|
ContID 261113 EST NO 0001 |
Date:05/20/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261113 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LEXINGTON (07300) Mcdowell, Preston J. | ||||||
| Contractor | THE ALLEN COMPANY INC | MARS ADDR SN 0 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 04/07/2026 TO 05/13/2026 | ||||||
| Date Approved | 05/19/2026 | ||||||
| Primary Proj Number | DE057198025D1 | ||||||
| Project No. | FD06 057 1980 000-004 | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | BRANNON ROAD (KY 1980) | ||||||
| Description | BRANNON ROAD (KY 1980) | ||||||
| Date Let | 03/26/2026 | Formal Acceptance | |||||
| Date Awarded | 03/31/2026 | Date Work Began | 05/06/2026 | ||||
| Date Contract Executed | 04/07/2026 | Open To Traffic | |||||
| Date NTP Issued | 04/07/2026 | Actual Completion Date | |||||
| Current Contract Amount | $28,532,685.64 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $28,532,685.64 |
Total Earnings | $657,677.00 |
$0.00 |
$657,677.00 |
|
| Percent Complete | 2.31 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $27,875,008.64 |
Gross Earnings | $657,677.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $657,677.00 |
$0.00 |
657,677.00 |
|||
| Contract Id | 261113 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0001 | Project Number | FD06 057 1980 000-004 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 04/07/2026 TO 05/13/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 261113 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE057198025D1 | ||||||
| Estimate Nbr | 0001 | Period | 04/07/2026 TO 05/13/2026 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 62,006.00 | 62,006.000 | 0.000 | 0.000 | 32.65 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 146.00 | 146.000 | 0.000 | 0.000 | 32.65 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 184.00 | 184.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,497.00 | 1,497.000 | 0.000 | 0.000 | 114.25 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 32,024.00 | 32,024.000 | 0.000 | 0.000 | 92.75 | 0.00 | |||
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,957.00 | 2,957.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0040 | ASPHALT PRIME COAT | 00296 | TON | 98.60 | 98.600 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,066.00 | 4,066.000 | 0.000 | 0.000 | 114.25 | 0.00 | |||
| 0050 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 6,250.00 | 6,250.000 | 0.000 | 0.000 | 118.75 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 82.60 | 82.600 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0060 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 1,266.00 | 1,266.000 | 0.000 | 0.000 | 50.20 | 0.00 | |||
| 0065 | JPC PAVEMENT-8 IN | 02084 | SQYD | 498.00 | 498.000 | 0.000 | 0.000 | 143.17 | 0.00 | |||
| 0070 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 3,442.00 | 3,442.000 | 0.000 | 0.000 | 111.84 | 0.00 | |||
| 0075 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 152.00 | 152.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0085 | SAND FOR BLOTTER | 02702 | TON | 293.00 | 293.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0090 | JOINT ADHESIVE | 20071EC | LF | 3,225.00 | 3,225.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0002 ROADWAY | |||||||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 94,230.00 | 94,230.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 1,006.00 | 1,006.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0105 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 14,429.00 | 14,429.000 | 0.000 | 0.000 | 8.20 | 0.00 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 690.00 | 690.000 | 0.000 | 0.000 | 18.26 | 0.00 | |||
| 0115 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0125 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0135 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0140 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0145 | STANDARD CURB AND GUTTER | 01810 | LF | 16,133.00 | 16,133.000 | 0.000 | 0.000 | 29.24 | 0.00 | |||
| 0150 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 241.00 | 241.000 | 0.000 | 0.000 | 29.93 | 0.00 | |||
| 0155 | LIP CURB AND GUTTER MOD | 01821 | LF | 1,104.00 | 1,104.000 | 0.000 | 0.000 | 22.81 | 0.00 | |||
| 0160 | ISLAND CURB AND GUTTER | 01825 | LF | 419.00 | 419.000 | 0.000 | 0.000 | 48.24 | 0.00 | |||
| 0165 | STANDARD INTEGRAL CURB | 01830 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 23.99 | 0.00 | |||
| 0170 | STANDARD HEADER CURB | 01875 | LF | 612.50 | 612.500 | 0.000 | 0.000 | 45.76 | 0.00 | |||
| 0175 | CONC TERMINAL SECTION TYPE 1 | 01956 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,773.88 | 0.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 14.27 | 0.00 | |||
| 0185 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0190 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,602.86 | 0.00 | |||
| 0195 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0200 | REMOVE PAVEMENT | 02091 | SQYD | 5,077.00 | 5,077.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0205 | PAVED DITCH TYPE 1 | 02157 | SQYD | 8.00 | 8.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0210 | TEMP DITCH | 02159 | LF | 10,523.00 | 10,523.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0215 | CLEAN TEMP DITCH | 02160 | LF | 5,261.00 | 5,261.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,444.00 | 7,444.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0225 | EMBANKMENT IN PLACE | 02230 | CUYD | 243,992.00 | 243,992.000 | 0.000 | 0.000 | 14.85 | 0.00 | |||
| 0230 | WATER | 02242 | MGAL | 791.00 | 791.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,260.00 | 5,260.000 | 0.000 | 0.000 | 31.91 | 0.00 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 87.06 | 0.00 | |||
| 0245 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,409.24 | 0.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 2M | 02370 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,915.33 | 0.00 | |||
| 0255 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,727.28 | 0.00 | |||
| 0260 | TEMP GUARDRAIL | 02397 | LF | 387.50 | 387.500 | 0.000 | 0.000 | 17.83 | 0.00 | |||
| 0265 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 660.00 | 660.000 | 0.000 | 0.000 | 14.54 | 0.00 | |||
| 0270 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0275 | WITNESS POST | 02432 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0280 | CHANNEL LINING CLASS II | 02483 | TON | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 48.75 | 0.00 | |||
| 0285 | CHANNEL LINING CLASS III | 02484 | TON | 5,628.00 | 5,628.000 | 0.000 | 0.000 | 51.75 | 0.00 | |||
| 0290 | CLEARING AND GRUBBING 76.35 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | |||
| 0295 | CONCRETE-CLASS B | 02555 | CUYD | 271.00 | 271.000 | 0.000 | 0.000 | 798.72 | 0.00 | |||
| 0300 | TEMPORARY SIGNS | 02562 | SQFT | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 14.75 | 0.00 | |||
| 0305 | EDGE KEY | 02585 | LF | 1,287.00 | 1,287.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 0310 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 119,997.00 | 119,997.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0315 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 33,789.00 | 33,789.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0320 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 42,820.00 | 42,820.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0325 | FABRIC-GEOTEXTILE CLASS 4A | 02608 | SQYD | 131,152.00 | 131,152.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0330 | HANDRAIL-TYPE A-1 | 02611 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
| 0335 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.00 | 0.00 | |||
| 0340 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0345 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,750.00 | 0.00 | |||
| 0350 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,250.00 | 0.00 | |||
| 0355 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0360 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0365 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0370 | SAFELOADING | 02690 | CUYD | 85.50 | 85.500 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 0375 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,920.00 | 0.00 | |||
| 0380 | EDGELINE RUMBLE STRIPS | 02697 | LF | 20,567.00 | 20,567.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0385 | TEMP SILT FENCE | 02701 | LF | 10,523.00 | 10,523.000 | 2,580.000 | 0.000 | 2,580.000 | 2.90 | 7,482.00 | 7,482.00 | |
| 0390 | SILT TRAP TYPE A | 02703 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0395 | SILT TRAP TYPE B | 02704 | EACH | 76.00 | 76.000 | 1.000 | 0.000 | 1.000 | 195.00 | 195.00 | 195.00 | |
| 0400 | SILT TRAP TYPE C | 02705 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0405 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 152.00 | 152.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0410 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 152.00 | 152.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0415 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 152.00 | 152.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0420 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,015.00 | 1,015.000 | 0.000 | 0.000 | 67.36 | 0.00 | |||
| 0425 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0430 | REMOVE STRUCTURE 6'x3' RCBC | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0435 | REMOVE STRUCTURE CMP ARCH | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0440 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 3,225.00 | 3,225.000 | 0.000 | 0.000 | 33.50 | 0.00 | |||
| 0445 | STEEL PIPE-2 1/2 IN | 03340 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0450 | STEEL PIPE-4 IN | 03343 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0455 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 510.20 | 0.00 | |||
| 0460 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,858.00 | 7,858.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0465 | TEMP MULCH | 05952 | SQYD | 247,588.00 | 247,588.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0470 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 184,767.00 | 184,767.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0475 | INITIAL FERTILIZER | 05963 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0480 | MAINTENANCE FERTILIZER | 05964 | TON | 19.10 | 19.100 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0485 | SEEDING AND PROTECTION | 05985 | SQYD | 369,534.00 | 369,534.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0490 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 71,150.00 | 71,150.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0495 | SODDING | 05990 | SQYD | 8,922.00 | 8,922.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0500 | AGRICULTURAL LIMESTONE | 05992 | TON | 229.10 | 229.100 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0505 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 81.00 | 81.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0510 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 160,000.00 | 160,000.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0515 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0520 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,870.00 | 4,870.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0525 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 38,790.00 | 38,790.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0530 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 39,526.00 | 39,526.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0535 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 94.00 | 94.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0540 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0545 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 366.00 | 366.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0550 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 458.00 | 458.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0555 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 2,412.00 | 2,412.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0560 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 541.00 | 541.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0565 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0570 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0575 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 133.00 | 133.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0580 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0585 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0590 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 141.00 | 141.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0595 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 741.00 | 741.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0600 | CRASH CUSHION TY 6 CLASS T TL2 | 08911 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,887.67 | 0.00 | |||
| 0605 | FUEL ADJUSTMENT | 10020NS | DOLL | 171,122.00 | 171,122.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0610 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 183,740.00 | 183,740.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0615 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 33.34 | 0.00 | |||
| 0620 | SAWCUT PAVEMENT | 20550ND | LF | 263.00 | 263.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0625 | ROLLED CURB AND GUTTER | 20914ED | LF | 336.00 | 336.000 | 0.000 | 0.000 | 25.29 | 0.00 | |||
| 0630 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,225.00 | 3,225.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0635 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 66.00 | 66.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0640 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 771.00 | 771.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0645 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 21,053.00 | 21,053.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0650 | STAMPED CONCRETE | 23379EC | SQYD | 178.00 | 178.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0655 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 240.00 | 240.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0660 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 110.00 | 110.000 | 0.000 | 0.000 | 56.50 | 0.00 | |||
| 0665 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0670 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 432,000.00 | 0.00 | |||
| 0675 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 82.00 | 82.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0680 | PIPELINE INSPECTION | 24814EC | LF | 6,916.00 | 6,916.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0685 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0690 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,550.00 | 0.00 | |||
| 0695 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0700 | ROADWAY GATE | 30005 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,350.00 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0003 DRAINAGE | |||||||
| 0705 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,317.00 | 1,317.000 | 0.000 | 0.000 | 50.75 | 0.00 | |||
| 0710 | ENTRANCE PIPE-18 IN | 00441 | LF | 697.00 | 697.000 | 0.000 | 0.000 | 62.60 | 0.00 | |||
| 0715 | ENTRANCE PIPE-24 IN | 00443 | LF | 97.00 | 97.000 | 0.000 | 0.000 | 75.01 | 0.00 | |||
| 0720 | CULVERT PIPE-15 IN | 00461 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 56.85 | 0.00 | |||
| 0725 | CULVERT PIPE-18 IN | 00462 | LF | 318.00 | 318.000 | 0.000 | 0.000 | 80.50 | 0.00 | |||
| 0730 | CULVERT PIPE-24 IN | 00464 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 79.30 | 0.00 | |||
| 0735 | CULVERT PIPE-30 IN | 00466 | LF | 85.00 | 85.000 | 0.000 | 0.000 | 141.58 | 0.00 | |||
| 0740 | CULVERT PIPE-48 IN | 00470 | LF | 237.00 | 237.000 | 0.000 | 0.000 | 155.23 | 0.00 | |||
| 0745 | CULVERT PIPE-60 IN | 00472 | LF | 106.00 | 106.000 | 0.000 | 0.000 | 290.75 | 0.00 | |||
| 0750 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 307.26 | 0.00 | |||
| 0755 | STORM SEWER PIPE-12 IN | 00520 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 51.25 | 0.00 | |||
| 0760 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,830.00 | 1,830.000 | 0.000 | 0.000 | 52.90 | 0.00 | |||
| 0765 | STORM SEWER PIPE-18 IN | 00522 | LF | 4,074.00 | 4,074.000 | 0.000 | 0.000 | 66.30 | 0.00 | |||
| 0770 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,906.00 | 1,906.000 | 0.000 | 0.000 | 85.40 | 0.00 | |||
| 0775 | STORM SEWER PIPE-30 IN | 00526 | LF | 945.00 | 945.000 | 0.000 | 0.000 | 104.50 | 0.00 | |||
| 0780 | STORM SEWER PIPE-36 IN | 00528 | LF | 397.00 | 397.000 | 0.000 | 0.000 | 171.03 | 0.00 | |||
| 0785 | STORM SEWER PIPE-42 IN | 00529 | LF | 137.00 | 137.000 | 0.000 | 0.000 | 206.80 | 0.00 | |||
| 0790 | STORM SEWER PIPE-48 IN | 00530 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 178.78 | 0.00 | |||
| 0795 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0800 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,825.00 | 0.00 | |||
| 0805 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0810 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0815 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10,750.00 | 0.00 | |||
| 0820 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 13,500.00 | 0.00 | |||
| 0825 | REMOVE PIPE | 01310 | LF | 126.00 | 126.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0830 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0835 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0840 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,175.00 | 0.00 | |||
| 0845 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0850 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,550.00 | 0.00 | |||
| 0855 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,350.00 | 0.00 | |||
| 0860 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0865 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0870 | CURB BOX INLET TYPE A | 01456 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 7,525.00 | 0.00 | |||
| 0875 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,850.00 | 0.00 | |||
| 0880 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,200.00 | 0.00 | |||
| 0885 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,250.00 | 0.00 | |||
| 0890 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0895 | DROP BOX INLET TYPE 3 | 01496 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| 0900 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,850.00 | 0.00 | |||
| 0905 | DROP BOX INLET TYPE 6B | 01523 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,050.00 | 0.00 | |||
| 0910 | DROP BOX INLET TYPE 6C | 01526 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,450.00 | 0.00 | |||
| 0915 | DROP BOX INLET TYPE 6D | 01529 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,450.00 | 0.00 | |||
| 0920 | DROP BOX INLET TYPE 6F | 01535 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 8,550.00 | 0.00 | |||
| 0925 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,550.00 | 0.00 | |||
| 0930 | DROP BOX INLET TYPE 11 | 01544 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0935 | DROP BOX INLET TYPE 12A | 01550 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0940 | DROP BOX INLET TYPE 13G | 01559 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 4,750.00 | 0.00 | |||
| 0945 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0950 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0955 | JUNCTION BOX-24 IN | 01643 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0960 | JUNCTION BOX-36 IN | 01645 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,550.00 | 0.00 | |||
| 0965 | JUNCTION BOX-48 IN | 01647 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0970 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0975 | MANHOLE TYPE B | 01761 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0980 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0985 | CONCRETE-CLASS A | 08100 | CUYD | 79.60 | 79.600 | 0.000 | 0.000 | 1,290.00 | 0.00 | |||
| 0990 | STEEL REINFORCEMENT | 08150 | LB | 1,898.00 | 1,898.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0995 | CURB BOX INLET TYPE B MODIFIED | 21546ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,700.00 | 0.00 | |||
| 1000 | ENTRANCE PIPE-36 IN | 22581EN | LF | 39.00 | 39.000 | 0.000 | 0.000 | 157.00 | 0.00 | |||
| 1005 | BORE AND JACK PIPE-48 IN | 23124EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 1,484.85 | 0.00 | |||
| 1010 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 127.00 | 127.000 | 0.000 | 0.000 | 590.63 | 0.00 | |||
| 1015 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1020 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 280.00 | 280.000 | 0.000 | 0.000 | 898.54 | 0.00 | |||
| 1025 | BORE AND JACK PIPE-60 IN | 26181EC | LF | 50.00 | 50.000 | 0.000 | 0.000 | 2,869.85 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0004 STRUCTURES - 28866 | |||||||
| 1030 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 468.00 | 468.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1035 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 127.30 | 127.300 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1040 | CONDUIT-3 IN | 04797 | LF | 366.00 | 366.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1045 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
| 1050 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 876.00 | 876.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 1055 | TEST PILES | 08033 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 1060 | PILES-STEEL HP12X53 | 08046 | LF | 790.00 | 790.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 1065 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1070 | CONCRETE-CLASS A | 08100 | CUYD | 303.40 | 303.400 | 0.000 | 0.000 | 1,035.00 | 0.00 | |||
| 1075 | CONCRETE-CLASS AA | 08104 | CUYD | 480.00 | 480.000 | 0.000 | 0.000 | 1,360.00 | 0.00 | |||
| 1080 | STEEL REINFORCEMENT | 08150 | LB | 33,822.00 | 33,822.000 | 0.000 | 0.000 | 1.87 | 0.00 | |||
| 1085 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 155,279.00 | 155,279.000 | 0.000 | 0.000 | 1.84 | 0.00 | |||
| 1090 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 157.00 | 0.00 | |||
| 1095 | BRIDGE CHAIN LINK FENCE-8 FT | 08712 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 177.00 | 0.00 | |||
| 1100 | ROCK SOUNDINGS | 20745ED | LF | 224.00 | 224.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1105 | ROCK CORINGS | 20746ED | LF | 224.00 | 224.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1110 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 128.00 | 128.000 | 0.000 | 0.000 | 2,140.00 | 0.00 | |||
| 1115 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 88.00 | 88.000 | 0.000 | 0.000 | 2,415.00 | 0.00 | |||
| 1120 | CONCRETE SEALING | 23378EC | SQFT | 26,673.00 | 26,673.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 1125 | BICYCLE RAIL | 23849EC | LF | 183.00 | 183.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 1130 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 1,434.70 | 1,434.700 | 0.000 | 0.000 | 851.00 | 0.00 | |||
| 1135 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 183.00 | 183.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 1140 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 183.00 | 183.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 1145 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0005 STRUCTURES - 28993 | |||||||
| 1150 | FLOWABLE FILL | 02220 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 1155 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2.70 | 2.700 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1160 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 1165 | CONCRETE-CLASS A | 08100 | CUYD | 132.80 | 132.800 | 0.000 | 0.000 | 1,095.00 | 0.00 | |||
| 1170 | STEEL REINFORCEMENT | 08150 | LB | 14,564.00 | 14,564.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0006 STRUCTURES - 28994 | |||||||
| 1175 | FLOWABLE FILL | 02220 | CUYD | 7.10 | 7.100 | 0.000 | 0.000 | 795.00 | 0.00 | |||
| 1180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 72.50 | 72.500 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 1185 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 1190 | CONCRETE-CLASS A | 08100 | CUYD | 497.70 | 497.700 | 0.000 | 0.000 | 840.00 | 0.00 | |||
| 1195 | STEEL REINFORCEMENT | 08150 | LB | 41,056.00 | 41,056.000 | 0.000 | 0.000 | 1.87 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0007 SIGNING | |||||||
| 1200 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 536.60 | 536.600 | 0.000 | 0.000 | 42.10 | 0.00 | |||
| 1205 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 24.00 | 24.000 | 0.000 | 0.000 | 46.09 | 0.00 | |||
| 1210 | STEEL POST TYPE 1 | 06410 | LF | 1,002.00 | 1,002.000 | 0.000 | 0.000 | 26.43 | 0.00 | |||
| 1215 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 170.89 | 0.00 | |||
| 1225 | GMSS TYPE D | 21596ND | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 456.98 | 0.00 | |||
| 1230 | BARCODE SIGN INVENTORY | 24631EC | EACH | 129.00 | 129.000 | 0.000 | 0.000 | 21.26 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0008 SIGNALIZATION | |||||||
| 1235 | TRENCHING AND BACKFILLING | 04820 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 8.16 | 0.00 | |||
| 1240 | CABLE-NO. 14/5C | 04844 | LF | 3,075.00 | 3,075.000 | 0.000 | 0.000 | 3.32 | 0.00 | |||
| 1245 | CABLE-NO. 14/7C | 04845 | LF | 2,765.00 | 2,765.000 | 0.000 | 0.000 | 3.32 | 0.00 | |||
| 1250 | MESSENGER-10800 LB | 04885 | LF | 1,225.00 | 1,225.000 | 0.000 | 0.000 | 10.20 | 0.00 | |||
| 1255 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 11,224.49 | 0.00 | |||
| 1260 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 459.18 | 0.00 | |||
| 1265 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 663.27 | 0.00 | |||
| 1270 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 867.35 | 0.00 | |||
| 1275 | INSTALL PED DETECTOR-AUDIBLE | 20457NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 306.12 | 0.00 | |||
| 1280 | SPAN/POLE-MOUNTED SIGN | 23052NN | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 306.12 | 0.00 | |||
| 1285 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,551.02 | 0.00 | |||
| 1290 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 36.00 | 36.000 | 0.000 | 0.000 | 663.27 | 0.00 | |||
| 1295 | TETHER WIRE | 24528ED | LF | 1,225.00 | 1,225.000 | 0.000 | 0.000 | 10.20 | 0.00 | |||
| 1300 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 10.20 | 0.00 | |||
| 1305 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20,408.17 | 0.00 | |||
| 1310 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,204.08 | 0.00 | |||
| 1315 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,040.82 | 0.00 | |||
| 1320 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,040.82 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0009 LIGHTING | |||||||
| 1325 | POLE 40 FT MTG HT | 04701 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 3,571.43 | 0.00 | |||
| 1330 | BRACKET 15 FT | 04725 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 765.31 | 0.00 | |||
| 1335 | POLE BASE | 04740 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 1,530.61 | 0.00 | |||
| 1340 | TRANSFORMER BASE | 04750 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 1,530.61 | 0.00 | |||
| 1345 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25,510.20 | 0.00 | |||
| 1350 | FUSED CONNECTOR KIT | 04780 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 229.59 | 0.00 | |||
| 1355 | CONDUIT-2 IN | 04795 | LF | 925.00 | 925.000 | 0.000 | 0.000 | 15.31 | 0.00 | |||
| 1360 | TRENCHING AND BACKFILLING | 04820 | LF | 4,375.00 | 4,375.000 | 0.000 | 0.000 | 8.16 | 0.00 | |||
| 1365 | OPEN CUT ROADWAY | 04821 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 21.43 | 0.00 | |||
| 1370 | WIRE-NO. 12 | 04832 | LF | 2,550.00 | 2,550.000 | 0.000 | 0.000 | 1.28 | 0.00 | |||
| 1375 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,040.82 | 0.00 | |||
| 1380 | WIRE-NO. 10 | 23778EC | LF | 19,000.00 | 19,000.000 | 0.000 | 0.000 | 3.06 | 0.00 | |||
| 1385 | LED LUMINAIRE | 24589ED | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 663.27 | 0.00 | |||
| 1390 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 4,435.00 | 4,435.000 | 0.000 | 0.000 | 8.16 | 0.00 | |||
| 1395 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 120.00 | 120.000 | 0.000 | 0.000 | 10.20 | 0.00 | |||
| Project | DE057198025D1 | Fed/State Project Number | FD06 057 1980 000-004 | Category | 0011 DEMOBILIZATION & MOBILIZATION | |||||||
| 1400 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 1,300,000.00 | 650,000.00 | 650,000.00 | |
| 1405 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 397,210.00 | 0.00 | |||
| SUBTOT | $657,677.00 |
$657,677.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||