RCP | 100 | LF | $ | $ | |
| 2001BD | 48” RCP | 100 | LF | $ | $ | |
| 2001BE | 60” RCP | 50 | LF | $ | $ | |
| 2001BF | 66” RCP | 50 | LF | $ | $ | |
| 2001BG | 11" X 18" RCAP | 100 | LF | $ | $ | |
| 2001BH | 13" X 22" RCAP | 100 | LF | $ | $ | |
| 2001BJ | 18" X 29" RCAP | 100 | LF | $ | $ | |
| 2001BK | 23" X 36" RCAP | 100 | LF | $ | $ | |
| 2001BL | 27" X 44" RCAP | 50 | LF | $ | $ | |
| 2001BM | 54" X 88" RCAP | 50 | LF | $ | $ | |
| 2001BN | 12” FLARED END SECTION | 8 | EA | $ | $ | |
| 2001BP | 15" FLARED END SECTION | 8 | EA | $ | $ | |
| 2001BQ | 18” FLARED END SECTION | 8 | EA | $ | $ | |
| 2001BR | 24” FLARED END SECTION | 6 | EA | $ | $ | |
| 2001BS | 30” FLARED END SECTION | 6 | EA | $ | $ | |
| 2001BT | 36” FLARED END SECTION | 4 | EA | $ | $ | |
| 2001BU | 48” FLARED END SECTION | 2 | EA | $ | $ | |
| 2001BV | 60” FLARED END SECTION | 2 | EA | $ | $ | |
| 2001BW | 66” FLARED END SECTION | 2 | EA | $ | $ | |
| 2001BX | 11" X 18" FLARED END SECTION | 4 | EA | $ | $ | |
| 2001BY | 13" X 22" FLARED END SECTION | 4 | EA | $ | $ | |
| 2001BZ | 18" X 29" FLARED END SECTION | 2 | EA | $ | $ | |
| 2001CA | 23" X 36" FLARED END SECTION | 2 | EA | $ | $ | |
| 2001CB | 27" X 44" FLARED END SECTION | 2 | EA | $ | $ | |
| 2001CC | 54" X 88" FLARED END SECTION | 2 | EA | $ | $ | |
| 2001CD | CONCRETE FLUME | 400 | SF | $ | $ | |
| 2001CE | CURB INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 2001CF | GRATE INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 2001CG | CONSTRUCT MANHOLE | 2 | EA | $ | $ | |
| (0’-6’ DEPTH) | ||||||
| 2001CH | ADJUST EXISTING GRATE | 2 | EA | $ | $ | |
| INLET 0’-2’ | ||||||
| 2001CJ | ADJUST EXISTING MAN- | 6 | EA | $ | $ | |
| HOLE 0’-2’ | ||||||
| 2001CK | TIE INTO EXISTING DRAIN- | 5 | EA | $ | $ | |
| AGE STRUCTURE | ||||||
| 2001CL | REMOVE/REPLACE CURB | 8 | EA | $ | $ | |
| INLET TOP | ||||||
| 2001CM | REMOVE/REINSTALL | 250 | LF | $ | $ | |
| CHAIN LINK FENCE | ||||||
| 2001CN | INSTALL NEW CHAIN LINK FENCE | 150 | LF | $ | $ | |
| 2001CP | SODDING | 6000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 2001CQ | HYDROSEEDING | 2000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 2001CR | REPAIR UTILITY TRENCH | 100 | SY | $ | $ | |
| 2001CS | REPAIR TRAFFIC DETECTION | 400 | LF | $ | $ | |
| LOOP | ||||||
| 2001CT | ASPHALT REMOVAL/REPAIR | 1500 | SY | $ | $ | |
| 2001CU | ASPHALT REMOVAL | 1000 | SY | $ | $ | |
| 2001CV | RECOMPACT EXISTING | 1000 | SY | $ | $ | |
| BASE COURSE | ||||||
| 2001CW | REMOVE & DISPOSE OF | 1000 | SY | $ | $ | |
| TOTAL DEPTH ASPHALT SECTION | ||||||
| 2001CX | ASPHALT COLD MILLING, UP TO 4" | 5000 | SY | $ | $ | |
| (LESS THAN 10000 SY PER D.O.) | ||||||
| 2001CY | ASPHALT COLD MILLING, UP TO 4" | 16000 | SY | $ | $ | |
| (GREATER THAN 10000 SY PER D.O.) | ||||||
| 2001CZ | AGGREGATE BASE COURSE | 2000 | TON | $ | $ | |
| 2001DA | BITUMINOUS PRIME | 3200 | GAL | $ | $ | |
| AND TACK COAT | ||||||
| 2001DB | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DC | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DD | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DE | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DF | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DG | ASPHALT HOT MIX | 1500 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DH | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DJ | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DK | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DL | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 2001DM | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DN | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DP | ASPHALT HOT MIX | 1500 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DQ | ASPHALT HOT MIX | 1000 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 2001DR | ASPHALT PAVING FABRIC | 200 | SY | $ | $ | |
| 2001DS | COAL TAR EMULSION | 4000 | GAL | $ | $ | |
| SEALER | ||||||
| 2001DT | RECYCLED ASPHALT PAVING | 3000 | SY | $ | $ | |
| 2001DU | TRAFFIC MARKING PAINT | 5000 | SF | $ | $ | |
| 2001DV | CURB & GUTTER | 250 | LF | $ | $ | |
| REMOVE AND REPLACE | ||||||
| 2001DW | NEW CURB & GUTTER | 3000 | LF | $ | $ | |
| 2001DX | 4” SIDEWALK | 3000 | SF | $ | $ | |
| 2001DY | 6” UNREINFORCED | 2000 | SF | $ | $ | |
| CONCRETE SLAB | ||||||
| 2001DZ | CAST IN PLACE | 100 | SF | $ | $ | |
| CONCRETE STEPS | ||||||
| 2001EA | HANDRAILS | 40 | LF | $ | $ | |
| 2001EB | TRAFFIC SIGNS | 4 | EA | $ | $ | |
| 2001EC | CONSTRUCTION SIGN | 5 | EA | $ | $ | |
| 2001ED | RAISE/LOWER VALVES TO | 5 | EA | $ | $ | |
| FINISHED GRADE | ||||||
| 2001EE | RELOCATE METER/HYDRANT | 2 | EA | $ | $ | |
| 2001EF | LOWER UTILITY LINES | 50 | LF | $ | $ | |
| 2001EG | DEMOLITION OF WOOD OR METAL | 10 | EA | $ | $ | |
| POLE WITH LIGHT FIXTURES. | ||||||
| 2001EH | DEMOLITION OF AERIAL SERVICE | 3 | EA | $ | $ | |
| CABLE PER SPAN. | ||||||
| 2001EJ | REINSTALL OR ROTATE EXISTING | 2 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON EXISTING CONCRETE BASE | ||||||
| 2001EK | REINSTALL EXISTING OR | 3 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON NEW CONCRETE BASE, | ||||||
| 2#8 WITH GROUND CONDUCTORS FROM | ||||||
| LIGHT TO BASE AND GROUND ROD. | ||||||
| 2001EL | AREA LIGHT ASSEMBLY: 150-400 | 3 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (1 TO 4 LIGHT POLES PER D.O) | ||||||
| 2001EM | AREA LIGHT ASSEMBLY: 150-400 | 6 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (5 OR MORE LIGHT POLES PER D.O.) | ||||||
| 2001EN | ADDITIONAL 150-400 WATT HID | 4 | EA | $ | $ | |
| FIXTURE INSTALLED WITH A NEW | ||||||
| AREA LIGHT ASSEMBLY | ||||||
| 2001EP | UNDERGROUND FEEDER ASSEMBLY: | 1750 | LF | $ | $ | |
| 1" RIGID GALVINIZED STEEL CONDUIT, | ||||||
| 2#8 WITH GROUND CONDUCTORS 24" BELOW | ||||||
| GRADE INCLUDING UTILITY TRENCH | ||||||
| AND BACKFILL | ||||||
| 2001EQ | AERIAL FEEDER LIGHT CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 2001ER | #8 TRIPLEX | 5 | CLF | $ | $ | |
| 2001ES | BUILDING FEEDER LIGHTING CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 2001ET | INTERIOR FEEDER ASSEMBLY: 1" | 200 | LF | $ | $ | |
| EMT AND 2#8 WITH GROUND CONDUCTORS | ||||||
| INSIDE BUILDING INCLUDING REMOVING | ||||||
| AND REINSTALLING CEILING TILES | ||||||
| 2001EU | ADDITIONAL #8 IN FEEDER CONDUIT | 20 | CLF | $ | $ | |
| INSTALLED UNDER DIFFERENT LINE | ||||||
| ITEM. | ||||||
| 2001EV | EMPTY 1" RIGID GALVINIZED STEEL | 100 | LF | $ | $ | |
| CONDUIT, 24" BELOW GRADE INCLUDING | ||||||
| UTILITY TRENCH AND BACKFILL | ||||||
| 2001EW | TYPE "A" FIXED BOLLARD | 12 | EA | $ | $ | |
| 2001EX | TYPE "B" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 2001EY | TYPE "C" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 2001EZ | TYPE "D" REMOVABLE BOLLARD | 6 | EA | $ | $ | |
| 2001FA | W-SECTION STEEL BOLLARD ONLY | 4 | EA | $ | $ | |
| FROM TYPE "D" REMOVABLE BOLLARD | ||||||
| 2001FB | CONCRETE | 50 | CY | $ | $ | |
| 2001FC | REINFORCEMENT | 3000 | LB | $ | $ | |
| 2001FD | FORMWORK | 500 | SF | $ | $ | |
| 2001FE | MAINTAIN VEHICULAR TRAFFIC | 10 | STA | $ | $ | |
| (INCLUDES STREET CLOSURES, | ||||||
| FLAGMEN & BARRICADES) | ||||||
| 2001FF | ADEQ NOTICE OF INTENT | 2 | EA | $ | $ | |
| PERMIT FEE | ||||||
| 2001FG | STORMWATER POLLUTION | 5 | EA | $ | $ | |
| PREVENTION PLAN | ||||||
| 2001FH | EROSION CONTROL PLAN | 5 | EA | $ | $ | |
| 2001FJ | SILT FENCE BARRIER | 6000 | LF | $ | $ | |
| 2001FK | STRAW BALE BARRIER | 3000 | LF | $ | $ | |
| 2001FL | COARSE ROCK DITCH CHECK | 10 | CY | $ | $ | |
| 2001FM | GRAVEL STORM INLET FILTER | 5 | EA | $ | $ | |
| 2001FN | CURB INLET GRAVEL FILTER | 5 | EA | $ | $ | |
| 2001FP | BACKFILL COMPACTION TEST | 20 | EA | $ | $ | |
| 2001FQ | CONCRETE CYLINDER | 24 | EA | $ | $ | |
| COMPRESSIVE STRENGTH TEST | ||||||
| 2001FR | BRICK | 2000 | SF | $ | $ | |
