|
Report_Id: 221323 Est NO 0025 |
Date:02/05/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221323 | Estimate Number | 0025 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Thomas, Kirk P. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 12/15/2023 TO 01/11/2024 | ||||||
| Date Approved | 01/22/2024 | ||||||
| Primary Proj Number | DE05600712223 | ||||||
| Project No. | NHPP 0711 (126) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-71 | ||||||
| Description | NORTHBOUND MP 3.66 TO MP 9.12 AND SOUTHBOUND MILEPOINT 3.66 TO 8.33. | ||||||
| Date Let | 05/26/2022 | Formal Acceptance | |||||
| Date Awarded | 06/07/2022 | Date Work Began | 08/06/2022 | ||||
| Date Contract Executed | 06/22/2022 | Open To Traffic | |||||
| Date NTP Issued | 06/22/2022 | Actual Completion Date | 11/19/2023 | ||||
| Current Contract Amount | $7,663,190.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,648,000.00 |
Total Earnings | $7,429,375.19 |
$7,350,761.24 |
$78,613.95 |
|
| Percent Complete | 96.95 |
Stockpiled Materials | $0.00 |
$2,769.25 |
$-2,769.25 |
|
| Funds Available | $233,815.37 |
Gross Earnings | $7,429,375.19 |
$7,353,530.49 |
$75,844.70 |
|
| Total Change Orders | $15,190.56 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,429,375.19 |
$7,353,530.49 |
$75,844.70 |
|||
| Contract Id | 221323 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0025 | Project Number | NHPP 0711 (126) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 12/15/2023 TO 01/11/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Blow Up Repair | Approved | 12/14/2023 | $15,190.56 | 1.0 | |||||
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 | 221323 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE05600712223 | ||||||
| Estimate Nbr | 0025 | Period | 12/15/2023 TO 01/11/2024 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | 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 | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 5,749.00 | 5,749.000 | 1,128.650 | 1,128.650 | 36.00 | 40,631.40 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 658.00 | 658.000 | 1,326.940 | 1,326.940 | 105.00 | 139,328.70 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 79.00 | 79.000 | 74.150 | 74.150 | 1,000.00 | 74,150.00 | |||
| 0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 200.00 | 200.000 | 69.380 | 69.380 | 100.00 | 6,938.00 | |||
| 0025 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 7,285.00 | 7,285.000 | 7,644.080 | 7,644.080 | 76.00 | 580,950.08 | |||
| 0030 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 4,659.00 | 4,659.000 | 5,483.830 | 5,483.830 | 75.00 | 411,287.25 | |||
| 0035 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 20,557.00 | 20,557.000 | 21,484.590 | 21,484.590 | 93.00 | 1,998,066.87 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 32,501.00 | 32,501.000 | 30,216.080 | 30,216.080 | 6.47 | 195,498.03 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 126,837.00 | 126,837.000 | 78,009.000 | 78,009.000 | 0.65 | 50,705.85 | |||
| 0055 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 109,520.00 | 109,520.000 | 95,711.000 | 95,711.000 | 0.14 | 13,399.54 | |||
| 0060 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 20,557.00 | 20,557.000 | 21,107.360 | 21,107.360 | 6.75 | 142,474.68 | |||
| 0065 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,985,841.00 | 1,985,841.000 | 1,985,841.000 | 1,985,841.000 | 0.01 | 19,858.41 | |||
| 0070 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 98.00 | 98.000 | 29.880 | 29.880 | 675.00 | 20,169.00 | |||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0002 ROADWAY | |||||||
| 0075 | ASPHALT WEDGE CURB | 01897 | LF | 809.00 | 809.000 | 809.000 | 809.000 | 8.00 | 6,472.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 312.00 | 312.000 | 312.000 | 312.000 | 12.00 | 3,744.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 78.00 | 78.000 | 78.000 | 78.000 | 12.00 | 936.00 | |||
| 0090 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 61.00 | 61.000 | 61.000 | 0.000 | 61.000 | 22.00 | 1,342.00 | 1,342.00 | |
| 0095 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 61.00 | 61.000 | 61.000 | 0.000 | 61.000 | 22.00 | 1,342.00 | 1,342.00 | |
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,100.00 | 1,100.000 | 1,100.000 | 1,100.000 | 35.00 | 38,500.00 | |||
| 0105 | FLOWABLE FILL | 02220 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,787.50 | 2,787.500 | 2,787.500 | 2,787.500 | 38.00 | 105,925.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 412.50 | 412.500 | 412.500 | 412.500 | 55.00 | 22,687.50 | |||
| 0120 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,500.00 | 28,000.00 | |||
| 0125 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 9,000.00 | 27,000.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 1,000.00 | 34,000.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0145 | REMOVE GUARDRAIL | 02381 | LF | 22,569.10 | 22,569.100 | 22,569.100 | 22,569.100 | 1.20 | 27,082.92 | |||
| 0150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0155 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,300.00 | 16,500.00 | |||
| 0160 | CHANNEL LINING CLASS II | 02483 | TON | 234.00 | 234.000 | 183.830 | 183.830 | 100.00 | 18,383.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 1,734.000 | 1,734.000 | 7.42 | 12,866.28 | |||
| 0170 | OBJECT MARKER TYPE 2 | 02565 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0175 | DITCHING AND SHOULDERING | 02575 | LF | 28,497.00 | 28,497.000 | 28,497.000 | 28,497.000 | 9.50 | 270,721.50 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 395,000.00 | 39,500.00 | 395,000.00 | |
| 0185 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,120.00 | 10,600.00 | |||
| 0190 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0195 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0200 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 94,000.00 | 94,000.00 | |||
| 0205 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,272.00 | 5,088.00 | |||
| 0210 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0215 | CRASH CUSHION TYPE IX | 02929 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 10,000.00 | 80,000.00 | |||
| 0220 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,100.00 | 1,100.000 | 1,100.000 | 1,100.000 | 50.00 | 55,000.00 | |||
| 0225 | CLEAN ROADWAY DRAINS | 03260 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,850.00 | 9,250.00 | |||
| 0230 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 5,481.000 | 5,481.000 | 1.75 | 9,591.75 | |||
| 0235 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 664.00 | 664.000 | 450.000 | 450.000 | 45.00 | 20,250.00 | |||
| 0240 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 53.00 | 53.000 | 45.000 | 45.000 | 45.00 | 2,025.00 | |||
| 0245 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 88,299.00 | 88,299.000 | 6,220.000 | 6,220.000 | 0.28 | 1,741.60 | |||
| 0250 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 72,433.00 | 72,433.000 | 75,562.000 | 75,562.000 | 1.30 | 98,230.60 | |||
| 0255 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 55,278.00 | 55,278.000 | 62,141.000 | 62,141.000 | 1.30 | 80,783.30 | |||
| 0260 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,660.00 | 1,660.000 | 3,128.000 | 3,128.000 | 3.00 | 9,384.00 | |||
| 0265 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0270 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,000.00 | 5,000.000 | 109.000 | 109.000 | 2.25 | 245.25 | |||
| 0275 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,000.00 | 5,000.000 | 109.000 | 109.000 | 2.25 | 245.25 | |||
| 0280 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 755.00 | 755.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0285 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 625.00 | 625.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0290 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 935.00 | 935.000 | 930.000 | 930.000 | 28.00 | 26,040.00 | |||
| 0295 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 28.00 | 924.00 | |||
| 0300 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0305 | FUEL ADJUSTMENT | 10020NS | DOLL | 30,022.00 | 30,022.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 58,862.00 | 58,862.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0315 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 250.00 | 250.000 | 1,818.250 | 1,818.250 | 60.00 | 109,095.00 | |||
| 0320 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 18,537.50 | 18,537.500 | 18,537.500 | 18,537.500 | 40.00 | 741,500.00 | |||
| 0325 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 400.00 | 400.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0330 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 8.00 | 8.000 | 4.000 | 4.000 | 3,392.00 | 13,568.00 | |||
| 0335 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 8.00 | 8.000 | 8.000 | 8.000 | 3,339.00 | 26,712.00 | |||
| 0340 | QUEUE WARNING PCMS | 26137EC | MONT | 48.00 | 48.000 | 28.500 | 28.500 | 742.00 | 21,147.00 | |||
| 0345 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 48.00 | 48.000 | 0.000 | 0.000 | 450.50 | 0.00 | |||
| 8000 | EW~ Emergency Blow Up Repair | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,190.56 | 15,190.56 | |||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0003 BRIDGE NO. 056B00059L - I-71 SB BRIDGE OVER US 42 | |||||||
| 0350 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0355 | CONCRETE-CLASS M 1 REPLACE PEDESTAL | 08106 | CUYD | 1.00 | 1.000 | 0.320 | 0.320 | 4,200.00 | 1,344.00 | |||
| 0360 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 200.00 | 200.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0365 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0370 | EPOXY SAND SLURRY | 08504 | SQYD | 114.00 | 114.000 | 60.330 | 60.330 | 35.00 | 2,111.55 | |||
| 0375 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 849.00 | 849.000 | 849.000 | 849.000 | 30.00 | 25,470.00 | |||
| 0380 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 12.00 | 12.000 | 0.590 | 0.590 | 1,000.00 | 590.00 | |||
| 0385 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 47.10 | 47.100 | 66.330 | 66.330 | 2,500.00 | 165,825.00 | |||
| 0390 | BLAST CLEANING | 08549 | SQYD | 963.00 | 963.000 | 963.000 | 963.000 | 15.00 | 14,445.00 | |||
| 0395 | BEARING REPLACEMENT | 21969NN | EACH | 8.00 | 8.000 | 1.000 | 7.000 | 8.000 | 7,500.00 | 7,500.00 | 60,000.00 | |
| 0400 | JOINT SEAL REPLACEMENT | 23386EC | LF | 84.00 | 84.000 | 84.000 | 84.000 | 200.00 | 16,800.00 | |||
| 0405 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 11.00 | 11.000 | 5.700 | 5.700 | 2,500.00 | 14,250.00 | |||
| 8001 | MAINTAIN & CONTROL TRAFFIC ~Overlay/Joint | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 43,311.00 | 0.00 | |||
| 8003 | MOBILIZATION ~Overlay | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 8005 | EW~ Joint Replacement | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 48,680.00 | 0.00 | |||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0004 BRIDGE NO. 056B00059R - I-71 NB BRIDGE OVER US 42 | |||||||
| 0410 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 200.00 | 200.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0415 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0420 | EPOXY SAND SLURRY | 08504 | SQYD | 120.00 | 120.000 | 57.000 | 57.000 | 45.00 | 2,565.00 | |||
| 0425 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 896.00 | 896.000 | 896.000 | 896.000 | 30.00 | 26,880.00 | |||
| 0430 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 13.00 | 13.000 | 0.340 | 0.340 | 1,000.00 | 340.00 | |||
| 0435 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 49.70 | 49.700 | 76.290 | 76.290 | 2,500.00 | 190,725.00 | |||
| 0440 | BLAST CLEANING | 08549 | SQYD | 1,016.00 | 1,016.000 | 1,016.000 | 1,016.000 | 15.00 | 15,240.00 | |||
| 0445 | BEARING REPLACEMENT | 21969NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 7,500.00 | 60,000.00 | |||
| 0450 | JOINT SEAL REPLACEMENT | 23386EC | LF | 84.00 | 84.000 | 84.000 | 84.000 | 175.00 | 14,700.00 | |||
| 0455 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 12.00 | 12.000 | 0.680 | 0.680 | 2,500.00 | 1,700.00 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC ~Overlay/Joint | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 43,311.00 | 0.00 | |||
| 8004 | MOBILIZATION ~Overlay | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 8006 | EW~ Joint Replacement | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 80,012.00 | 0.00 | |||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0005 BRIDGE NO. 056B00056N - 1-71 SB RAMP BRIDGE OVER I-71 NB | |||||||
| 0460 | STEEL REINFORCEMENT-EPOXY COATED (ADDED 5-11-22) | 08151 | LB | 200.00 | 200.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0465 | STRUCTURAL STEEL See Note in Proposal (ADDED 5-11-22) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0470 | EPOXY SAND SLURRY (ADDED 5-11-22) | 08504 | SQYD | 47.00 | 47.000 | 41.810 | 41.810 | 40.00 | 1,672.40 | |||
| 0475 | REM EPOXY BIT FOREIGN OVERLAY (ADDED 5-11-22) | 08510 | SQYD | 375.00 | 375.000 | 375.000 | 375.000 | 30.00 | 11,250.00 | |||
| 0480 | CONC CLASS M FULL DEPTH PATCH (ADDED 5-11-22) | 08526 | CUYD | 6.00 | 6.000 | 0.330 | 0.330 | 1,000.00 | 330.00 | |||
| 0485 | CONCRETE OVERLAY-LATEX (ADDED 5-11-22) | 08534 | CUYD | 20.80 | 20.800 | 20.713 | 20.713 | 2,500.00 | 51,782.50 | |||
| 0490 | BLAST CLEANING (ADDED 5-11-22) | 08549 | SQYD | 422.00 | 422.000 | 422.000 | 422.000 | 15.00 | 6,330.00 | |||
| 0495 | JOINT SEAL REPLACEMENT (ADDED 5-11-22) | 23386EC | LF | 67.00 | 67.000 | 70.450 | 70.450 | 110.00 | 7,749.50 | |||
| 0500 | PARTIAL DEPTH PATCHING (ADDED 5-11-22) | 24094EC | CUYD | 5.00 | 5.000 | 2.325 | 2.325 | 2,200.00 | 5,115.00 | |||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0006 TRAFFIC PLANING LOOPS | |||||||
| 0505 | CONDUIT-1 1/4 IN | 04793 | LF | 120.00 | 120.000 | 125.000 | 125.000 | 32.00 | 4,000.00 | |||
| 0510 | CONDUIT-2 IN | 04795 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0515 | TRENCHING AND BACKFILLING | 04820 | LF | 140.00 | 140.000 | 132.000 | 132.000 | 8.38 | 1,106.16 | |||
| 0520 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,182.00 | 25,456.00 | |||
| 0525 | LOOP WIRE | 04830 | LF | 3,360.00 | 3,360.000 | 3,200.000 | 3,200.000 | 1.01 | 3,232.00 | |||
| 0530 | LOOP SAW SLOT AND FILL | 04895 | LF | 800.00 | 800.000 | 680.000 | 680.000 | 11.76 | 7,996.80 | |||
| 0535 | GALVANIZED STEEL CABINET | 20359NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,170.00 | 4,680.00 | |||
| 0540 | WOOD POST | 20360ES818 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 511.00 | 4,088.00 | |||
| 0545 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| Project | DE05600712223 | Fed/State Project Number | NHPP 0711 (126) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0550 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
| 0555 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 115,719.78 | 28,929.94 | 28,929.94 | |
| SUBTOT | $78,613.94 |
$7,429,375.18 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0395-1-0I |
ELAST BEARING PAD | EACH |
1.00 | 0009 | $23320.000000 | $22,154.00 | ||||||
0445-1-0I |
ELAST BEARING PAD | EACH |
1.00 | 0009 | $23320.000000 | $22,154.00 | ||||||
0395-1-0A |
ELAST BEARING PAD | EACH |
0.50 | 0010 | $23320.000000 | $-11,077.00 | ||||||
0445-1-0A |
ELAST BEARING PAD | EACH |
0.50 | 0010 | $23320.000000 | $-11,077.00 | ||||||
0395-1-0A |
ELAST BEARING PAD | EACH |
0.37 | 0011 | $23320.000000 | $-8,307.75 | ||||||
0445-1-0A |
ELAST BEARING PAD | EACH |
0.50 | 0011 | $23320.000000 | $-11,077.00 | ||||||
0395-1-0A |
ELAST BEARING PAD | EACH |
0.12 | 0025 | $23320.000000 | -2,769.25 | $-2,769.25 | |||||
| SUBTOT | $0.00 |
|||||||||||