Report_Id: 251103 Est NO 0002 |
Date:04/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 251103 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
District Office | LEXINGTON (07320) Bucher, Jacob D. | ||||||
Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
3009 ATKINSON AVENUE, SUITE 300 | |||||||
LEXINGTON , KY , 40509 | |||||||
Pay Period | 03/20/2025 TO 04/02/2025 | ||||||
Date Approved | 04/14/2025 | ||||||
Primary Proj Number | DE07600752503 | ||||||
Project No. | NHPP 0754(068) | ||||||
Primary County | MADISON | ||||||
Name of Road | I-75 | ||||||
Description | ASPHALT PAVEMENT & ROADWAY REHAB MP 86.25-97.703 | ||||||
Date Let | 02/20/2025 | Formal Acceptance | |||||
Date Awarded | 02/21/2025 | Date Work Began | |||||
Date Contract Executed | 02/27/2025 | Open To Traffic | |||||
Date NTP Issued | 02/27/2025 | Actual Completion Date | |||||
Current Contract Amount | $13,501,557.86 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $13,501,557.86 |
Total Earnings | $537,680.16 |
$157,808.04 |
$379,872.12 |
|
Percent Complete | 3.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $12,963,877.70 |
Gross Earnings | $537,680.16 |
$157,808.04 |
$379,872.12 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $537,680.16 |
$157,808.04 |
$379,872.12 |
|||
Contract Id | 251103 | Change Order Summary |
County | MADISON | ||||||
Estimate Nbr | 0002 | Project Number | NHPP 0754(068) | |||||||
Contractor | THE ALLEN COMPANY INC | Period | 03/20/2025 TO 04/02/2025 | |||||||
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 | 251103 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
Contract Type | ARHB ASPHALT REHAB WITH BRIDGE (S) | TRANSPORTATION CABINET |
Primary Project Number | DE07600752503 | ||||||
Estimate Nbr | 0002 | Period | 03/20/2025 TO 04/02/2025 | |||||||
Contractor | THE ALLEN COMPANY INC | |||||||||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | 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 | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 9,246.00 | 9,246.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,448.00 | 1,448.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 173.00 | 173.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 1,927.00 | 1,927.000 | 0.000 | 0.000 | 116.90 | 0.00 | |||
0025 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 5,137.00 | 5,137.000 | 0.000 | 0.000 | 109.10 | 0.00 | |||
0030 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 53,721.00 | 53,721.000 | 0.000 | 0.000 | 118.85 | 0.00 | |||
0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,695.00 | 0.00 | |||
0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 55,645.00 | 55,645.000 | 0.000 | 0.000 | 19.30 | 0.00 | |||
0045 | EDGELINE RUMBLE STRIPS | 02697 | LF | 270,158.00 | 270,158.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
0050 | JOINT ADHESIVE | 20071EC | LF | 511,734.00 | 511,734.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
0055 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 5,328,000.00 | 5,328,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 241.10 | 241.100 | 0.000 | 0.000 | 2.00 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0002 ROADWAY | |||||||
0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 217.00 | 217.000 | 0.000 | 0.000 | 86.90 | 0.00 | |||
0070 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0075 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0080 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 142.00 | 142.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0085 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 383.00 | 383.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0090 | ROADWAY EXCAVATION | 02200 | CUYD | 544.00 | 544.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
0095 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0100 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0105 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
0110 | REMOVE GUARDRAIL | 02381 | LF | 2,923.20 | 2,923.200 | 0.000 | 0.000 | 4.25 | 0.00 | |||
0115 | CHANNEL LINING CLASS II | 02483 | TON | 1,482.00 | 1,482.000 | 0.000 | 0.000 | 55.85 | 0.00 | |||
0120 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 868.000 | 868.000 | 12.75 | 11,067.00 | |||
0125 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 815.00 | 815.000 | 0.000 | 0.000 | 3.45 | 0.00 | |||
0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.020 | 550,000.00 | 11,000.00 | |||
0135 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 4,250.00 | 17,000.00 | |||
0140 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
0145 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0150 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0155 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,750.00 | 0.00 | |||
0160 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,175.00 | 2,350.00 | |||
0165 | CLEAN ROADWAY DRAINS | 03260 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,440.00 | 0.00 | |||
0170 | REFERENCE MARKER | 04903 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
0180 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 200.00 | 200.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0185 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0190 | STEEL POST MILE MARKERS | 06412 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 344,654.00 | 344,654.000 | 2,363.000 | 8,796.000 | 11,159.000 | 0.24 | 567.12 | 2,678.16 | |
0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 197,368.00 | 197,368.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 135,554.00 | 135,554.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
0210 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 11,732.00 | 11,732.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
0215 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 200.000 | 200.000 | 3.00 | 600.00 | |||
0220 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0225 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,500.00 | 2,500.000 | 2,282.000 | 2,282.000 | 2.50 | 5,705.00 | |||
0230 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 772.00 | 772.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0235 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 514.00 | 514.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0245 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
0250 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 2,316.00 | 2,316.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
0255 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 201.00 | 201.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
0260 | FUEL ADJUSTMENT | 10020NS | DOLL | 97,941.00 | 97,941.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0265 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 237,645.00 | 237,645.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0270 | OBJECT MARKER TY 3 | 20191ED | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
0275 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 800.00 | 800.000 | 55.500 | 0.000 | 55.500 | 100.00 | 5,550.00 | 5,550.00 | |
0280 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,625.00 | 2,625.000 | 0.000 | 0.000 | 27.65 | 0.00 | |||
0285 | CLEAN PERFORATED PIPE HEADWALL | 24662EC | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0290 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 3,382.00 | 3,382.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
0295 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 14,431.00 | 14,431.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
0300 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0305 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
0310 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 7.00 | 7.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
0315 | QUEUE WARNING PCMS | 26137EC | MONT | 42.00 | 42.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0320 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 42.00 | 42.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0325 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
0330 | CONNECTED ARROW PANEL | 26237EC | MONT | 8.00 | 8.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
0555 | RELOCATE TEMP CONC BARRIER (ADDED 2-14-25) | 02003 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
0560 | RELOCATE CRASH CUSHION (ADDED 2-14-25) | 02898 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0565 | CONC BARRIER WALL TYPE 9T (ADDED 2-14-25) | 03171 | LF | 1,200.00 | 1,200.000 | 2,000.000 | 2,000.000 | 36.50 | 73,000.00 | |||
0570 | CRASH CUSHION TY VI CLASS BT TL3 (ADDED 2-14-25) | 08903 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
0575 | QUEUE PROTECTION VEHICLE (ADDED 2-14-25) | 25075EC | HOUR | 560.00 | 560.000 | 53.000 | 53.000 | 75.00 | 3,975.00 | |||
0580 | FURNISH QUEUE PROTECTION VEHICLES (ADDED 2-14-25) | 25117EC | MONT | 7.00 | 7.000 | 1.000 | 1.000 | 2.000 | 6,000.00 | 6,000.00 | 12,000.00 | |
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0003 BRIDGE NO. 076B00099N - KY 876 OVER I-75 | |||||||
0335 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 84.00 | 84.000 | 16.800 | 0.000 | 16.800 | 450.00 | 7,560.00 | 7,560.00 | |
0340 | CONCRETE-CLASS A | 08100 | CUYD | 140.00 | 140.000 | 0.000 | 0.000 | 1,075.00 | 0.00 | |||
0345 | STEEL REINFORCEMENT | 08150 | LB | 9,424.00 | 9,424.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
0350 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0355 | CONCRETE SEALING | 23378EC | SQFT | 2,560.00 | 2,560.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0004 BRIDGE NO. 076B00096L - I-75 OVER KY 169 | |||||||
0360 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
0365 | CONCRETE-CLASS AA | 08104 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0370 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 418.00 | 418.000 | 0.000 | 0.000 | 5.75 | 0.00 | |||
0375 | CONCRETE SEALING | 23378EC | SQFT | 97.00 | 97.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0005 BRIDGE NO. 076B00093N - US 25-421 OVER I-75 | |||||||
0380 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 73.00 | 73.000 | 65.700 | 0.000 | 65.700 | 550.00 | 36,135.00 | 36,135.00 | |
0385 | CONCRETE-CLASS A | 08100 | CUYD | 260.00 | 260.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
0390 | STEEL REINFORCEMENT | 08150 | LB | 20,239.00 | 20,239.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
0395 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 50.00 | 50.000 | 50.000 | 0.000 | 50.000 | 300.00 | 15,000.00 | 15,000.00 | |
0400 | CONCRETE SEALING | 23378EC | SQFT | 4,980.00 | 4,980.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0006 BRIDGE NO. 076B00123N - KY 627 OVER I-75 | |||||||
0405 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 69.00 | 69.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0410 | CONCRETE-CLASS A | 08100 | CUYD | 155.00 | 155.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
0415 | STEEL REINFORCEMENT | 08150 | LB | 8,728.00 | 8,728.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
0420 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0425 | CONCRETE SEALING | 23378EC | SQFT | 2,590.00 | 2,590.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0007 BRIDGE NO. 076B00039N - US 25-421 OVER I-75 | |||||||
0430 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0435 | CONCRETE-CLASS A | 08100 | CUYD | 110.00 | 110.000 | 0.000 | 0.000 | 1,345.00 | 0.00 | |||
0440 | STEEL REINFORCEMENT | 08150 | LB | 8,658.00 | 8,658.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
0445 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0450 | CONCRETE SEALING | 23378EC | SQFT | 2,440.00 | 2,440.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0008 SIGNING | |||||||
0455 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 330.75 | 330.750 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0460 | STEEL POST TYPE 1 | 06410 | LF | 291.00 | 291.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0465 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 4.60 | 4.600 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0470 | GMSS TYPE D | 21596ND | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0475 | INSTALL SIGN POST REFLECTORS | 24265EC | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0480 | BARCODE SIGN INVENTORY | 24631EC | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0485 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0009 SIGNALIZATION | |||||||
0490 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,008.40 | 0.00 | |||
0495 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,043.92 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0010 TRAFFIC LOOPS | |||||||
0500 | CONDUIT-1 1/4 IN | 04793 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 15.31 | 0.00 | |||
0505 | CONDUIT-2 IN | 04795 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 20.10 | 0.00 | |||
0510 | TRENCHING AND BACKFILLING | 04820 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 7.59 | 0.00 | |||
0515 | PIEZOELECTRIC SENSOR | 04829 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 1,949.19 | 0.00 | |||
0520 | LOOP WIRE | 04830 | LF | 7,950.00 | 7,950.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
0525 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 14.47 | 0.00 | |||
0530 | GALVANIZED STEEL CABINET | 20359NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 867.47 | 0.00 | |||
0535 | WOOD POST | 20360ES818 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 488.46 | 0.00 | |||
0540 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,445.53 | 0.00 | |||
Project | DE07600752503 | Fed/State Project Number | NHPP 0754(068) | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0545 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 618,120.00 | 309,060.00 | 309,060.00 | |
0550 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 185,440.00 | 0.00 | |||
SUBTOT | $379,872.12 |
$537,680.16 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |