|
Report_Id: 241005 Est NO 0042 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241005 | Estimate Number | 0042 | 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 | 01/08/2026 TO 01/21/2026 | ||||||
| Date Approved | 02/01/2026 | ||||||
| Primary Proj Number | DE03400752405 | ||||||
| Project No. | NHPP 0754(067) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | I-64/I-75 | ||||||
| Description | REDUCE CONGESTION ON I-64/I-75 FROM PARIS PIKE TO THE SOUTHE RN SPLIT MP 111.000 TO 112.900 | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 05/02/2024 | ||||
| Date Contract Executed | 05/01/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/01/2024 | Actual Completion Date | |||||
| Current Contract Amount | $47,230,195.67 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $47,014,625.12 |
Total Earnings | $21,138,637.62 |
$20,816,242.95 |
$322,394.67 |
|
| Percent Complete | 46.34 |
Stockpiled Materials | $746,383.33 |
$841,026.81 |
$-94,643.48 |
|
| Funds Available | $25,345,174.72 |
Gross Earnings | $21,885,020.95 |
$21,657,269.76 |
$227,751.19 |
|
| Total Change Orders | $215,570.55 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,885,020.95 |
$21,657,269.76 |
$227,751.19 |
|||
| Contract Id | 241005 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0042 | Project Number | NHPP 0754(067) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 01/08/2026 TO 01/21/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Removal of (13) Thermo Interstate shield pavment markings | Approved | 02/17/2025 | $17,472.00 | 0.0 | |||||
| 002 | Additional median barrier wall replacement | Approved | 10/28/2024 | $255,307.57 | 0.0 | |||||
| 004 | Split cost of PG76-22 for outside shoulders | Approved | 03/27/2025 | $27,125.00 | 0.0 | |||||
| 005 | New steel bridge diaphragms in lieu of repairing existing | Approved | 07/14/2025 | $0.00 | 0.0 | |||||
| 006 | Cement Stabilization Elimination | Approved | 05/20/2025 | $-112,494.68 | 0.0 | |||||
| 007 | Construction Revision 1 | Approved | 05/22/2025 | $28,160.66 | 0.0 | |||||
| 008 | Non Spec Material OVERRIDE | Approved | 09/18/2025 | $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 | 241005 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE03400752405 | ||||||
| Estimate Nbr | 0042 | Period | 01/08/2026 TO 01/21/2026 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | 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 | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 32,466.00 | 44,842.340 | 25,869.630 | 25,869.630 | 35.00 | 905,437.05 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 40,188.00 | 12,001.830 | 0.000 | 0.000 | 4.92 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 110.00 | 110.000 | 0.000 | 0.000 | 136.40 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 13.10 | 13.100 | 0.000 | 0.000 | 1,130.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG76-22 (REVISED 3-19-24) | 00194 | TON | 6,025.00 | 6,025.000 | 2,138.880 | 2,138.880 | 122.50 | 262,012.80 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 338.00 | 338.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 22,591.00 | 17,166.000 | 12,256.140 | 12,256.140 | 85.00 | 1,041,771.90 | |||
| 0040 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 5,083.00 | 5,083.000 | 6,147.920 | 6,147.920 | 85.00 | 522,573.20 | |||
| 0045 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 2,802.00 | 2,802.000 | 5,054.510 | 5,054.510 | 95.00 | 480,178.45 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 81.00 | 81.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0055 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 8,359.00 | 8,359.000 | 0.000 | 0.000 | 122.50 | 0.00 | |||
| 0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING (REVISED 3-19-24) | 24970EC | TON | 120.80 | 120.800 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | ASPHALT CURING SEAL | 00358 | TON | 81.00 | 24.190 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 0070 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,380.00 | 3,380.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0075 | CEMENT | 02542 | TON | 1,090.00 | 325.520 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 0085 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 8,338.00 | 8,588.000 | 1,233.240 | 1,233.240 | 18.00 | 22,198.32 | |||
| 0090 | SAND FOR BLOTTER | 02702 | TON | 102.00 | 30.460 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0095 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 127.00 | 127.000 | 0.000 | 0.000 | 122.50 | 0.00 | |||
| 0100 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 559.00 | 559.000 | 0.000 | 0.000 | 46.29 | 0.00 | |||
| 8006 | CL4 ASPH BASE 1.00D PG76-22 Shoulder Mix | 00219 | TON | 0.00 | 5,425.000 | 2,295.690 | 2,295.690 | 90.00 | 206,612.10 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0002 ROADWAY | |||||||
| 0105 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 4,216.00 | 4,216.000 | 51.220 | 51.220 | 35.00 | 1,792.70 | |||
| 0110 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,019.00 | -7,455.530 | 278.890 | 278.890 | 35.00 | 9,761.15 | |||
| 0115 | PERFORATED PIPE-4 IN | 01000 | LF | 4,445.00 | 4,445.000 | 5,150.000 | 5,150.000 | 20.00 | 103,000.00 | |||
| 0120 | PERFORATED PIPE-6 IN | 01001 | LF | 5,224.00 | 5,224.000 | 5,224.000 | 5,224.000 | 30.00 | 156,720.00 | |||
| 0125 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 432.00 | 432.000 | 774.000 | 774.000 | 20.00 | 15,480.00 | |||
| 0130 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0135 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0140 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 17.00 | 17.000 | 13.000 | 13.000 | 1,200.00 | 15,600.00 | |||
| 0145 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0150 | REMOVE PIPE | 01310 | LF | 127.00 | 127.000 | 32.000 | 32.000 | 25.00 | 800.00 | |||
| 0155 | REMOVE DROP BOX INLET | 01585 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0160 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0165 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0170 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 15.36 | 0.00 | |||
| 0180 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 967.00 | 967.000 | 843.000 | 843.000 | 15.00 | 12,645.00 | |||
| 0185 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 611.00 | 611.000 | 904.000 | 904.000 | 17.84 | 16,127.36 | |||
| 0190 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 19.49 | 0.00 | |||
| 0195 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 21,595.00 | 23,125.000 | 14,040.000 | 14,040.000 | 2.50 | 35,100.00 | |||
| 0200 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0205 | TEMP DITCH | 02159 | LF | 5,510.00 | 5,510.000 | 158.000 | 158.000 | 1.00 | 158.00 | |||
| 0210 | CLEAN TEMP DITCH | 02160 | LF | 2,755.00 | 2,755.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0215 | ROADWAY EXCAVATION | 02200 | CUYD | 105,216.00 | 99,425.500 | 62,678.000 | 62,678.000 | 33.25 | 2,084,043.50 | |||
| 0220 | GRANULAR EMBANKMENT | 02223 | CUYD | 10,550.00 | 10,550.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0225 | WATER | 02242 | MGAL | 1,044.00 | 1,044.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,373.00 | 2,713.000 | 7,870.000 | 7,870.000 | 8.36 | 65,793.20 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,882.50 | 3,882.500 | 12.500 | 12.500 | 33.53 | 419.12 | |||
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,182.07 | 0.00 | |||
| 0245 | GUARDRAIL CONNECTOR TO BRIDGE END TY A (MODIFIED) | 02363 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,513.19 | 0.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,862.53 | 3,862.53 | |||
| 0255 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,360.92 | 0.00 | |||
| 0260 | REMOVE GUARDRAIL | 02381 | LF | 9,270.00 | 9,270.000 | 10,650.000 | 10,650.000 | 2.86 | 30,459.00 | |||
| 0265 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 588.57 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,193.65 | 0.00 | |||
| 0275 | TEMP GUARDRAIL | 02397 | LF | 187.50 | 187.500 | 0.000 | 0.000 | 20.04 | 0.00 | |||
| 0280 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 8.000 | 0.000 | 0.000 | 464.70 | 0.00 | |||
| 0285 | WITNESS POST | 02432 | EACH | 4.00 | 8.000 | 0.000 | 0.000 | 207.49 | 0.00 | |||
| 0290 | CLEAN SINKHOLE | 02469 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0295 | CHANNEL LINING CLASS II | 02483 | TON | 137.00 | 322.000 | 239.870 | 239.870 | 45.00 | 10,794.15 | |||
| 0300 | CHANNEL LINING CLASS III | 02484 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0305 | CLEARING AND GRUBBING 27 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 271,000.00 | 271,000.00 | |||
| 0310 | CONCRETE-CLASS B | 02555 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,558.32 | 0.00 | |||
| 0315 | TEMPORARY SIGNS | 02562 | SQFT | 1,315.00 | 1,315.000 | 797.750 | 1,602.000 | 2,399.750 | 8.50 | 6,780.87 | 20,397.87 | |
| 0320 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 381.62 | 0.00 | |||
| 0325 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 250.00 | -30,860.000 | 249.000 | 249.000 | 2.00 | 498.00 | |||
| 0330 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 6,250.00 | 6,250.000 | 210.000 | 210.000 | 1.80 | 378.00 | |||
| 0335 | REMOVE HEADWALL | 02625 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.830 | 0.830 | 1,180,895.00 | 980,142.85 | |||
| 0345 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0350 | EDGELINE RUMBLE STRIPS | 02697 | LF | 42,845.00 | 42,845.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0355 | TEMP SILT FENCE | 02701 | LF | 4,975.00 | 4,975.000 | 1,340.000 | 1,340.000 | 1.69 | 2,264.60 | |||
