Report_Id: 234204 Est NO 0009 |
Date:10/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 234204 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11360) Smith, Cecil W | ||||||
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 | 09/23/2023 TO 10/06/2023 | ||||||
Date Approved | 10/15/2023 | ||||||
Primary Proj Number | 11061025E2301 | ||||||
Project No. | HSIP 0251(048), HSIP 5203(022), HSIP 7550(002) | ||||||
Primary County | KNOX | ||||||
Name of Road | VARIOUS INTERSECTIONS IN DISTRICT 11 | ||||||
Description | IMPROVEMENTS AT THE INTERSECTION OF US 25E AND KY 3041 | ||||||
Date Let | 02/23/2023 | Formal Acceptance | |||||
Date Awarded | 03/06/2023 | Date Work Began | 06/05/2023 | ||||
Date Contract Executed | 04/25/2023 | Open To Traffic | |||||
Date NTP Issued | 04/26/2023 | Actual Completion Date | |||||
Current Contract Amount | $1,248,562.29 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,248,562.29 |
Total Earnings | $899,736.85 |
$880,130.87 |
$19,605.98 |
|
Percent Complete | 72.06 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $348,825.44 |
Gross Earnings | $899,736.85 |
$880,130.87 |
$19,605.98 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $899,736.85 |
$880,130.87 |
$19,605.98 |
|||
Contract Id | 234204 | Change Order Summary |
County | KNOX | ||||||
Estimate Nbr | 0009 | Project Number | HSIP 0251(048), HSIP 5203(022), HSIP 7550(002) | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 09/23/2023 TO 10/06/2023 | |||||||
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 | 234204 | COMMONWEALTH OF KENTUCKY |
County | KNOX | ||||||
Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 11061025E2301 | ||||||
Estimate Nbr | 0009 | Period | 09/23/2023 TO 10/06/2023 | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
Project | 11061025E2301 | Fed/State Project Number | HSIP 0251(048) | Category | 0001 PAVING | |||||||
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 | |
0005 | DGA BASE | 00001 | TON | 3,247.00 | 3,247.000 | 430.510 | 430.510 | 38.00 | 16,359.38 | |||
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.30 | 22.300 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 2.80 | 2.800 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,984.00 | 2,984.000 | 2,110.870 | 2,110.870 | 96.00 | 202,643.52 | |||
0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 6.10 | 6.100 | 1.570 | 1.570 | 10.00 | 15.70 | |||
0030 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,513.00 | 2,513.000 | 2,829.000 | 2,829.000 | 5.75 | 16,266.75 | |||
0035 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 361.00 | 361.000 | 623.670 | 623.670 | 165.00 | 102,905.55 | |||
Project | 11061025E2301 | Fed/State Project Number | HSIP 0251(048) | Category | 0002 ROADWAY | |||||||
0040 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 1,246.00 | 1,246.000 | 1,246.000 | 1,246.000 | 130.00 | 161,980.00 | |||
0045 | REMOVE PAVEMENT | 02091 | SQYD | 2,664.00 | 2,664.000 | 2,006.000 | 2,006.000 | 15.00 | 30,090.00 | |||
0050 | TEMP DITCH | 02159 | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0055 | CLEAN TEMP DITCH | 02160 | LF | 725.00 | 725.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0060 | ROADWAY EXCAVATION | 02200 | CUYD | 2,461.00 | 2,461.000 | 1,530.000 | 1,530.000 | 25.00 | 38,250.00 | |||
0065 | TEMPORARY SIGNS | 02562 | SQFT | 178.00 | 178.000 | 354.000 | 354.000 | 14.00 | 4,956.00 | |||
0070 | MAINTAIN & CONTROL TRAFFIC (KNOX US 25E HSIP) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
0075 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,996.00 | 8,988.00 | |||
0080 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,106.00 | 1,106.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0085 | TEMP SILT FENCE | 02701 | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 3.29 | 0.00 | |||
0090 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 149.80 | 0.00 | |||
0095 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 171.20 | 0.00 | |||
0100 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 149.80 | 0.00 | |||
0105 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0110 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0115 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0120 | STAKING (KNOX US 25E HSIP) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,500.00 | 23,500.00 | |||
0125 | TUBULAR MARKERS | 03225 | EACH | 117.00 | 117.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
0130 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
0135 | TEMP MULCH | 05952 | SQYD | 11,356.00 | 11,356.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
0140 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,513.00 | 8,513.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
