|
Report_Id: 244300 Est NO 0009 |
Date:12/09/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 244300 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Mcdowell, Preston J. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/14/2024 TO 11/27/2024 | ||||||
| Date Approved | 12/09/2024 | ||||||
| Primary Proj Number | 0703404182401 | ||||||
| Project No. | HSIP 4181(034) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | ATHENS BOONESBORO ROAD (KY 418) | ||||||
| Description | FROM ASHLEY WOODS ROAD EXTENDING SOUTHEAST TO I-75 | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 05/06/2024 | ||||
| Date Contract Executed | 04/29/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/29/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,646,946.31 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,646,259.61 |
Total Earnings | $2,397,959.12 |
$2,352,959.12 |
$45,000.00 |
|
| Percent Complete | 90.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $248,987.19 |
Gross Earnings | $2,397,959.12 |
$2,352,959.12 |
$45,000.00 |
|
| Total Change Orders | $686.70 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,397,959.12 |
$2,352,959.12 |
$45,000.00 |
|||
| Contract Id | 244300 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0009 | Project Number | HSIP 4181(034) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/14/2024 TO 11/27/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary paint turn arrows | Approved | 07/24/2024 | $686.70 | 0.0 | |||||
| 002 | Change tack coat from non-tracking to SS-1H | Approved | 09/24/2024 | $0.00 | 0.0 | |||||
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 | 244300 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0703404182401 | ||||||
| Estimate Nbr | 0009 | Period | 11/14/2024 TO 11/27/2024 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | 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 | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 6,568.00 | 6,568.000 | 5,856.990 | 5,856.990 | 25.00 | 146,424.75 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 35.00 | 35.000 | 35.000 | 35.000 | 250.00 | 8,750.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 5.000 | 5.000 | 1,975.00 | 9,875.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 70.00 | 70.000 | 255.310 | 255.310 | 118.00 | 30,126.58 | |||
| 0025 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 2,869.00 | 2,869.000 | 3,230.180 | 3,230.180 | 82.00 | 264,874.76 | |||
| 0030 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 1,144.00 | 1,144.000 | 1,642.470 | 1,642.470 | 86.00 | 141,252.42 | |||
| 0035 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 3,139.00 | 3,139.000 | 3,557.230 | 3,557.230 | 118.00 | 419,753.14 | |||
| 0040 | ASPHALT MATERIAL FOR TACK NON-TRACKING (REVISED 3-18-24) | 24970EC | TON | 22.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,964.00 | 3,964.000 | 3,464.090 | 3,464.090 | 20.00 | 69,281.80 | |||
| 0050 | SHOULDER RUMBLE STRIPS | 02696 | LF | 5,759.00 | 5,759.000 | 5,886.000 | 5,886.000 | 0.78 | 4,591.08 | |||
| 8001 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 22.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0002 ROADWAY | |||||||
| 0055 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 2,536.00 | 2,536.000 | 2,614.730 | 2,614.730 | 90.25 | 235,979.38 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 0065 | TEMP DITCH | 02159 | LF | 1,084.00 | 1,084.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 5,929.00 | 5,929.000 | 3,529.000 | 3,529.000 | 22.00 | 77,638.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 216.06 | 0.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 199.51 | 0.00 | |||
| 0085 | CHANNEL LINING CLASS II | 02483 | TON | 803.00 | 803.000 | 649.100 | 649.100 | 40.00 | 25,964.00 | |||
| 0090 | CLEARING AND GRUBBING (APPROX. 1.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,175.00 | 13,175.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC (FAYETTE KY 418) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0105 | TEMP SILT FENCE | 02701 | LF | 1,084.00 | 1,084.000 | 0.000 | 0.000 | 3.36 | 0.00 | |||
| 0110 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0115 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 72.00 | 72.000 | 177.330 | 177.330 | 79.80 | 14,150.93 | |||
| 0135 | STAKING (FAYETTE KY 418) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0140 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 0145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 340.00 | 340.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0150 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,236.97 | 0.00 | |||
| 0155 | MAINTENANCE FERTILIZER | 05964 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 1,236.98 | 0.00 | |||
| 0160 | SEEDING AND PROTECTION | 05985 | SQYD | 6,776.00 | 6,776.000 | 0.000 | 0.000 | 0.89 | 0.00 | |||
| 0165 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.20 | 4.200 | 0.000 | 0.000 | 96.52 | 0.00 | |||
| 0170 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 35,267.00 | 35,267.000 | 46,726.000 | 46,726.000 | 0.24 | 11,214.24 | |||
| 0175 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 12,180.00 | 12,180.000 | 15,403.000 | 15,403.000 | 1.30 | 20,023.90 | |||
| 0180 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,380.00 | 5,380.000 | 7,683.000 | 7,683.000 | 1.30 | 9,987.90 | |||
| 0185 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 107.00 | 107.000 | 99.000 | 99.000 | 3.00 | 297.00 | |||
| 0190 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 311.00 | 311.000 | 289.000 | 289.000 | 12.00 | 3,468.00 | |||
| 0195 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,256.00 | 3,256.000 | 2,779.000 | 2,779.000 | 5.00 | 13,895.00 | |||
| 0200 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 47.00 | 47.000 | 45.000 | 45.000 | 120.00 | 5,400.00 | |||
| 0205 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 140.00 | 700.00 | |||
| 0210 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
| 0215 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 154.00 | 154.000 | 204.000 | 204.000 | 35.00 | 7,140.00 | |||
| 0220 | INLAID PAVEMENT MARKER-MY | 06611 | EACH | 59.00 | 59.000 | 68.000 | 68.000 | 35.00 | 2,380.00 | |||
| 0225 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 19.00 | 19.000 | 32.000 | 32.000 | 35.00 | 1,120.00 | |||
| 0230 | FUEL ADJUSTMENT | 10020NS | DOLL | 13,902.00 | 13,902.000 | -2,057.910 | -2,057.910 | 1.00 | -2,057.91 | |||
| 0235 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 28,982.00 | 28,982.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | SAWCUT PAVEMENT | 20550ND | LF | 3,939.00 | 3,939.000 | 3,939.000 | 3,939.000 | 0.01 | 39.39 | |||
| 0245 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 1,300.00 | 1,300.000 | 1,456.000 | 1,456.000 | 7.00 | 10,192.00 | |||
| 0250 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 220.00 | 220.000 | 180.000 | 180.000 | 115.00 | 20,700.00 | |||
| 0255 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0260 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 47.00 | 47.000 | 89.000 | 89.000 | 20.00 | 1,780.00 | |||
| 0265 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 236.00 | 236.000 | 228.000 | 228.000 | 10.00 | 2,280.00 | |||
| 0270 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 210.00 | 210.000 | 221.000 | 221.000 | 7.00 | 1,547.00 | |||
| 0275 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 472.00 | 472.000 | 112.000 | 112.000 | 7.00 | 784.00 | |||
| 0280 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 280.00 | 3,920.00 | |||
| 8000 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 114.45 | 0.00 | |||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0003 DRAINAGE | |||||||
| 0285 | ENTRANCE PIPE-18 IN | 00441 | LF | 38.00 | 38.000 | 130.000 | 130.000 | 76.00 | 9,880.00 | |||
| 0290 | ENTRANCE PIPE-30 IN | 00445 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0295 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0004 SANITARY SEWER | |||||||
| 0300 | S FORCE MAIN PVC 10 INCH | 15062 | LF | 180.00 | 180.000 | 120.000 | 0.000 | 120.000 | 250.00 | 30,000.00 | 30,000.00 | |
| 0305 | S FORCE MAIN TIE-IN 10 INCH | 15076 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 7,500.00 | 15,000.00 | 15,000.00 | |
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0005 SIGNING | |||||||
| 0310 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 333.500 | 333.500 | 8.48 | 2,828.08 | |||
| 0315 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 477.77 | 477.770 | 387.040 | 387.040 | 49.72 | 19,243.62 | |||
| 0320 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 255.25 | 255.250 | 223.250 | 223.250 | 51.44 | 11,483.98 | |||
| 0325 | STEEL POST TYPE 1 | 06410 | LF | 857.00 | 857.000 | 723.760 | 723.760 | 34.14 | 24,709.16 | |||
| 0330 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 2.00 | 2.000 | 2.000 | 2.000 | 793.77 | 1,587.54 | |||
| 0335 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 698.20 | 2,792.80 | |||
| 0340 | GMSS TYPE D (SURFACE MOUNT) | 21596ND | EACH | 23.00 | 23.000 | 35.000 | 35.000 | 439.93 | 15,397.55 | |||
| 0345 | BARCODE SIGN INVENTORY | 24631EC | EACH | 107.00 | 107.000 | 64.000 | 64.000 | 47.78 | 3,057.92 | |||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0006 SIGNALIZATION | |||||||
| 0350 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0355 | FUSED CONNECTOR KIT | 04780 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0360 | TRENCHING AND BACKFILLING | 04820 | LF | 2,348.00 | 2,348.000 | 2,356.000 | 2,356.000 | 16.23 | 38,237.88 | |||
| 0365 | OPEN CUT ROADWAY | 04821 | LF | 1,858.00 | 1,858.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0370 | CABLE-NO. 14/2C | 04841 | LF | 680.00 | 680.000 | 0.000 | 0.000 | 6.11 | 0.00 | |||
| 0375 | CABLE-NO. 14/7C | 04845 | LF | 2,755.00 | 2,755.000 | 0.000 | 0.000 | 7.38 | 0.00 | |||
| 0380 | MAST ARM POLE | 04881 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 56,960.00 | 227,840.00 | |||
| 0385 | COORDINATING UNIT | 04927 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0390 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 20,000.00 | 40,000.00 | |||
| 0395 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 250.00 | 7,500.00 | |||
| 0400 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0405 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0410 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 10.000 | 10.000 | 2,500.00 | 25,000.00 | |||
| 0415 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 4,500.00 | 90,000.00 | |||
| 0420 | INSTALL PED DETECTOR-AUDIBLE | 20457NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0425 | FIBER OPTIC CABLE | 21077ED | LF | 5,093.00 | 5,093.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0430 | BORE AND JACK CONDUIT | 21543EN | LF | 3,702.00 | 3,702.000 | 685.000 | 685.000 | 25.00 | 17,125.00 | |||
| 0435 | WEB CAMERA ASSEMBLY | 22403NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0440 | INSTALL LUMINAIRE POLE | 22939ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0445 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 14.20 | 14.200 | 2.800 | 2.800 | 250.00 | 700.00 | |||
| 0450 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0455 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 6,242.00 | 6,242.000 | 4,237.000 | 4,237.000 | 3.65 | 15,465.05 | |||
| 0460 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0465 | CABINET FIBER TERMINATION PANEL | 24923EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0470 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0475 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,000.00 | 9,000.00 | |||
| 0480 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 0485 | INSTALL MAST ARM DAMPENER | 26169EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 8002 | TRENCHING AND BACKFILLING Competition Drive | 04820 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 7.47 | 0.00 | |||
| 8003 | CABLE-NO. 14/7C Competition Drive | 04845 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.72 | 0.00 | |||
| 8004 | POLE 35 FT WOODEN Competition Drive | 04871 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,054.00 | 0.00 | |||
| 8005 | POLE 40 FT WOODEN Competition Drive | 04872 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,054.00 | 0.00 | |||
| 8006 | ANCHOR Competition Drive | 04884 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8007 | MESSENGER-10800 LB Competition Drive | 04885 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 8008 | MESSENGER-15400 LB Competition Drive | 04886 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 8009 | INSTALL LED SIGNAL-3 SECTION Competition Drive | 20188NS835 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 8010 | INSTALL LED SIGNAL- 4 SECTION Competition Drive | 20266ES835 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8011 | PVC CONDUIT-2 IN-SCHEDULE 80 Competition Drive | 24901EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 8012 | INSTALL SIGNAL CONTROLLER-TY ATC Competition Drive | 24908EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8013 | INSTALL RADAR PRESENCE DETECTOR TYPE A Competition Drive | 26119EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 8014 | INSTALL RADAR ADVANCE DETECTOR TYPE B Competition Drive | 26120EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 8015 | MOBILIZATION Competition Drive | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 3,072.00 | 0.00 | |||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0007 GUARDRAIL | |||||||
| 0490 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 15.97 | 127.76 | |||
| 0495 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 400.00 | 400.000 | 390.000 | 390.000 | 36.34 | 14,172.60 | |||
| 0500 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 90.87 | 545.22 | |||
| 0505 | REMOVE GUARDRAIL | 02381 | LF | 1,052.00 | 1,052.000 | 1,050.000 | 1,050.000 | 3.35 | 3,517.50 | |||
| Project | 0703404182401 | Fed/State Project Number | HSIP 4181(034) | Category | 0008 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 94,200.00 | 94,200.00 | |||
| 0515 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 38,000.00 | 0.00 | |||
| SUBTOT | $45,000.00 |
$2,397,959.12 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||