| 0360 | SILT TRAP TYPE A | 02703 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0365 | SILT TRAP TYPE B | 02704 | EACH | 68.00 | 68.000 | 15.000 | 15.000 | 100.00 | 1,500.00 | |||
| 0370 | SILT TRAP TYPE C | 02705 | EACH | 68.00 | 68.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 0375 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0385 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0390 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.680 | 0.680 | 165,000.00 | 112,200.00 | |||
| 0395 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0400 | RELOCATE CRASH CUSHION | 02898 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 2,905.63 | 8,716.89 | |||
| 0405 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 20,600.00 | 22,130.000 | 17,428.000 | 17,428.000 | 18.00 | 313,704.00 | |||
| 0410 | CLEAN PIPE STRUCTURE | 03262 | EACH | 28.00 | 28.000 | 20.000 | 20.000 | 800.00 | 16,000.00 | |||
| 0415 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,309.00 | 8,759.000 | 355.560 | 355.560 | 1.64 | 583.11 | |||
| 0420 | TEMP MULCH | 05952 | SQYD | 117,337.00 | 117,337.000 | 1,933.330 | 1,933.330 | 0.25 | 483.33 | |||
| 0425 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 88,009.00 | 88,009.000 | 18,100.000 | 18,100.000 | 0.28 | 5,068.00 | |||
| 0430 | INITIAL FERTILIZER | 05963 | TON | 9.00 | 9.000 | 0.784 | 0.784 | 997.00 | 781.64 | |||
| 0435 | MAINTENANCE FERTILIZER | 05964 | TON | 5.50 | 5.500 | 0.000 | 0.000 | 997.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 176,006.00 | 176,006.000 | 15,211.110 | 15,211.110 | 0.44 | 6,692.88 | |||
| 0445 | AGRICULTURAL LIMESTONE | 05992 | TON | 109.10 | 109.100 | 9.414 | 9.414 | 94.00 | 884.91 | |||
| 0450 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 101,984.00 | 101,984.000 | 167,493.000 | 167,493.000 | 0.32 | 53,597.76 | |||
| 0455 | PAVE STRIPING REMOVAL-12 IN | 06533 | LF | 1,250.00 | 1,250.000 | 600.000 | 600.000 | 1.10 | 660.00 | |||
| 0460 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 37,198.00 | 37,198.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0465 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 33,333.00 | 33,333.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0470 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 6,176.00 | 6,176.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0475 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,041.00 | 1,041.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0480 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0485 | CONCRETE-CLASS A | 08100 | CUYD | 46.00 | 46.000 | 46.000 | 46.000 | 922.64 | 42,441.44 | |||
| 0490 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 8,369.07 | 33,476.28 | |||
| 0495 | FUEL ADJUSTMENT | 10020NS | DOLL | 103,036.00 | 103,036.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 173,981.00 | 173,981.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0505 | OBJECT MARKER TY 3 | 20191ED | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 62.54 | 62.54 | |||
| 0510 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 300.00 | 300.000 | 868.750 | 868.750 | 80.00 | 69,500.00 | |||
| 0515 | SAW CUT | 20430ED | LF | 29,040.00 | 29,969.000 | 24,614.000 | 24,614.000 | 2.00 | 49,228.00 | |||
| 0520 | REMOVE BARRIER | 20591EC | LF | 5,591.00 | 5,591.000 | 6,539.000 | 6,539.000 | 17.33 | 113,320.87 | |||
| 0525 | CONC MEDIAN BARRIER TYPE 12C2-50 IN | 21288ND | LF | 4,532.00 | 4,532.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0530 | LONGITUDINAL EDGE KEY | 21289ED | LF | 29,040.00 | 29,040.000 | 23,324.000 | 23,324.000 | 3.00 | 69,972.00 | |||
| 0535 | CONC MEDIAN BARRIER TYPE 14C2(50) | 21383ES508 | LF | 109.00 | 109.000 | 109.000 | 109.000 | 275.00 | 29,975.00 | |||
| 0540 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 45,262.00 | 45,262.000 | 55,218.000 | 55,218.000 | 0.55 | 30,369.90 | |||
| 0545 | CONCRETE MEDIAN BARRIER TY 14C(50) | 23044ES508 | LF | 4,937.00 | 5,866.000 | 5,836.500 | 5,836.500 | 140.00 | 817,110.00 | |||
| 0550 | PAVE MARK TY 1 TAPE DOTTED LANE EXT | 23254ES717 | LF | 230.00 | 230.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0555 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 4,487.00 | 4,487.000 | 0.000 | 0.000 | 5.62 | 0.00 | |||
| 0560 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0565 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 986.00 | 986.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0570 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 1,725.00 | 1,725.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0575 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 0580 | CONC MEDIAN BARRIER TYPE 14C1(50) | 24388ES508 | LF | 120.00 | 120.000 | 93.500 | 93.500 | 350.00 | 32,725.00 | |||
| 0585 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 381.62 | 0.00 | |||
| 0590 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,757.00 | 1,757.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0595 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0600 | PIPELINE INSPECTION | 24814EC | LF | 4,621.00 | 4,621.000 | 5,248.600 | 5,248.600 | 2.25 | 11,809.35 | |||
| 0605 | PAVE MARKING-THERMO ELONG ROUTE SHIELD | 24899EC | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0610 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 1,620.00 | 1,620.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0615 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,182.07 | 0.00 | |||
| 0620 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 25.50 | 25.500 | 7.000 | 7.000 | 4,500.00 | 31,500.00 | |||
| 0625 | PAVE STRIPE-WET REF TAPE-12 IN W | 25120EC | LF | 68.00 | 68.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0630 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 25.50 | 25.500 | 7.000 | 7.000 | 1,500.00 | 10,500.00 | |||
| 0635 | QUEUE WARNING PCMS (REVISED 3-19-24) | 26137EC | MONT | 229.50 | 229.500 | 63.000 | 63.000 | 395.00 | 24,885.00 | |||
| 0640 | QUEUE WARNING PORTABLE RADAR SENSORS (REVISED 3-18-24) | 26138EC | MONT | 229.50 | 229.500 | 6.000 | 6.000 | 0.01 | 0.06 | |||
| 8000 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 0.00 | 2,080.000 | 1,664.000 | 1,664.000 | 8.40 | 13,977.60 | |||
| 8001 | CONC MED BARR BOX INLET TY 14B2 asymmetrical inlet | 01615 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 13,500.00 | 0.00 | |||
| 8002 | REMOVE BARRIER | 20591EC | LF | 0.00 | 929.000 | 0.000 | 0.000 | 17.33 | 0.00 | |||
| 8003 | EW~ Mass concrete for filling 5ft x 8in trench around new wall | 10091EX | CUYD | 0.00 | 50.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 8004 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 40,425.00 | 0.00 | |||
| 8005 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 8008 | GEOGRID REINFORCEMENT FOR SUBGRADE Geogrid NX750 | 00005 | SQYD | 0.00 | 43,048.140 | 15,797.980 | 15,797.980 | 5.95 | 93,997.98 | |||
| 8009 | ROADWAY EXCAVATION-SPECIAL Roadway Excavation 5" | 22978EN | CUYD | 0.00 | 5,978.910 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 8015 | NON-SPEC MATERIAL Brace Band Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8017 | EW~ hydrolocation of existing 30 in force main | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8018 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0003 DRAINAGE | |||||||
| 0645 | CULVERT PIPE-54 IN | 00471 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 350.00 | 11,900.00 | |||
| 0650 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,210.00 | 1,210.000 | 1,130.000 | 1,130.000 | 65.00 | 73,450.00 | |||
| 0655 | STORM SEWER PIPE-18 IN | 00522 | LF | 837.00 | 837.000 | 808.000 | 808.000 | 100.00 | 80,800.00 | |||
| 0660 | STORM SEWER PIPE-24 IN | 00524 | LF | 246.00 | 246.000 | 212.000 | 212.000 | 125.00 | 26,500.00 | |||
| 0665 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,688.00 | 1,688.000 | 1,634.000 | 1,634.000 | 125.00 | 204,250.00 | |||
| 0670 | STORM SEWER PIPE-36 IN | 00528 | LF | 511.00 | 511.000 | 503.000 | 503.000 | 145.00 | 72,935.00 | |||
| 0675 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0680 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 0685 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0690 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,900.00 | 0.00 | |||
| 0695 | CONC MED BARR BOX INLET TY 14A2 | 01614 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0700 | CONC MED BARR BOX INLET TY 14B2 (REV 3-19-24) | 01615 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 12,500.00 | 87,500.00 | |||
| 0705 | CONC MED BARR BOX INLET TY 14B2 ASYMMETRICAL (REV 3-19-24) | 01615 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 13,500.00 | 81,000.00 | |||
| 0710 | CONC MED BARR BOX INLET TY 14B2 ASYMMETRICAL & MODIFED (REV 3-19-24) | 01615 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 13,700.00 | 13,700.00 | |||
| 0715 | CONC MED BARR BOX INLET TY 14B2 MODIFIED (REV 3-19-24) | 01615 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,800.00 | 27,600.00 | |||
| 0720 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0725 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0730 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0735 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0740 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 9,826.00 | 9,826.000 | 7,045.020 | 7,045.020 | 2.00 | 14,090.04 | |||