0145 | INITIAL FERTILIZER | 05963 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
0150 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
0155 | SEEDING AND PROTECTION | 05985 | SQYD | 6,460.00 | 6,460.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0160 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
0165 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 15,000.00 | 15,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
0170 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,206.00 | 3,206.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0175 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,906.00 | 4,906.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0180 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 237.00 | 237.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0185 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 285.00 | 285.000 | 611.000 | 611.000 | 8.00 | 4,888.00 | |||
0190 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 5.000 | 5.000 | 120.00 | 600.00 | |||
0195 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 140.00 | 1,400.00 | |||
0200 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
0205 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
0210 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 565.00 | 565.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0215 | FUEL ADJUSTMENT | 10020NS | DOLL | 6,338.00 | 6,338.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0220 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,065.00 | 12,065.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0225 | SAWCUT PAVEMENT | 20550ND | LF | 2,278.00 | 2,278.000 | 2,275.000 | 2,275.000 | 6.00 | 13,650.00 | |||
0230 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 474.00 | 474.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0235 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 140.00 | 140.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
0240 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 10,242.00 | 10,242.000 | 10,242.000 | 10,242.000 | 1.50 | 15,363.00 | |||
0245 | CONCRETE ISLAND | 24651ED | SQYD | 118.00 | 118.000 | 113.000 | 113.000 | 175.00 | 19,775.00 | |||
0250 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 249.00 | 249.000 | 385.000 | 385.000 | 8.00 | 3,080.00 | |||
0255 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 133.00 | 133.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | 11061025E2301 | Fed/State Project Number | HSIP 0251(048) | Category | 0003 DRAINAGE | |||||||
0260 | ENTRANCE PIPE-18 IN | 00441 | LF | 179.00 | 179.000 | 136.000 | 136.000 | 95.00 | 12,920.00 | |||
0265 | STORM SEWER PIPE-15 IN | 00521 | LF | 425.00 | 425.000 | 446.000 | 446.000 | 100.00 | 44,600.00 | |||
0270 | STORM SEWER PIPE-18 IN | 00522 | LF | 242.00 | 242.000 | 246.000 | 246.000 | 140.00 | 34,440.00 | |||
0275 | REMOVE PIPE | 01310 | LF | 230.00 | 230.000 | 83.000 | 83.000 | 20.00 | 1,660.00 | |||
0280 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 6,206.00 | 6,206.00 | |||
0285 | DROP BOX INLET TYPE 13G | 01559 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
0290 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
0295 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0300 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
0305 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0310 | PIPELINE INSPECTION | 24814EC | LF | 667.00 | 667.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
Project | 11061025E2301 | Fed/State Project Number | HSIP 0251(048) | Category | 0004 SIGNING | |||||||
0315 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 186.07 | 186.070 | 186.070 | 0.000 | 186.070 | 26.00 | 4,837.82 | 4,837.82 | |
0320 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 104.75 | 104.750 | 104.750 | 0.000 | 104.750 | 28.00 | 2,933.00 | 2,933.00 | |
0325 | STEEL POST TYPE 1 | 06410 | LF | 343.00 | 343.000 | 348.340 | 0.000 | 348.340 | 24.00 | 8,360.16 | 8,360.16 | |
0330 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 5.000 | 0.000 | 5.000 | 50.00 | 250.00 | 250.00 | |
0335 | GMSS TYPE D SURFACE MOUNT | 21596ND | EACH | 6.00 | 6.000 | 8.000 | 0.000 | 8.000 | 300.00 | 2,400.00 | 2,400.00 | |
0340 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0345 | BARCODE SIGN INVENTORY | 24631EC | EACH | 55.00 | 55.000 | 55.000 | 0.000 | 55.000 | 15.00 | 825.00 | 825.00 | |
Project | 11061025E2301 | Fed/State Project Number | HSIP 0251(048) | Category | 0005 DEMOBILIZATION | |||||||
0350 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,060.00 | 6,060.00 | |||
SUBTOT | $19,605.98 |