| 2001FS | CAST STONE | 125 | SF | $ | $ | |
| 2001FT | 3/4" GALVANIZED STEEL CABLE | 500 | LF | $ | $ | |
| (INCLUDES POSTS, TURNBUCKLES, | ||||||
| U-BOLTS, CLAMPS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 2001FU | STEEL PLATE CABLE SUPPORT | 22 | EA | $ | $ | |
| 2001FV | METAL SCREEN WALL | 200 | LF | $ | $ | |
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 2001FW | REMOVE/REINSTALL | 50 | LF | $ | $ | |
| METAL ENCLOSURE | ||||||
| 2001FX | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR METAL ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 2001FY | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR BRICK ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001AA THROUGH 0001FY | $ | |||||
| 2001FZ | GEOGRAPHIC COST ESCALATION | LS | % | |||
| TO BE APPLIED TO ALL LINE ITEMS | ||||||
| USED IN A DELIVERY ORDER WHERE | ||||||
| THE WORK OCCURS OUTSIDE OF LRAFB | ||||||
| (MAXIMUM DISTANCE WILL BE WITHIN | ||||||
| A 30 MILE RADIUS OF THE BASE) |
&CFOR OFFICIAL USE ONLY
&CAttachment 9&RPage &P of &N
Option Year 3
| SOLICITATION NO: FA4460-06-R-0007 | ||||||
| CONTRACT NO: | ||||||
| PRICING SCHEDULE - ATTACHMENT 9 | ||||||
| SUPPLIES OR SERVICE AND PRICES/COSTS | ||||||
| OPTION YEAR 3 | ||||||
| ITEM | SUPPLIES/SERVICES | QTY | UNIT | UNIT PRICE | AMOUNT | |
| 3001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY | |||||
| TO PERFORM ALL ALTERATIONS AS OUTLINES IN | ||||||
| SPECIFICATIONS AND PLANS NKAK 04-1008 | ||||||
| 3001AA | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 8”-12” DIA. TREES | ||||||
| 3001AB | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 14”-24” DIA. TREES | ||||||
| 3001AC | TRANSPLANTING TREES | 5 | EA | $ | $ | |
| ON SITE, UP TO 8" DIA. | ||||||
| 3001AD | SILVERBERRY, 5 GAL. | 30 | EA | $ | $ | |
| (Elaeagnus pungens) | ||||||
| 3001AE | CRAPE-MYRTLE, 5 GAL. | 30 | EA | $ | $ | |
| (Lagerstroemia indica) | ||||||
| 3001AF | JAPANESE BARBERRY, 9"-12" | 30 | EA | $ | $ | |
| (Berberis thunbergi) | ||||||
| 3001AG | MOUNTAIN LAUREL, 15"-18" | 30 | EA | $ | $ | |
| (Kalmia latifolia) | ||||||
| 3001AH | GREEN ASH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Fraxinus pennslyvanica) | ||||||
| 3001AJ | SUGAR MAPLE 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Acer saccharum) | ||||||
| 3001AK | BRADFORD PEAR 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Pyrus calleryana) | ||||||
| 3001AL | RIVER BIRCH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Betula nigra) | ||||||
| 3001AM | WILLOW OAK 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Quercus Phellos) | ||||||
| 3001AN | CLEARING AND GRUBBING | 500 | SY | $ | $ | |
| 3001AP | EXCAVATION | 2000 | CY | $ | $ | |
| 3001AQ | GRADING | 20000 | SY | $ | $ | |
| 3001AR | ROCK EXCAVATION | 100 | CY | $ | $ | |
| 3001AS | FILL MATERIAL | 2000 | CY | $ | $ | |
| 3001AT | COMPACTION OF | 250 | CY | $ | $ | |
| UNCLASSIFIED GOV'T | ||||||
| FURNISHED MATERIAL | ||||||
| 3001AU | RESHAPING R/W SHOULDER | 10 | STA | $ | $ | |
| 3001AV | EDGE DRAINS | 200 | LF | $ | $ | |
| 3001AW | OUTLET DRAIN PIPE - 6" PVC | 100 | LF | $ | $ | |
| 3001AX | 12” RCP | 200 | LF | $ | $ | |
| 3001AY | 15" RCP | 200 | LF | |||
| 3001AZ | 18” RCP | 200 | LF | $ | $ | |
| 3001BA | 24” RCP | 100 | LF | $ | $ | |
| 3001BB | 30” RCP | 100 | LF | $ | $ | |
| 3001BC | 36” RCP | 100 | LF | $ | $ | |
| 3001BD | 48” RCP | 100 | LF | $ | $ | |
| 3001BE | 60” RCP | 50 | LF | $ | $ | |
| 3001BF | 66” RCP | 50 | LF | $ | $ | |
| 3001BG | 11" X 18" RCAP | 100 | LF | $ | $ | |
| 3001BH | 13" X 22" RCAP | 100 | LF | $ | $ | |
| 3001BJ | 18" X 29" RCAP | 100 | LF | $ | $ | |
| 3001BK | 23" X 36" RCAP | 100 | LF | $ | $ | |
| 3001BL | 27" X 44" RCAP | 50 | LF | $ | $ | |
| 3001BM | 54" X 88" RCAP | 50 | LF | $ | $ | |
| 3001BN | 12” FLARED END SECTION | 8 | EA | $ | $ | |
| 3001BP | 15" FLARED END SECTION | 8 | EA | $ | $ | |
| 3001BQ | 18” FLARED END SECTION | 8 | EA | $ | $ | |
| 3001BR | 24” FLARED END SECTION | 6 | EA | $ | $ | |
| 3001BS | 30” FLARED END SECTION | 6 | EA | $ | $ | |
| 3001BT | 36” FLARED END SECTION | 4 | EA | $ | $ | |
| 3001BU | 48” FLARED END SECTION | 2 | EA | $ | $ | |
| 3001BV | 60” FLARED END SECTION | 2 | EA | $ | $ | |
| 3001BW | 66” FLARED END SECTION | 2 | EA | $ | $ | |
| 3001BX | 11" X 18" FLARED END SECTION | 4 | EA | $ | $ | |
| 3001BY | 13" X 22" FLARED END SECTION | 4 | EA | $ | $ | |
| 3001BZ | 18" X 29" FLARED END SECTION | 2 | EA | $ | $ | |
| 3001CA | 23" X 36" FLARED END SECTION | 2 | EA | $ | $ | |
| 3001CB | 27" X 44" FLARED END SECTION | 2 | EA | $ | $ | |
| 3001CC | 54" X 88" FLARED END SECTION | 2 | EA | $ | $ | |
| 3001CD | CONCRETE FLUME | 400 | SF | $ | $ | |
| 3001CE | CURB INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 3001CF | GRATE INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 3001CG | CONSTRUCT MANHOLE | 2 | EA | $ | $ | |
| (0’-6’ DEPTH) | ||||||
| 3001CH | ADJUST EXISTING GRATE | 2 | EA | $ | $ | |
| INLET 0’-2’ | ||||||
| 3001CJ | ADJUST EXISTING MAN- | 6 | EA | $ | $ | |
| HOLE 0’-2’ | ||||||
| 3001CK | TIE INTO EXISTING DRAIN- | 5 | EA | $ | $ | |
| AGE STRUCTURE | ||||||
| 3001CL | REMOVE/REPLACE CURB | 8 | EA | $ | $ | |
| INLET TOP | ||||||
| 3001CM | REMOVE/REINSTALL | 250 | LF | $ | $ | |
| CHAIN LINK FENCE | ||||||
| 3001CN | INSTALL NEW CHAIN LINK FENCE | 150 | LF | $ | $ | |
| 3001CP | SODDING | 6000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 3001CQ | HYDROSEEDING | 2000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 3001CR | REPAIR UTILITY TRENCH | 100 | SY | $ | $ | |
| 3001CS | REPAIR TRAFFIC DETECTION | 400 | LF | $ | $ | |
| LOOP | ||||||
| 3001CT | ASPHALT REMOVAL/REPAIR | 1500 | SY | $ | $ | |
| 3001CU | ASPHALT REMOVAL | 1000 | SY | $ | $ | |
| 3001CV | RECOMPACT EXISTING | 1000 | SY | $ | $ | |
| BASE COURSE | ||||||
| 3001CW | REMOVE & DISPOSE OF | 1000 | SY | $ | $ | |
| TOTAL DEPTH ASPHALT SECTION | ||||||
| 3001CX | ASPHALT COLD MILLING, UP TO 4" | 5000 | SY | $ | $ | |
| (LESS THAN 10000 SY PER D.O.) | ||||||
| 3001CY | ASPHALT COLD MILLING, UP TO 4" | 12000 | SY | $ | $ | |
| (GREATER THAN 10000 SY PER D.O.) | ||||||
| 3001CZ | AGGREGATE BASE COURSE | 2000 | TON | $ | $ | |
| 3001DA | BITUMINOUS PRIME | 2400 | GAL | $ | $ | |
| AND TACK COAT | ||||||
| 3001DB | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DC | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DD | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DE | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DF | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DG | ASPHALT HOT MIX | 1250 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DH | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DJ | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DK | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DL | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 3001DM | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DN | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DP | ASPHALT HOT MIX | 1250 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DQ | ASPHALT HOT MIX | 500 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 3001DR | ASPHALT PAVING FABRIC | 200 | SY | $ | $ | |
| 3001DS | COAL TAR EMULSION | 3000 | GAL | $ | $ | |
| SEALER | ||||||
| 3001DT | RECYCLED ASPHALT PAVING | 3000 | SY | $ | $ | |
| 3001DU | TRAFFIC MARKING PAINT | 5000 | SF | $ | $ | |
| 3001DV | CURB & GUTTER | 250 | LF | $ | $ | |
| REMOVE AND REPLACE | ||||||
| 3001DW | NEW CURB & GUTTER | 3000 | LF | $ | $ | |
| 3001DX | 4” SIDEWALK | 3000 | SF | $ | $ | |
| 3001DY | 6” UNREINFORCED | 2000 | SF | $ | $ | |
| CONCRETE SLAB | ||||||
| 3001DZ | CAST IN PLACE | 100 | SF | $ | $ | |
| CONCRETE STEPS | ||||||
| 3001EA | HANDRAILS | 40 | LF | $ | $ | |
| 3001EB | TRAFFIC SIGNS | 4 | EA | $ | $ | |
| 3001EC | CONSTRUCTION SIGN | 5 | EA | $ | $ | |
| 3001ED | RAISE/LOWER VALVES TO | 5 | EA | $ | $ | |
| FINISHED GRADE | ||||||
| 3001EE | RELOCATE METER/HYDRANT | 2 | EA | $ | $ | |
| 3001EF | LOWER UTILITY LINES | 50 | LF | $ | $ | |
| 3001EG | DEMOLITION OF WOOD OR METAL | 10 | EA | $ | $ | |
| POLE WITH LIGHT FIXTURES. | ||||||
| 3001EH | DEMOLITION OF AERIAL SERVICE | 3 | EA | $ | $ | |
| CABLE PER SPAN. | ||||||
| 3001EJ | REINSTALL OR ROTATE EXISTING | 2 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON EXISTING CONCRETE BASE | ||||||
| 3001EK | REINSTALL EXISTING OR | 3 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON NEW CONCRETE BASE, | ||||||
| 2#8 WITH GROUND CONDUCTORS FROM | ||||||
| LIGHT TO BASE AND GROUND ROD. | ||||||
| 3001EL | AREA LIGHT ASSEMBLY: 150-400 | 3 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (1 TO 4 LIGHT POLES PER D.O) | ||||||
| 3001EM | AREA LIGHT ASSEMBLY: 150-400 | 6 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (5 OR MORE LIGHT POLES PER D.O.) | ||||||
| 3001EN | ADDITIONAL 150-400 WATT HID | 4 | EA | $ | $ | |
| FIXTURE INSTALLED WITH A NEW | ||||||
| AREA LIGHT ASSEMBLY | ||||||
| 3001EP | UNDERGROUND FEEDER ASSEMBLY: | 1750 | LF | $ | $ | |
| 1" RIGID GALVINIZED STEEL CONDUIT, | ||||||
| 2#8 WITH GROUND CONDUCTORS 24" BELOW | ||||||
| GRADE INCLUDING UTILITY TRENCH | ||||||
| AND BACKFILL | ||||||
| 3001EQ | AERIAL FEEDER LIGHT CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 3001ER | #8 TRIPLEX | 5 | CLF | $ | $ | |
| 3001ES | BUILDING FEEDER LIGHTING CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 3001ET | INTERIOR FEEDER ASSEMBLY: 1" | 200 | LF | $ | $ | |
| EMT AND 2#8 WITH GROUND CONDUCTORS | ||||||
| INSIDE BUILDING INCLUDING REMOVING | ||||||
| AND REINSTALLING CEILING TILES | ||||||
| 3001EU | ADDITIONAL #8 IN FEEDER CONDUIT | 20 | CLF | $ | $ | |
| INSTALLED UNDER DIFFERENT LINE | ||||||
| ITEM. | ||||||
| 3001EV | EMPTY 1" RIGID GALVINIZED STEEL | 100 | LF | $ | $ | |
| CONDUIT, 24" BELOW GRADE INCLUDING | ||||||
| UTILITY TRENCH AND BACKFILL | ||||||
| 3001EW | TYPE "A" FIXED BOLLARD | 12 | EA | $ | $ | |
| 3001EX | TYPE "B" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 3001EY | TYPE "C" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 3001EZ | TYPE "D" REMOVABLE BOLLARD | 6 | EA | $ | $ | |
| 3001FA | W-SECTION STEEL BOLLARD ONLY | 4 | EA | $ | $ | |
| FROM TYPE "D" REMOVABLE BOLLARD | ||||||
| 3001FB | CONCRETE | 50 | CY | $ | $ | |
| 3001FC | REINFORCEMENT | 3000 | LB | $ | $ | |
| 3001FD | FORMWORK | 500 | SF | $ | $ | |
| 3001FE | MAINTAIN VEHICULAR TRAFFIC | 10 | STA | $ | $ | |
| (INCLUDES STREET CLOSURES, | ||||||
| FLAGMEN & BARRICADES) | ||||||
| 3001FF | ADEQ NOTICE OF INTENT | 2 | EA | $ | $ | |
| PERMIT FEE | ||||||
| 3001FG | STORMWATER POLLUTION | 5 | EA | $ | $ | |
| PREVENTION PLAN | ||||||
| 3001FH | EROSION CONTROL PLAN | 5 | EA | $ | $ | |
| 3001FJ | SILT FENCE BARRIER | 6000 | LF | $ | $ | |
| 3001FK | STRAW BALE BARRIER | 3000 | LF | $ | $ | |
| 3001FL | COARSE ROCK DITCH CHECK | 10 | CY | $ | $ | |
| 3001FM | GRAVEL STORM INLET FILTER | 5 | EA | $ | $ | |
| 3001FN | CURB INLET GRAVEL FILTER | 5 | EA | $ | $ | |
| 3001FP | BACKFILL COMPACTION TEST | 20 | EA | $ | $ | |
| 3001FQ | CONCRETE CYLINDER | 24 | EA | $ | $ | |
| COMPRESSIVE STRENGTH TEST | ||||||
| 3001FR | BRICK | 2000 | SF | $ | $ | |
| 3001FS | CAST STONE | 125 | SF | $ | $ | |
| 3001FT | 3/4" GALVANIZED STEEL CABLE | 500 | LF | $ | $ | |
| (INCLUDES POSTS, TURNBUCKLES, | ||||||
| U-BOLTS, CLAMPS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 3001FU | STEEL PLATE CABLE SUPPORT | 22 | EA | $ | $ | |
| 3001FV | METAL SCREEN WALL | 200 | LF | $ | $ | |
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 3001FW | REMOVE/REINSTALL | 50 | LF | $ | $ | |
| METAL ENCLOSURE | ||||||
| 3001FX | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR METAL ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 3001FY | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR BRICK ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001AA THROUGH 0001FY | $ | |||||
| 3001FZ | GEOGRAPHIC COST ESCALATION | LS | % | |||
| TO BE APPLIED TO ALL LINE ITEMS | ||||||
| USED IN A DELIVERY ORDER WHERE | ||||||
| THE WORK OCCURS OUTSIDE OF LRAFB | ||||||
| (MAXIMUM DISTANCE WILL BE WITHIN | ||||||
| A 30 MILE RADIUS OF THE BASE) |
&CFOR OFFICIAL USE ONLY
&CAttachment 9&RPage &P of &N
Option Year 4
| SOLICITATION NO: FA4460-06-R-0007 | ||||||
| CONTRACT NO: | ||||||
| PRICING SCHEDULE - ATTACHMENT 9 | ||||||
| SUPPLIES OR SERVICE AND PRICES/COSTS | ||||||
| OPTION YEAR 4 | ||||||
| ITEM | SUPPLIES/SERVICES | QTY | UNIT | UNIT PRICE | AMOUNT | |
| 4001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY | |||||
| TO PERFORM ALL ALTERATIONS AS OUTLINES IN | ||||||
| SPECIFICATIONS AND PLANS NKAK 04-1008 | ||||||
| 4001AA | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 8”-12” DIA. TREES | ||||||
| 4001AB | SELECTIVE CUTTING | 5 | EA | $ | $ | |
| 14”-24” DIA. TREES | ||||||
| 4001AC | TRANSPLANTING TREES | 5 | EA | $ | $ | |
| ON SITE, UP TO 8" DIA. | ||||||
| 4001AD | SILVERBERRY, 5 GAL. | 30 | EA | $ | $ | |
| (Elaeagnus pungens) | ||||||
| 4001AE | CRAPE-MYRTLE, 5 GAL. | 30 | EA | $ | $ | |
| (Lagerstroemia indica) | ||||||
| 4001AF | JAPANESE BARBERRY, 9"-12" | 30 | EA | $ | $ | |
| (Berberis thunbergi) | ||||||
| 4001AG | MOUNTAIN LAUREL, 15"-18" | 30 | EA | $ | $ | |
| (Kalmia latifolia) | ||||||
| 4001AH | GREEN ASH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Fraxinus pennslyvanica) | ||||||
| 4001AJ | SUGAR MAPLE 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Acer saccharum) | ||||||
| 4001AK | BRADFORD PEAR 8' TALL, 1 1/2" CLPR | 10 | EA | $ | $ | |
| (Pyrus calleryana) | ||||||
| 4001AL | RIVER BIRCH 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Betula nigra) | ||||||
| 4001AM | WILLOW OAK 8' TALL, 1 1/2" CALIPER | 10 | EA | $ | $ | |
| (Quercus Phellos) | ||||||
| 4001AN | CLEARING AND GRUBBING | 500 | SY | $ | $ | |
| 4001AP | EXCAVATION | 2000 | CY | $ | $ | |
| 4001AQ | GRADING | 20000 | SY | $ | $ | |
| 4001AR | ROCK EXCAVATION | 100 | CY | $ | $ | |
| 4001AS | FILL MATERIAL | 2000 | CY | $ | $ | |
| 4001AT | COMPACTION OF | 250 | CY | $ | $ | |
| UNCLASSIFIED GOV'T | ||||||
| FURNISHED MATERIAL | ||||||
| 4001AU | RESHAPING R/W SHOULDER | 10 | STA | $ | $ | |
| 4001AV | EDGE DRAINS | 200 | LF | $ | $ | |
| 4001AW | OUTLET DRAIN PIPE - 6" PVC | 100 | LF | $ | $ | |
| 4001AX | 12” RCP | 200 | LF | $ | $ | |
| 4001AY | 15" RCP | 200 | LF | |||
| 4001AZ | 18” RCP | 200 | LF | $ | $ | |
| 4001BA | 24” RCP | 100 | LF | $ | $ | |
| 4001BB | 30” RCP | 100 | LF | $ | $ | |
| 4001BC | 36” RCP | 100 | LF | $ | $ | |
| 4001BD | 48” RCP | 100 | LF | $ | $ | |
| 4001BE | 60” RCP | 50 | LF | $ | $ | |
| 4001BF | 66” RCP | 50 | LF | $ | $ | |
| 4001BG | 11" X 18" RCAP | 100 | LF | $ | $ | |
| 4001BH | 13" X 22" RCAP | 100 | LF | $ | $ | |
| 4001BJ | 18" X 29" RCAP | 100 | LF | $ | $ | |
| 4001BK | 23" X 36" RCAP | 100 | LF | $ | $ | |
| 4001BL | 27" X 44" RCAP | 50 | LF | $ | $ | |
| 4001BM | 54" X 88" RCAP | 50 | LF | $ | $ | |
| 4001BN | 12” FLARED END SECTION | 8 | EA | $ | $ | |
| 4001BP | 15" FLARED END SECTION | 8 | EA | $ | $ | |
| 4001BQ | 18” FLARED END SECTION | 8 | EA | $ | $ | |
| 4001BR | 24” FLARED END SECTION | 6 | EA | $ | $ | |
| 4001BS | 30” FLARED END SECTION | 6 | EA | $ | $ | |
| 4001BT | 36” FLARED END SECTION | 4 | EA | $ | $ | |
| 4001BU | 48” FLARED END SECTION | 2 | EA | $ | $ | |
| 4001BV | 60” FLARED END SECTION | 2 | EA | $ | $ | |
| 4001BW | 66” FLARED END SECTION | 2 | EA | $ | $ | |
| 4001BX | 11" X 18" FLARED END SECTION | 4 | EA | $ | $ | |
| 4001BY | 13" X 22" FLARED END SECTION | 4 | EA | $ | $ | |
| 4001BZ | 18" X 29" FLARED END SECTION | 2 | EA | $ | $ | |
| 4001CA | 23" X 36" FLARED END SECTION | 2 | EA | $ | $ | |
| 4001CB | 27" X 44" FLARED END SECTION | 2 | EA | $ | $ | |
| 4001CC | 54" X 88" FLARED END SECTION | 2 | EA | $ | $ | |
| 4001CD | CONCRETE FLUME | 400 | SF | $ | $ | |
| 4001CE | CURB INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 4001CF | GRATE INLET (0’-6’ DEPTH) | 4 | EA | $ | $ | |
| 4001CG | CONSTRUCT MANHOLE | 2 | EA | $ | $ | |
| (0’-6’ DEPTH) | ||||||
| 4001CH | ADJUST EXISTING GRATE | 2 | EA | $ | $ | |
| INLET 0’-2’ | ||||||
| 4001CJ | ADJUST EXISTING MAN- | 6 | EA | $ | $ | |
| HOLE 0’-2’ | ||||||
| 4001CK | TIE INTO EXISTING DRAIN- | 5 | EA | $ | $ | |
| AGE STRUCTURE | ||||||
| 4001CL | REMOVE/REPLACE CURB | 8 | EA | $ | $ | |
| INLET TOP | ||||||
| 4001CM | REMOVE/REINSTALL | 250 | LF | $ | $ | |
| CHAIN LINK FENCE | ||||||
| 4001CN | INSTALL NEW CHAIN LINK FENCE | 150 | LF | $ | $ | |
| 4001CP | SODDING | 6000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 4001CQ | HYDROSEEDING | 2000 | SY | $ | $ | |
| (INCLUDES SOIL PREPARATION) | ||||||
| 4001CR | REPAIR UTILITY TRENCH | 100 | SY | $ | $ | |
| 4001CS | REPAIR TRAFFIC DETECTION | 400 | LF | $ | $ | |
| LOOP | ||||||
| 4001CT | ASPHALT REMOVAL/REPAIR | 1500 | SY | $ | $ | |
| 4001CU | ASPHALT REMOVAL | 1000 | SY | $ | $ | |
| 4001CV | RECOMPACT EXISTING | 1000 | SY | $ | $ | |
| BASE COURSE | ||||||
| 4001CW | REMOVE & DISPOSE OF | 1000 | SY | $ | $ | |
| TOTAL DEPTH ASPHALT SECTION | ||||||
| 4001CX | ASPHALT COLD MILLING, UP TO 4" | 5000 | SY | $ | $ | |
| (LESS THAN 10000 SY PER D.O.) | ||||||
| 4001CY | ASPHALT COLD MILLING, UP TO 4" | 10500 | SY | $ | $ | |
| (GREATER THAN 10000 SY PER D.O.) | ||||||
| 4001CZ | AGGREGATE BASE COURSE | 2000 | TON | $ | $ | |
| 4001DA | BITUMINOUS PRIME | 2100 | GAL | $ | $ | |
| AND TACK COAT | ||||||
| 4001DB | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DC | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DD | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DE | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| STABILIZED BASE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DF | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DG | ASPHALT HOT MIX | 1100 | TON | $ | $ | |
| SURFACE COURSE (TYPE 2) | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DH | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DJ | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DK | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DL | ASPHALT HOT MIX | 100 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (LESS THAN 200 TONS PER D.O.) | ||||||
| 4001DM | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BASE COURSE (1 1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DN | ASPHALT HOT MIX | 300 | TON | $ | $ | |
| BINDER COURSE (1") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DP | ASPHALT HOT MIX | 1100 | TON | $ | $ | |
| SURFACE COURSE (1/2") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DQ | ASPHALT HOT MIX | 425 | TON | $ | $ | |
| SURFACE COURSE (3/8") | ||||||
| (GREATER THAN 200 TONS PER D.O.) | ||||||
| 4001DR | ASPHALT PAVING FABRIC | 200 | SY | $ | $ | |
| 4001DS | COAL TAR EMULSION | 2625 | GAL | $ | $ | |
| SEALER | ||||||
| 4001DT | RECYCLED ASPHALT PAVING | 3000 | SY | $ | $ | |
| 4001DU | TRAFFIC MARKING PAINT | 5000 | SF | $ | $ | |
| 4001DV | CURB & GUTTER | 250 | LF | $ | $ | |
| REMOVE AND REPLACE | ||||||
| 4001DW | NEW CURB & GUTTER | 3000 | LF | $ | $ | |
| 4001DX | 4” SIDEWALK | 3000 | SF | $ | $ | |
| 4001DY | 6” UNREINFORCED | 2000 | SF | $ | $ | |
| CONCRETE SLAB | ||||||
| 4001DZ | CAST IN PLACE | 100 | SF | $ | $ | |
| CONCRETE STEPS | ||||||
| 4001EA | HANDRAILS | 40 | LF | $ | $ | |
| 4001EB | TRAFFIC SIGNS | 4 | EA | $ | $ | |
| 4001EC | CONSTRUCTION SIGN | 5 | EA | $ | $ | |
| 4001ED | RAISE/LOWER VALVES TO | 5 | EA | $ | $ | |
| FINISHED GRADE | ||||||
| 4001EE | RELOCATE METER/HYDRANT | 2 | EA | $ | $ | |
| 4001EF | LOWER UTILITY LINES | 50 | LF | $ | $ | |
| 4001EG | DEMOLITION OF WOOD OR METAL | 10 | EA | $ | $ | |
| POLE WITH LIGHT FIXTURES. | ||||||
| 4001EH | DEMOLITION OF AERIAL SERVICE | 3 | EA | $ | $ | |
| CABLE PER SPAN. | ||||||
| 4001EJ | REINSTALL OR ROTATE EXISTING | 2 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON EXISTING CONCRETE BASE | ||||||
| 4001EK | REINSTALL EXISTING OR | 3 | EA | $ | $ | |
| GOVERNMENT FURNISHED POLE AND | ||||||
| FIXTURE ON NEW CONCRETE BASE, | ||||||
| 2#8 WITH GROUND CONDUCTORS FROM | ||||||
| LIGHT TO BASE AND GROUND ROD. | ||||||
| 4001EL | AREA LIGHT ASSEMBLY: 150-400 | 3 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (1 TO 4 LIGHT POLES PER D.O) | ||||||
| 4001EM | AREA LIGHT ASSEMBLY: 150-400 | 6 | EA | $ | $ | |
| WATT HID FIXTURE ON 30 FOOT | ||||||
| SQUARE POLE WITH CONCRETE | ||||||
| BASE, 2#8 WITH GROUND CONDUCTORS | ||||||
| FROM LIGHT TO BASE AND GROUND ROD. | ||||||
| (5 OR MORE LIGHT POLES PER D.O.) | ||||||
| 4001EN | ADDITIONAL 150-400 WATT HID | 4 | EA | $ | $ | |
| FIXTURE INSTALLED WITH A NEW | ||||||
| AREA LIGHT ASSEMBLY | ||||||
| 4001EP | UNDERGROUND FEEDER ASSEMBLY: | 1750 | LF | $ | $ | |
| 1" RIGID GALVINIZED STEEL CONDUIT, | ||||||
| 2#8 WITH GROUND CONDUCTORS 24" BELOW | ||||||
| GRADE INCLUDING UTILITY TRENCH | ||||||
| AND BACKFILL | ||||||
| 4001EQ | AERIAL FEEDER LIGHT CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 4001ER | #8 TRIPLEX | 5 | CLF | $ | $ | |
| 4001ES | BUILDING FEEDER LIGHTING CONTROL | 4 | EA | $ | $ | |
| 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 | ||||||
| 4001ET | INTERIOR FEEDER ASSEMBLY: 1" | 200 | LF | $ | $ | |
| EMT AND 2#8 WITH GROUND CONDUCTORS | ||||||
| INSIDE BUILDING INCLUDING REMOVING | ||||||
| AND REINSTALLING CEILING TILES | ||||||
| 4001EU | ADDITIONAL #8 IN FEEDER CONDUIT | 20 | CLF | $ | $ | |
| INSTALLED UNDER DIFFERENT LINE | ||||||
| ITEM. | ||||||
| 4001EV | EMPTY 1" RIGID GALVINIZED STEEL | 100 | LF | $ | $ | |
| CONDUIT, 24" BELOW GRADE INCLUDING | ||||||
| UTILITY TRENCH AND BACKFILL | ||||||
| 4001EW | TYPE "A" FIXED BOLLARD | 12 | EA | $ | $ | |
| 4001EX | TYPE "B" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 4001EY | TYPE "C" LIGHTED BOLLARD | 4 | EA | $ | $ | |
| (INCLUDES CONDUIT) | ||||||
| 4001EZ | TYPE "D" REMOVABLE BOLLARD | 6 | EA | $ | $ | |
| 4001FA | W-SECTION STEEL BOLLARD ONLY | 4 | EA | $ | $ | |
| FROM TYPE "D" REMOVABLE BOLLARD | ||||||
| 4001FB | CONCRETE | 50 | CY | $ | $ | |
| 4001FC | REINFORCEMENT | 3000 | LB | $ | $ | |
| 4001FD | FORMWORK | 500 | SF | $ | $ | |
| 4001FE | MAINTAIN VEHICULAR TRAFFIC | 10 | STA | $ | $ | |
| (INCLUDES STREET CLOSURES, | ||||||
| FLAGMEN & BARRICADES) | ||||||
| 4001FF | ADEQ NOTICE OF INTENT | 2 | EA | $ | $ | |
| PERMIT FEE | ||||||
| 4001FG | STORMWATER POLLUTION | 5 | EA | $ | $ | |
| PREVENTION PLAN | ||||||
| 4001FH | EROSION CONTROL PLAN | 5 | EA | $ | $ | |
| 4001FJ | SILT FENCE BARRIER | 6000 | LF | $ | $ | |
| 4001FK | STRAW BALE BARRIER | 3000 | LF | $ | $ | |
| 4001FL | COARSE ROCK DITCH CHECK | 10 | CY | $ | $ | |
| 4001FM | GRAVEL STORM INLET FILTER | 5 | EA | $ | $ | |
| 4001FN | CURB INLET GRAVEL FILTER | 5 | EA | $ | $ | |
| 4001FP | BACKFILL COMPACTION TEST | 20 | EA | $ | $ | |
| 4001FQ | CONCRETE CYLINDER | 24 | EA | $ | $ | |
| COMPRESSIVE STRENGTH TEST | ||||||
| 4001FR | BRICK | 2000 | SF | $ | $ | |
| 4001FS | CAST STONE | 125 | SF | $ | $ | |
| 4001FT | 3/4" GALVANIZED STEEL CABLE | 500 | LF | $ | $ | |
| (INCLUDES POSTS, TURNBUCKLES, | ||||||
| U-BOLTS, CLAMPS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 4001FU | STEEL PLATE CABLE SUPPORT | 22 | EA | $ | $ | |
| 4001FV | METAL SCREEN WALL | 200 | LF | $ | $ | |
| (INCLUDES POSTS AND ALL | ||||||
| NECESSARY HARDWARE) | ||||||
| 4001FW | REMOVE/REINSTALL | 50 | LF | $ | $ | |
| METAL ENCLOSURE | ||||||
| 4001FX | 10' WIDE X 8' HIGH GATE | 4 | EA | $ | $ | |
| FOR METAL ENCLOSURE | ||||||
| (INCLUDES POSTS AND ALL |
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 .