| 0745 | CONCRETE-CLASS A | 08100 | CUYD | 1.50 | 1.500 | 1.500 | 1.500 | 2,850.00 | 4,275.00 | |||
| 0750 | CONC MED BARR BOX INLET TY 12A1-50 | 22620NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0755 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 165.00 | 165.000 | 165.000 | 165.000 | 550.00 | 90,750.00 | |||
| 0760 | CONC MED BARR BOX INLET TY 12B1-50(MOD) | 23977EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0765 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,400.00 | 9,400.00 | |||
| 0770 | PREFAB BEND CONNECTION 25 DEG-15 IN | 24377EC | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0004 BRIDGE- 8.0' X 5.0' CULVERT EXTENSION | |||||||
| 0775 | GRANULAR EMBANKMENT | 02223 | CUYD | 60.00 | 60.000 | 18.370 | 18.370 | 35.00 | 642.95 | |||
| 0780 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 1.50 | 1.500 | 0.000 | 0.000 | 960.00 | 0.00 | |||
| 0785 | FOUNDATION PREPARATION CULVERT | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 35.80 | 35.800 | 35.800 | 35.800 | 1,630.00 | 58,354.00 | |||
| 0795 | STEEL REINFORCEMENT | 08150 | LB | 6,410.00 | 6,410.000 | 6,410.000 | 6,410.000 | 2.00 | 12,820.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0005 BRIDGE- I-64/I-75 OVER US68 (PARIS PIKE) | |||||||
| 0800 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 176.00 | 176.000 | 50.680 | 50.680 | 130.00 | 6,588.40 | |||
| 0805 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 186.80 | 186.800 | 186.000 | 186.000 | 1,320.00 | 245,520.00 | |||
| 0810 | MASONRY COATING | 02998 | SQYD | 4,079.00 | 4,079.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0815 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 124.20 | 124.200 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 0820 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 248.60 | 248.600 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 0825 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 54.00 | 54.000 | 31.000 | 31.000 | 145.00 | 4,495.00 | |||
| 0830 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0835 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 338.00 | 338.000 | 415.530 | 415.530 | 200.00 | 83,106.00 | |||
| 0840 | TEST PILES | 08033 | LF | 83.00 | 83.000 | 83.000 | 83.000 | 178.00 | 14,774.00 | |||
| 0845 | PILES-STEEL HP12X53 | 08046 | LF | 518.00 | 518.000 | 601.227 | 601.227 | 120.00 | 72,147.24 | |||
| 0850 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 18.000 | 18.000 | 195.00 | 3,510.00 | |||
| 0855 | CONCRETE-CLASS A | 08100 | CUYD | 515.00 | 515.000 | 474.209 | 474.209 | 1,080.00 | 512,145.72 | |||
| 0860 | CONCRETE-CLASS AA | 08104 | CUYD | 417.10 | 417.100 | 220.300 | 220.300 | 2,120.00 | 467,036.00 | |||
| 0865 | MECHANICAL REINF COUPLER #14 | 08137 | EACH | 120.00 | 120.000 | 120.000 | 120.000 | 245.00 | 29,400.00 | |||
| 0870 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 4,720.00 | 4,720.000 | 1,149.000 | 1,149.000 | 60.00 | 68,940.00 | |||
| 0875 | STEEL REINFORCEMENT | 08150 | LB | 85,588.00 | 85,588.000 | 65,961.000 | 65,961.000 | 1.86 | 122,687.46 | |||
| 0880 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 145,190.00 | 145,190.000 | 111,330.000 | 111,330.000 | 1.74 | 193,714.20 | |||
| 0885 | STRUCTURAL STEEL 395642 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,630,000.00 | 1,630,000.00 | |||
| 0890 | SHEAR CONNECTORS 5670 EA | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 61,000.00 | 61,000.00 | |||
| 0895 | CLEAN & PAINT STRUCTURAL STEEL 48555 SF | 08434 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,505,000.00 | 0.00 | |||
| 0900 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 27.40 | 27.400 | 15.700 | 15.700 | 250.00 | 3,925.00 | |||
| 0905 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 6,812.00 | 6,812.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0910 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 0915 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 283.80 | 283.800 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0920 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0925 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 148.00 | 148.000 | 144.180 | 144.180 | 2,325.00 | 335,218.50 | |||
| 0930 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 147.00 | 147.000 | 146.960 | 146.960 | 2,100.00 | 308,616.00 | |||
| 0935 | ROCK SOUNDINGS | 20745ED | LF | 163.00 | 163.000 | 158.200 | 158.200 | 135.00 | 21,357.00 | |||
| 0940 | ROCK CORINGS | 20746ED | LF | 147.00 | 147.000 | 312.000 | 312.000 | 170.00 | 53,040.00 | |||
| 0945 | CSL TESTING (4 TUBES) | 21321NC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,525.00 | 30,300.00 | |||
| 0950 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 57.10 | 57.100 | 55.000 | 55.000 | 395.00 | 21,725.00 | |||
| 0955 | CONCRETE SEALING | 23378EC | SQFT | 96,393.00 | 96,393.000 | 0.000 | 0.000 | 1.07 | 0.00 | |||
| 0960 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 1,420.00 | 0.00 | |||
| 0965 | DRILL HOLES IN STEEL MEMBERS | 24409EC | EACH | 156.00 | 108.000 | 116.000 | 116.000 | 1,475.00 | 171,100.00 | |||
| 0970 | BRIDGE CLEANING 2022 SF | 24981EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0975 | CONCRETE COATING 4081 SY | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.00 | 0.00 | |||
| 0980 | FRP WRAP | 25015EC | SQFT | 633.00 | 633.000 | 572.000 | 572.000 | 225.00 | 128,700.00 | |||
| 0985 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 1,038.00 | 1,038.000 | 0.000 | 0.000 | 163.00 | 0.00 | |||
| 0990 | STRIP SEAL EXPANSION JOINT - 4 INCH (REVISED 3-19-2024) | 25047EC | LF | 54.80 | 54.800 | 31.400 | 31.400 | 335.00 | 10,519.00 | |||
| 8010 | STEEL DIAPHRAGM | 24991ED | EACH | 0.00 | 12.000 | 10.000 | 10.000 | 5,900.00 | 59,000.00 | |||
| 8016 | NON-SPEC MATERIAL Brace Band Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0006 BRIDGE- SOUND BARRIER WALL | |||||||
| 0995 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 928.00 | 928.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1000 | FLOWABLE FILL | 02220 | CUYD | 585.00 | 585.000 | 48.000 | 48.000 | 345.00 | 16,560.00 | |||
| 1005 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 760.00 | 760.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 1010 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 31.00 | 31.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1015 | PRE-DRILLING FOR PILES (SOIL) (REV 3-19-24) | 08039 | LF | 3,034.00 | 3,034.000 | 922.200 | 922.200 | 200.00 | 184,440.00 | |||
| 1025 | CONCRETE-CLASS A MOD | 08101 | CUYD | 1,170.00 | 1,170.000 | 522.160 | 522.160 | 408.00 | 213,041.28 | |||
| 1030 | SOUND BARRIER WALL | 21590EN | SQFT | 203,795.00 | 203,795.000 | 10,400.000 | 10,400.000 | 44.25 | 460,200.00 | |||
| 1035 | CONCRETE SEALING | 23378EC | SQFT | 406,683.00 | 406,683.000 | 0.000 | 0.000 | 0.92 | 0.00 | |||
| 1040 | CONCRETE LAGGING | 23642EC | SQFT | 17,457.00 | 17,457.000 | 0.000 | 0.000 | 43.50 | 0.00 | |||
| 1045 | TIMBER LAGGING | 24132EC | SQFT | 12,543.00 | 12,543.000 | 2,752.000 | 732.000 | 3,484.000 | 19.00 | 52,288.00 | 66,196.00 | |
| 1050 | DRAINAGE GEOCOMPOSITE | 24461ED | SQYD | 1,287.00 | 1,287.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 1055 | DRILLED SHAFT-36 IN SOLID ROCK (REVISED 3-19-24) | 26172EC | LF | 3,075.00 | 3,075.000 | 114.650 | 2,346.000 | 2,460.650 | 779.00 | 89,312.35 | 1,916,846.35 | |
| 1060 | DRILLED SHAFT-42 IN COMMON | 26173EC | LF | 5,728.00 | 5,728.000 | 130.000 | 5,375.500 | 5,505.500 | 195.00 | 25,350.00 | 1,073,572.50 | |
| 1065 | PILES-STEEL W21 X 101 | 26229EC | LF | 2,998.00 | 2,998.000 | 342.000 | 1,153.360 | 1,495.360 | 180.00 | 61,560.00 | 269,164.80 | |
| 1070 | PILES-STEEL W21 X 147 | 26230EC | LF | 5,545.00 | 5,545.000 | 364.870 | 2,278.310 | 2,643.180 | 197.00 | 71,879.39 | 520,706.46 | |
| 1410 | PERMANENT STEEL CASING (ADDED 3-19-24) | 24884ED | LF | 300.00 | 300.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1415 | PRE-DRILLING FOR PILES (ROCK) (REVISED 3-19-24) | 08039 | LF | 2,599.00 | 2,599.000 | 801.000 | 801.000 | 473.00 | 378,873.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0007 LIGHTING | |||||||
| 1075 | POLE 30 FT MTG HT | 04700 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 1,900.00 | 32,300.00 | |||
| 1080 | POLE 40 FT MTG HT | 04701 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1085 | BRACKET 10 FT | 04723 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1090 | BRACKET 12 FT | 04724 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1095 | BRACKET 15 FT | 04725 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 470.00 | 0.00 | |||
| 1100 | BRACKET C | 04730 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 480.00 | 8,160.00 | |||
| 1105 | POLE BASE | 04740 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1110 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 2,000.00 | 34,000.00 | |||
| 1115 | TRANSFORMER BASE | 04750 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1120 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 18,774.06 | 0.00 | |||
| 1125 | FUSED CONNECTOR KIT | 04780 | EACH | 60.00 | 60.000 | 34.000 | 34.000 | 125.00 | 4,250.00 | |||
| 1130 | CONDUIT-1 1/4 IN | 04793 | LF | 3,630.00 | 3,630.000 | 0.000 | 0.000 | 6.73 | 0.00 | |||
| 1135 | CONDUIT-2 IN | 04795 | LF | 240.00 | 240.000 | 240.000 | 240.000 | 9.33 | 2,239.20 | |||
| 1140 | TRENCHING AND BACKFILLING | 04820 | LF | 3,580.00 | 3,580.000 | 0.000 | 0.000 | 10.80 | 0.00 | |||
| 1145 | WIRE-NO. 12 | 04832 | LF | 4,014.00 | 4,014.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1150 | WIRE-NO. 8 | 04833 | LF | 7,060.00 | 7,060.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 1155 | WIRE-NO. 6 | 04834 | LF | 9,040.00 | 9,040.000 | 8,640.000 | 8,640.000 | 1.90 | 16,416.00 | |||
| 1160 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
| 1165 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1170 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | LF | 4,260.00 | 4,260.000 | 4,506.000 | 4,506.000 | 20.00 | 90,120.00 | |||
| 1175 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.500 | 0.500 | 120,000.00 | 60,000.00 | |||
| 1180 | BORE AND JACK CONDUIT | 21543EN | LF | 240.00 | 240.000 | 240.000 | 240.000 | 15.00 | 3,600.00 | |||
| 1185 | WIRE-NO. 10 | 23778EC | LF | 8,050.00 | 8,050.000 | 4,520.000 | 4,520.000 | 1.35 | 6,102.00 | |||
| 1190 | LED LUMINAIRE | 24589ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1195 | REMOVE STORE & REINSTALL LED LUMINAIRE | 24751ED | EACH | 26.00 | 26.000 | 17.000 | 17.000 | 250.00 | 4,250.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0008 SIGNING | |||||||
| 1200 | BARRIER MOUNTING BRACKET | 04904 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 423.01 | 0.00 | |||
| 1205 | OSS GALV STEEL CANTILEVER MOD | 06201 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 107,977.73 | 0.00 | |||
| 1210 | GMSS GALV STEEL TYPE A | 06400 | LB | 1,257.00 | 1,257.000 | 0.000 | 0.000 | 6.48 | 0.00 | |||
| 1215 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 3,010.00 | 3,010.000 | 0.000 | 0.000 | 36.65 | 0.00 | |||
| 1220 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 63.00 | 63.000 | 0.000 | 0.000 | 41.18 | 0.00 | |||
| 1225 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 380.00 | 380.000 | 0.000 | 0.000 | 43.67 | 0.00 | |||
| 1230 | STEEL POST TYPE 1 | 06410 | LF | 626.00 | 626.000 | 0.000 | 0.000 | 32.82 | 0.00 | |||
| 1235 | GMSS GALV STEEL TYPE C | 06441 | LB | 2,715.00 | 2,715.000 | 0.000 | 0.000 | 8.04 | 0.00 | |||
| 1240 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1245 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1250 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 183.79 | 0.00 | |||
| 1255 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 17.80 | 17.800 | 0.000 | 0.000 | 2,870.99 | 0.00 | |||
| 1260 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 792.00 | 792.000 | 0.000 | 0.000 | 5.05 | 0.00 | |||
| 1265 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 781.74 | 0.00 | |||
| 1270 | ROADWAY CROSS SECTION | 20419ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 257.45 | 0.00 | |||
| 1275 | REMOVE SIGN | 21373ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,470.29 | 0.00 | |||
| 1280 | GMSS TYPE D | 21596ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 625.40 | 0.00 | |||
| 1285 | BARCODE SIGN INVENTORY | 24631EC | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 45.95 | 0.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0009 UTILITY-IT WEB CAMERA | |||||||
| 1290 | POLE BASE | 04740 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1295 | CONDUIT-2 IN | 04795 | LF | 182.00 | 182.000 | 185.000 | 0.000 | 185.000 | 9.33 | 1,726.05 | 1,726.05 | |
| 1300 | TRENCHING AND BACKFILLING | 04820 | LF | 182.00 | 182.000 | 185.000 | 0.000 | 185.000 | 10.80 | 1,998.00 | 1,998.00 | |
| 1305 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 6.24 | 0.00 | |||
| 1310 | REMOVE POLE BASE | 04941 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1315 | SITE PREPARATION I-75 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 10,000.00 | 10,000.00 | 10,000.00 | |
| 1320 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1325 | INSTALL CCTV CONTROL CABLE | 22661EN | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1330 | POLE 20 FT MTG HT | 23225EC | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,500.00 | 1,500.00 | 1,500.00 | |
| 1335 | ELECTRICAL SERVICE CONNECTION | 23758EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1340 | REMOVE AND RELOCATE CCTV POLE | 23828NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 1345 | ADVANCED GROUNDING SYSTEM | 23944EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 1350 | RELOCATE WEB CAMERA ASSEMBLY | 24605ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0010 TRAFFIC LOOPS | |||||||
| 1355 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 6.73 | 0.00 | |||
| 1360 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 9.33 | 0.00 | |||
| 1365 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 10.80 | 0.00 | |||
| 1370 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1375 | LOOP WIRE | 04830 | LF | 4,300.00 | 4,300.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1380 | LOOP SAW SLOT AND FILL | 04895 | LF | 650.00 | 650.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1385 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1390 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1395 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE03400752405 | Fed/State Project Number | NHPP 0754(067) | Category | 0011 MOBILIZATION & DEMOBILIZATION | |||||||
| 1400 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 750,000.00 | 750,000.00 | |||
| 1405 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 706,000.00 | 0.00 | |||
| SUBTOT | $322,394.66 |
$21,138,637.58 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0870-1-0I |
STEEL, SPLICE EPOXY | EACH |
4,720.00 | 0014 | $33.734500 | $159,226.84 | ||||||
0885-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $151926.880000 | $151,926.88 | ||||||
0885-3-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $253319.300000 | $253,319.30 | ||||||
0885-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $495076.230000 | $495,076.23 | ||||||
0885-4-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0019 | $61303.790000 | $61,303.79 | ||||||
1065-1-0I |
PILES | LF |
2,998.00 | 0033 | $104.152760 | $0.00 | ||||||
1070-1-0I |
PILES | LF |
5,545.00 | 0033 | $140.362500 | $0.00 | ||||||
1065-2-0I |
PILES | LF |
1,910.37 | 0038 | $104.152800 | $198,970.31 | ||||||
1070-4-0I |
PILES | LF |
3,454.86 | 0038 | $13.904310 | $45,635.55 | ||||||
1070-3-0I |
PILES | LF |
3,454.86 | 0038 | $148.556050 | $513,240.33 | ||||||
0885-4-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0024 | $61303.790000 | $-9,195.57 | ||||||
0885-3-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0024 | $253319.300000 | $-37,997.89 | ||||||
0885-2-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0024 | $495076.230000 | $-74,261.43 | ||||||
0885-1-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0024 | $151926.880000 | $-22,789.03 | ||||||
0885-4-0A |
STEEL, STRUCTURAL | LS |
0.35 | 0030 | $61303.790000 | $-21,456.33 | ||||||
0885-3-0A |
STEEL, STRUCTURAL | LS |
0.35 | 0030 | $253319.300000 | $-88,661.75 | ||||||
0885-2-0A |
STEEL, STRUCTURAL | LS |
0.35 | 0030 | $495076.230000 | $-173,276.68 | ||||||
0885-1-0A |
STEEL, STRUCTURAL | LS |
0.35 | 0030 | $151926.880000 | $-53,174.41 | ||||||
0885-4-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0033 | $61303.790000 | $-9,195.57 | ||||||
0885-3-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0033 | $253319.300000 | $-37,997.89 | ||||||
0885-2-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0033 | $495076.230000 | $-74,261.43 | ||||||
0885-1-0A |
STEEL, STRUCTURAL | LS |
0.15 | 0033 | $151926.880000 | $-22,789.03 | ||||||
1065-1-0A |
PILES | LF |
262.21 | 0033 | $104.152760 | $0.00 | ||||||
1070-1-0A |
PILES | LF |
245.91 | 0033 | $140.362500 | $0.00 | ||||||
0885-4-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0034 | $61303.790000 | $-18,391.14 | ||||||
0885-3-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0034 | $253319.300000 | $-75,995.79 | ||||||
0885-2-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0034 | $495076.230000 | $-148,522.87 | ||||||
0885-1-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0034 | $151926.880000 | $-45,578.06 | ||||||
1065-1-0A |
PILES | LF |
230.72 | 0034 | $104.152760 | $0.00 | ||||||
1070-1-0A |
PILES | LF |
211.59 | 0034 | $140.362500 | $0.00 | ||||||
1065-1-0A |
PILES | LF |
261.30 | 0035 | $104.152760 | $0.00 | ||||||
1070-1-0A |
PILES | LF |
683.24 | 0035 | $140.362500 | $0.00 | ||||||
0870-1-0A |
STEEL, SPLICE EPOXY | EACH |
1,149.00 | 0036 | $33.734500 | $-38,760.94 | ||||||
1065-1-0A |
PILES | LF |
68.02 | 0036 | $104.152760 | $0.00 | ||||||
1070-1-0A |
PILES | LF |
449.98 | 0036 | $140.362500 | $0.00 | ||||||
1065-1-0A |
PILES | LF |
116.14 | 0037 | $104.152760 | $0.00 | ||||||
1070-1-0A |
PILES | LF |
176.70 | 0037 | $140.362500 | $0.00 | ||||||
1070-4-0A |
PILES | LF |
188.17 | 0038 | $13.904310 | $-2,485.55 | ||||||
1070-3-0A |
PILES | LF |
188.17 | 0038 | $148.556050 | $-27,953.79 | ||||||
0885-4-0A |
STEEL, STRUCTURAL | LS |
0.05 | 0039 | $61303.790000 | $-3,065.18 | ||||||
0885-3-0A |
STEEL, STRUCTURAL | LS |
0.05 | 0039 | $253319.300000 | $-12,665.98 | ||||||
0885-2-0A |
STEEL, STRUCTURAL | LS |
0.05 | 0039 | $495076.230000 | $-24,753.82 | ||||||
0885-1-0A |
STEEL, STRUCTURAL | LS |
0.05 | 0039 | $151926.880000 | $-7,596.35 | ||||||
1065-2-0A |
PILES | LF |
65.73 | 0039 | $104.152800 | $-6,845.96 | ||||||
1065-2-0A |
PILES | LF |
342.00 | 0042 | $104.152800 | -35,620.24 | $-35,620.24 | |||||
1070-4-0A |
PILES | LF |
364.87 | 0042 | $13.904310 | -4,819.60 | $-4,819.60 | |||||
1070-3-0A |
PILES | LF |
364.87 | 0042 | $148.556050 | -54,203.64 | $-54,203.64 | |||||
1065-10C |
PILES | LF |
0.00 | 0038 | $0.000000 | $0.00 | ||||||
1070-10C |
PILES | LF |
0.00 | 0038 | $0.000000 | $0.00 | ||||||
| SUBTOT | $746,383.31 |
|||||||||||