$841,002.88 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | 11063025W2301 | Fed/State Project Number | HSIP 5203(022) | Category | 0001 ROADWAY | |||||||
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 | |
0515 | MAINTAIN & CONTROL TRAFFIC (LAUREL US 25W HSIP) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
0520 | STAKING (LAUREL US 25W HSIP) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
Project | 11063025W2301 | Fed/State Project Number | HSIP 5203(022) | Category | 0002 SIGNING | |||||||
0525 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 48.21 | 48.210 | 48.590 | 48.590 | 26.00 | 1,263.34 | |||
0530 | STEEL POST TYPE 1 | 06410 | LF | 58.00 | 58.000 | 81.580 | 81.580 | 24.00 | 1,957.92 | |||
0535 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
0540 | BARCODE SIGN INVENTORY | 24631EC | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 15.00 | 240.00 | |||
Project | 11063025W2301 | Fed/State Project Number | HSIP 5203(022) | Category | 0003 DEMOBILIZATION | |||||||
0545 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,060.00 | 0.00 | |||
SUBTOT | $0.00 |
$850,664.14 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | 11118025W2301 | Fed/State Project Number | HSIP 7550(002) | Category | 0001 PAVING | |||||||
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 | |
0355 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0360 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
0365 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 79.00 | 79.000 | 40.720 | 40.720 | 90.00 | 3,664.80 | |||
0370 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 79.00 | 79.000 | 78.670 | 78.670 | 165.00 | 12,980.55 | |||
Project | 11118025W2301 | Fed/State Project Number | HSIP 7550(002) | Category | 0002 ROADWAY | |||||||
0375 | STANDARD CURB AND GUTTER | 01810 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 55.00 | 5,280.00 | |||
0380 | REMOVE CURB AND GUTTER | 01812 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 25.00 | 1,700.00 | |||
0385 | REMOVE PAVEMENT | 02091 | SQYD | 45.00 | 45.000 | 45.000 | 45.000 | 15.00 | 675.00 | |||
0390 | EMBANKMENT IN PLACE | 02230 | CUYD | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
0395 | TEMPORARY SIGNS | 02562 | SQFT | 180.00 | 180.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
0400 | MAINTAIN & CONTROL TRAFFIC (WHITLEY US 25W HSIP) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
0405 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,996.00 | 0.00 | |||
0410 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 149.80 | 0.00 | |||
0415 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0420 | STAKING (WHITLEY US 25W HSIP) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
0425 | TEMP MULCH | 05952 | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
0430 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
0435 | SODDING | 05990 | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 40.70 | 0.00 | |||
0440 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 892.00 | 892.000 | 730.000 | 730.000 | 0.50 | 365.00 | |||
0445 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 89.00 | 89.000 | 88.000 | 88.000 | 8.00 | 704.00 | |||
0450 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 34.00 | 34.000 | 52.000 | 52.000 | 12.00 | 624.00 | |||
0455 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 249.00 | 249.000 | 225.000 | 225.000 | 8.00 | 1,800.00 | |||
0460 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
0465 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 61.00 | 61.000 | 64.000 | 64.000 | 6.00 | 384.00 | |||
0470 | SAWCUT PAVEMENT | 20550ND | LF | 96.00 | 96.000 | 96.000 | 96.000 | 6.00 | 576.00 | |||
0475 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 370.00 | 370.000 | 344.000 | 344.000 | 2.00 | 688.00 | |||
Project | 11118025W2301 | Fed/State Project Number | HSIP 7550(002) | Category | 0003 SIGNING | |||||||
0480 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 98.44 | 98.440 | 98.440 | 98.440 | 26.00 | 2,559.44 | |||
0485 | STEEL POST TYPE 1 | 06410 | LF | 137.00 | 137.000 | 145.080 | 145.080 | 24.00 | 3,481.92 | |||
0490 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
0495 | GMSS TYPE D SURFACE MOUNT | 21596ND | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
0500 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
0505 | BARCODE SIGN INVENTORY | 24631EC | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 15.00 | 390.00 | |||
Project | 11118025W2301 | Fed/State Project Number | HSIP 7550(002) | Category | 0004 DEMOBILIZATION | |||||||
0510 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,060.00 | 0.00 | |||
SUBTOT | $0.00 |
$899,736.85 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |