|
Report_Id: 221321 Est NO 0064 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221321 | Estimate Number | 0064 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08320) Taylor, Tracy J. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code KY0036473 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/11/2025 TO 01/24/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE10401272210 | ||||||
| Project No. | NHPP 1271 (122), NHPP 1271 (122) | ||||||
| Primary County | CLINTON | ||||||
| Name of Road | US127 | ||||||
| Description | CONSTRUCT NEW ROAD BEGINNING AT THE CLINTON COUNTY LINE EXTE NDING N 3.859 MI TO THE NORTH BANK OF THE CUMBERLAND RI (SUR | ||||||
| Date Let | 05/26/2022 | Formal Acceptance | |||||
| Date Awarded | 06/02/2022 | Date Work Began | 09/08/2022 | ||||
| Date Contract Executed | 07/19/2022 | Open To Traffic | |||||
| Date NTP Issued | 07/19/2022 | Actual Completion Date | |||||
| Current Contract Amount | $105,706,986.54 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $105,454,201.10 |
Total Earnings | $53,040,836.87 |
$52,836,455.36 |
$204,381.51 |
|
| Percent Complete | 58.79 |
Stockpiled Materials | $9,099,386.56 |
$9,099,386.56 |
$0.00 |
|
| Funds Available | $43,566,763.11 |
Gross Earnings | $62,140,223.43 |
$61,935,841.92 |
$204,381.51 |
|
| Total Change Orders | $252,785.44 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $62,140,223.43 |
$61,935,841.92 |
$204,381.51 |
|||
| Contract Id | 221321 | Change Order Summary |
County | CLINTON | ||||||
| Estimate Nbr | 0064 | Project Number | NHPP 1271 (122), NHPP 1271 (122) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 01/11/2025 TO 01/24/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | TBB, Crushed Agg. Size No. 2 (Permit Delay), Fuel/Asph Adj | Approved | 01/18/2023 | $31,374.00 | 50.0 | |||||
| 002 | Structural Mass Concrete/Bridge Items | Approved | 02/27/2023 | $105,028.90 | 2.0 | |||||
| 003 | Structural Mass Concrete Bridge 27545 | Approved | 04/25/2023 | $15,942.40 | 1.0 | |||||
| 004 | Structural Mass Concrete | Approved | 07/11/2023 | $216,161.43 | 4.0 | |||||
| 005 | Value Engineering Culvert Pipe Sta 650+00 | Approved | 07/20/2023 | $-54,129.52 | 0.0 | |||||
| 006 | Value Engineering Rock Lick Bridge (27543) | Approved | 11/08/2023 | $-235,814.75 | 0.0 | |||||
| 007 | Mass Concrete, Crushed Aggregate Slope Protection, Etc. | Approved | 03/26/2024 | $158,422.70 | 3.0 | |||||
| 008 | IBCF and ILF (Environmental Cost) | Approved | 08/09/2024 | $0.00 | 0.0 | |||||
| 009 | Slope Stability & Hydraulic Analysis, Cavity Stabilization | Approved | 02/12/2025 | $15,800.28 | 8.0 | |||||
| 010 | Non Spec Material OVERRIDE | Approved | 07/17/2024 | $0.00 | 0.0 | |||||
| 011 | Non Spec Material OVERRIDE | Approved | 08/23/2024 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 221321 | COMMONWEALTH OF KENTUCKY |
County | CLINTON | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE10401272210 | ||||||
| Estimate Nbr | 0064 | Period | 01/11/2025 TO 01/24/2025 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0001 PAVING - ASPHALT | |||||||
| 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 | CRUSHED STONE BASE | 00003 | TON | 17,935.00 | 17,935.000 | 0.000 | 0.000 | 27.20 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 142.00 | 142.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 1,425.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 132.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 12,745.00 | 12,745.000 | 0.000 | 0.000 | 101.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,404.00 | 3,404.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0040 | PAVEMENT ADJUSTMENT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 227,995.00 | 0.00 | |||
| 0045 | JOINT ADHESIVE | 20071EC | LF | 13,055.00 | 13,055.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0050 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 11,562.00 | 11,562.000 | 0.000 | 0.000 | 3.35 | 0.00 | |||
| 0055 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 730,530.00 | 730,530.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0004 ROADWAY | |||||||
| 0175 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 54.52 | 0.00 | |||
| 0180 | PERFORATED PIPE-4 IN | 01000 | LF | 1,013.00 | 1,013.000 | 0.000 | 0.000 | 15.65 | 0.00 | |||
| 0185 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 404.00 | 404.000 | 0.000 | 0.000 | 13.76 | 0.00 | |||
| 0190 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0195 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 660.00 | 0.00 | |||
| 0200 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 0205 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0210 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0215 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 0220 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0225 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0230 | TEMP DITCH | 02159 | LF | 5,094.00 | 5,094.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0235 | CLEAN TEMP DITCH | 02160 | LF | 2,547.00 | 2,547.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0240 | ROADWAY EXCAVATION | 02200 | CUYD | 1,475,055.00 | 1,475,055.000 | 30,336.000 | 545,738.000 | 576,074.000 | 4.94 | 149,859.84 | 2,845,805.56 | |
| 0245 | WATER | 02242 | MGAL | 145.00 | 145.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0250 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 16,782.00 | 16,782.000 | 0.000 | 0.000 | 10.16 | 0.00 | |||
| 0255 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0265 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0270 | REMOVE GUARDRAIL | 02381 | LF | 3,375.00 | 3,375.000 | 37.500 | 37.500 | 2.50 | 93.75 | |||
| 0275 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0280 | TEMP GUARDRAIL | 02397 | LF | 387.50 | 387.500 | 500.000 | 500.000 | 15.00 | 7,500.00 | |||
| 0285 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0290 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0295 | CHANNEL LINING CLASS IV | 02488 | CUYD | 8,365.00 | 8,365.000 | 331.670 | 331.670 | 10.30 | 3,416.20 | |||
| 0300 | CLEARING AND GRUBBING (CLINTON-89 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 975,000.00 | 975,000.00 | |||
| 0305 | CONCRETE-CLASS B | 02555 | CUYD | 538.20 | 538.200 | 0.000 | 0.000 | 330.64 | 0.00 | |||
| 0310 | TEMPORARY SIGNS | 02562 | SQFT | 355.00 | 355.000 | 251.000 | 251.000 | 19.08 | 4,789.08 | |||
| 0315 | EDGE KEY | 02585 | LF | 41.40 | 41.400 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0320 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 8,850.00 | 8,850.000 | 233.000 | 233.000 | 3.19 | 743.27 | |||
| 0325 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 5,200.00 | 5,200.000 | 3,133.780 | 3,133.780 | 2.00 | 6,267.56 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC (CLINTON) | 02650 | LS | 1.00 | 1.000 | 0.540 | 0.540 | 55,000.00 | 29,700.00 | |||
| 0335 | DIVERSIONS (BY-PASS DETOURS) (STA 34+50 - STA 39+50 OLD US 127) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0340 | DIVERSIONS (BY-PASS DETOURS) (STA 58+60 - STA 60+60 OLD US 127) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0345 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 0350 | SHOULDER RUMBLE STRIPS | 02696 | LF | 10,170.00 | 10,170.000 | 0.000 | 0.000 | 0.08 | 0.00 | |||
| 0355 | EDGELINE RUMBLE STRIPS | 02697 | LF | 4,854.00 | 4,854.000 | 0.000 | 0.000 | 0.07 | 0.00 | |||
| 0360 | TEMP SILT FENCE | 02701 | LF | 5,094.00 | 5,094.000 | 660.000 | 660.000 | 3.40 | 2,244.00 | |||
| 0365 | SILT TRAP TYPE A | 02703 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0370 | SILT TRAP TYPE B | 02704 | EACH | 89.00 | 89.000 | 3.000 | 3.000 | 160.00 | 480.00 | |||
| 0375 | SILT TRAP TYPE C | 02705 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0385 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0390 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0395 | SEDIMENTATION BASIN | 02711 | CUYD | 2,590.00 | 2,590.000 | 0.000 | 0.000 | 4.65 | 0.00 | |||
| 0400 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 2,590.00 | 2,590.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0405 | STAKING (CLINTON) | 02726 | LS | 1.00 | 1.000 | 0.540 | 0.540 | 85,000.00 | 45,900.00 | |||
| 0410 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0415 | EROSION CONTROL BLANKET | 05950 | SQYD | 21,720.00 | 21,720.000 | 0.000 | 0.000 | 1.41 | 0.00 | |||
| 0420 | TEMP MULCH | 05952 | SQYD | 289,600.00 | 289,600.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0425 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 217,200.00 | 217,200.000 | 45,940.330 | 45,940.330 | 0.20 | 9,188.06 | |||
| 0430 | INITIAL FERTILIZER | 05963 | TON | 8.80 | 8.800 | 0.000 | 0.000 | 880.00 | 0.00 | |||
| 0435 | MAINTENANCE FERTILIZER | 05964 | TON | 14.70 | 14.700 | 0.000 | 0.000 | 880.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 262,200.00 | 262,200.000 | 1,950.000 | 1,950.000 | 0.34 | 663.00 | |||
| 0445 | AGRICULTURAL LIMESTONE | 05992 | TON | 176.00 | 176.000 | 0.000 | 0.000 | 69.68 | 0.00 | |||
| 0450 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0455 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 16,138.00 | 16,138.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0460 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 14,904.00 | 14,904.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0465 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0470 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 3,838.00 | 3,838.000 | 0.000 | 0.000 | 6.10 | 0.00 | |||
| 0475 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 3,782.00 | 3,782.000 | 0.000 | 0.000 | 6.10 | 0.00 | |||
| 0480 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0485 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,998.00 | 1,998.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0490 | OBJECT MARKER TY 3 | 20191ED | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0495 | SAW CUT | 20430ED | LF | 72.00 | 72.000 | 0.000 | 0.000 | 10.49 | 0.00 | |||
| 0500 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 5,085.00 | 5,085.000 | 0.000 | 0.000 | 0.07 | 0.00 | |||
| 0505 | LONGITUDINAL EDGE KEY | 21289ED | LF | 579.00 | 579.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0510 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 6,650.00 | 6,650.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0515 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0520 | R/W MONUMENT TYPE 3 | 24540 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0525 | PIPELINE INSPECTION | 24814EC | LF | 2,088.00 | 2,088.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0530 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 8000 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 250.000 | 0.000 | 0.000 | 31.18 | 0.00 | |||
| 8002 | CRUSHED AGGREGATE SIZE NO 2 (Construction Entrances) | 00078 | TON | 0.00 | 250.000 | 250.460 | 250.460 | 31.56 | 7,904.51 | |||
| 8004 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | -50,292.630 | -189,282.980 | -239,575.610 | 1.00 | -50,292.63 | -239,575.61 | |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0005 DRAINAGE | |||||||
| 0535 | ENTRANCE PIPE-15 IN | 00440 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0540 | ENTRANCE PIPE-18 IN | 00441 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 0545 | CULVERT PIPE-18 IN | 00462 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 147.00 | 0.00 | |||
| 0550 | CULVERT PIPE-30 IN | 00466 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 0555 | CULVERT PIPE-36 IN | 00468 | LF | 389.00 | 389.000 | 136.000 | 136.000 | 208.00 | 28,288.00 | |||
| 0560 | CULVERT PIPE-42 IN | 00469 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 324.00 | 0.00 | |||
| 0565 | CULVERT PIPE-48 IN | 00470 | LF | 242.00 | 242.000 | 0.000 | 0.000 | 337.00 | 0.00 | |||
| 0570 | CULVERT PIPE-60 IN | 00472 | LF | 610.00 | 610.000 | 610.000 | 610.000 | 782.00 | 477,020.00 | |||
| 0575 | STORM SEWER PIPE-36 IN | 00528 | LF | 244.00 | 244.000 | 0.000 | 0.000 | 183.00 | 0.00 | |||
| 0580 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0585 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0590 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 0595 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0600 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0605 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,800.00 | 11,600.00 | |||
| 0610 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 0615 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,300.00 | 0.00 | |||
| 0620 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,900.00 | 0.00 | |||
| 0625 | DROP BOX INLET TYPE 2 | 01493 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0630 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0635 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0640 | DITCH EXCAVATION | 20597EC | CUYD | 280.00 | 280.000 | 145.000 | 145.000 | 5.00 | 725.00 | |||
| 0645 | HEADWALL CONC S&P - 18 IN | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0650 | HDPE PIPE LINER - | 24583EC | LF | 269.00 | 269.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0007 BRIDGE - 27542 H COLUMN | |||||||
| 0750 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 909.00 | 909.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0755 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 4,465.00 | 4,465.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0760 | MASONRY COATING | 02998 | SQYD | 3,140.00 | 3,140.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0765 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0770 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,982.00 | 1,982.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0775 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 9,513.00 | 9,513.000 | 580.700 | 580.700 | 12.50 | 7,258.75 | |||
| 0780 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,292.00 | 1,292.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0785 | TEST PILES | 08033 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 303.00 | 0.00 | |||
| 0790 | PILES-STEEL HP14X89 | 08051 | LF | 3,093.00 | 3,093.000 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 0795 | PILE POINTS-14 IN | 08095 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0800 | CONCRETE-CLASS A | 08100 | CUYD | 3,188.00 | 3,188.000 | 1,303.400 | 1,303.400 | 1,135.00 | 1,479,359.00 | |||
| 0805 | CONCRETE-CLASS AA | 08104 | CUYD | 2,780.00 | 2,780.000 | 404.310 | 404.310 | 1,300.00 | 525,603.00 | |||
| 0810 | STEEL REINFORCEMENT | 08150 | LB | 937,144.00 | 937,144.000 | 416,846.570 | 416,846.570 | 1.75 | 729,481.49 | |||
| 0815 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 722,594.00 | 722,594.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0820 | STRUCTURAL STEEL (27542) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,850,000.00 | 0.00 | |||
| 0825 | SHEAR CONNECTORS (27542-15,375) | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0830 | FINGER EXPANSION JOINT | 23859EC | LF | 96.00 | 96.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0835 | GRANULAR BACKFILL | 24596EN | CUYD | 1,142.00 | 1,142.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0840 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 2,643.00 | 2,643.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 8030 | NON-SPEC MATERIAL Concrete Aggregate #68 | 10070NS | DOLL | 0.00 | 0.001 | -344.850 | -344.850 | 1.00 | -344.85 | |||
| 8035 | NON-SPEC MATERIAL Mass Concrete Temperature | 10070NS | DOLL | 0.00 | 0.001 | -45,524.850 | -45,524.850 | 1.00 | -45,524.85 | |||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0008 SIGNING | |||||||
| 0845 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 278.00 | 278.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0850 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 123.00 | 123.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0855 | STEEL POST TYPE 1 | 06410 | LF | 779.00 | 779.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0860 | BARCODE SIGN INVENTORY | 24631EC | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0009 DEMOBILIZATION & MOBILIZATION | |||||||
| 0865 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,450,000.00 | 2,450,000.00 | |||
| 0870 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 737,650.01 | 0.00 | |||
| Project | DE02701272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0010 TRAINEES | |||||||
| 0875 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0880 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4, OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $99,567.21 |
$9,371,584.94 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0250-1-0I |
FENCE, WOVEN | LF |
16,782.00 | 0005 | $3.424550 | $54,597.28 | ||||||
0790-1-0I |
PILES | LF |
3,510.00 | 0008 | $73.828400 | $246,182.72 | ||||||
0820-1-0I |
STEEL, STRUCTURAL | LS |
0.03 | 0026 | $11850000.000000 | $405,755.00 | ||||||
0820-1-1I |
STEEL, STRUCTURAL | LS |
0.23 | 0035 | $11850000.000000 | $2,651,012.76 | ||||||
0820-1-2I |
STEEL, STRUCTURAL | LS |
0.26 | 0044 | $11850000.000000 | $2,943,891.32 | ||||||
| SUBTOT | $6,301,439.08 |
|||||||||||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0001 PAVING - ASPHALT | |||||||
| 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 | |
| 0885 | CRUSHED STONE BASE | 00003 | TON | 86,822.00 | 87,362.000 | 5,361.220 | 5,361.220 | 27.20 | 145,825.18 | |||
| 0890 | ASPHALT SEAL AGGREGATE | 00100 | TON | 626.00 | 629.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0895 | ASPHALT SEAL COAT | 00103 | TON | 75.00 | 75.400 | 0.000 | 0.000 | 1,425.00 | 0.00 | |||
| 0900 | LEVELING & WEDGING PG64-22 | 00190 | TON | 136.00 | 136.000 | 0.000 | 0.000 | 132.00 | 0.00 | |||
| 0905 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 37,655.00 | 37,847.000 | 3,407.920 | 3,407.920 | 101.00 | 344,199.92 | |||
| 0910 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 15,740.00 | 15,740.000 | 0.000 | 0.000 | 101.00 | 0.00 | |||
| 0915 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10,961.00 | 11,017.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
| 0920 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 4,051.00 | 4,051.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0925 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 128.00 | 128.500 | 9.670 | 9.670 | 800.00 | 7,736.00 | |||
| 0930 | PAVEMENT ADJUSTMENT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 752,207.00 | 0.00 | |||
| 0935 | JOINT ADHESIVE | 20071EC | LF | 52,823.00 | 52,823.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0940 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 60,772.00 | 61,020.000 | 0.000 | 0.000 | 3.35 | 0.00 | |||
| 0945 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 3,862,242.00 | 3,878,050.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0004 ROADWAY | |||||||
| 1075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 54.52 | 0.00 | |||
| 1080 | PERFORATED PIPE-4 IN | 01000 | LF | 1,363.00 | 1,363.000 | 0.000 | 0.000 | 15.65 | 0.00 | |||
| 1085 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 783.00 | 783.000 | 0.000 | 0.000 | 13.76 | 0.00 | |||
| 1090 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 1095 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 660.00 | 0.00 | |||
| 1100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 1105 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1110 | REMOVE PIPE | 01310 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 1115 | FLUME INLET TYPE 2 | 01691 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1120 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 1125 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 245.00 | 245.000 | 22.000 | 22.000 | 15.00 | 330.00 | |||
| 1130 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 97.00 | 97.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1135 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 28.000 | 18.000 | 18.000 | 200.00 | 3,600.00 | |||
| 1140 | REMOVE PAVEMENT | 02091 | SQYD | 1,517.00 | 1,517.000 | 401.000 | 401.000 | 3.70 | 1,483.70 | |||
| 1145 | TEMP DITCH | 02159 | LF | 13,407.00 | 13,407.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1150 | CLEAN TEMP DITCH | 02160 | LF | 6,704.00 | 6,704.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1155 | ROADWAY EXCAVATION | 02200 | CUYD | 3,558,451.00 | 3,590,252.590 | 3,569,633.000 | 3,569,633.000 | 4.94 | 17,633,987.02 | |||
| 1160 | EMBANKMENT IN PLACE | 02230 | CUYD | 7,981.00 | 7,981.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 1165 | WATER | 02242 | MGAL | 329.00 | 329.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1170 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 40,843.00 | 40,843.000 | 13,475.000 | 13,475.000 | 10.16 | 136,906.00 | |||
| 1175 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 22.00 | 21.000 | 1.000 | 1.000 | 80.00 | 80.00 | |||
| 1180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1185 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 13.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1190 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 1,150.00 | 1,150.00 | |||
| 1195 | REMOVE GUARDRAIL | 02381 | LF | 400.00 | 400.000 | 860.000 | 860.000 | 2.50 | 2,150.00 | |||
| 1200 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 14.00 | 14.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1205 | TEMP GUARDRAIL | 02397 | LF | 3,850.00 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1210 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 144.00 | 144.000 | 69.000 | 69.000 | 150.00 | 10,350.00 | |||
| 1215 | WITNESS POST | 02432 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1220 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1225 | CHANNEL LINING CLASS II | 02483 | TON | 4,779.00 | 4,779.000 | 1,623.860 | 1,623.860 | 31.82 | 51,671.22 | |||
| 1230 | CHANNEL LINING CLASS IV | 02488 | CUYD | 24,431.00 | 24,843.000 | 1,975.000 | 9,550.200 | 11,525.200 | 10.30 | 20,342.50 | 118,709.56 | |
| 1235 | CLEARING AND GRUBBING (RUSSELL 8-108.00) | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 124,000.00 | 62,000.00 | |||
| 1240 | CLEARING AND GRUBBING (RUSSELL 8-8601.21) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 992,000.00 | 992,000.00 | |||
| 1245 | CONCRETE-CLASS B | 02555 | CUYD | 612.20 | 630.600 | 15.230 | 15.230 | 330.64 | 5,035.64 | |||
| 1250 | TEMPORARY SIGNS | 02562 | SQFT | 770.00 | 770.000 | 381.750 | 381.750 | 19.08 | 7,283.79 | |||
| 1255 | EDGE KEY | 02585 | LF | 596.30 | 596.300 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 1260 | FINAL DRESSING CLASS B | 02601 | LF | 10,533.00 | 10,533.000 | 0.000 | 0.000 | 6.83 | 0.00 | |||
| 1265 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 532.00 | 532.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 1270 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 12,450.00 | 12,450.000 | 7,053.300 | 7,053.300 | 2.34 | 16,504.72 | |||
| 1275 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 98,550.00 | 98,550.000 | 4,581.000 | 4,581.000 | 3.19 | 14,613.39 | |||
| 1280 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 13,363.00 | 13,363.000 | 11,086.050 | 11,086.050 | 2.00 | 22,172.10 | |||
| 1285 | RETAINING WALL-GABION | 02610 | CUYD | 1,006.00 | 1,006.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 1290 | MAINTAIN & CONTROL TRAFFIC (RUSSELL 8-108.00) | 02650 | LS | 1.00 | 1.000 | 0.540 | 0.540 | 55,000.00 | 29,700.00 | |||
| 1295 | MAINTAIN & CONTROL TRAFFIC (RUSSELL 8-8601.21) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,000.00 | 0.00 | |||
| 1300 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 14,000.00 | 28,000.00 | |||
| 1305 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 1310 | SHOULDER RUMBLE STRIPS | 02696 | LF | 34,570.00 | 34,874.000 | 0.000 | 0.000 | 0.08 | 0.00 | |||
| 1315 | SHOULDER RUMBLE STRIPS | 02696 | LF | 19,863.00 | 19,863.000 | 0.000 | 0.000 | 0.08 | 0.00 | |||
| 1320 | TEMP SILT FENCE | 02701 | LF | 13,407.00 | 13,407.000 | 13,522.000 | 13,522.000 | 3.40 | 45,974.80 | |||
| 1325 | SILT TRAP TYPE A | 02703 | EACH | 217.00 | 217.000 | 1.000 | 1.000 | 85.00 | 85.00 | |||
| 1330 | SILT TRAP TYPE B | 02704 | EACH | 217.00 | 217.000 | 55.000 | 55.000 | 160.00 | 8,800.00 | |||
| 1335 | SILT TRAP TYPE C | 02705 | EACH | 217.00 | 217.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1340 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 217.00 | 217.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1345 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 217.00 | 217.000 | 30.000 | 30.000 | 0.01 | 0.30 | |||
| 1350 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 217.00 | 217.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1355 | SEDIMENTATION BASIN | 02711 | CUYD | 9,745.00 | 9,745.000 | 42.600 | 42.600 | 4.65 | 198.09 | |||
| 1360 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 9,745.00 | 9,745.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1365 | STAKING (RUSSELL - 8-8601.21) | 02726 | LS | 1.00 | 1.000 | 0.540 | 0.540 | 240,000.00 | 129,600.00 | |||
| 1370 | STAKING (RUSSELL 8-108.00) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| 1375 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 160.00 | 160.000 | 180.000 | 180.000 | 40.00 | 7,200.00 | |||
| 1380 | STEEL PIPE-2 1/2 IN | 03340 | LF | 63.00 | 63.000 | 50.000 | 50.000 | 43.26 | 2,163.00 | |||
| 1385 | STEEL PIPE-4 IN | 03343 | LF | 63.00 | 63.000 | 50.000 | 50.000 | 68.33 | 3,416.50 | |||
| 1390 | EROSION CONTROL BLANKET | 05950 | SQYD | 60,680.00 | 60,680.000 | 48,624.460 | 48,624.460 | 1.41 | 68,560.48 | |||
| 1395 | TEMP MULCH | 05952 | SQYD | 699,092.00 | 699,092.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 1400 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 536,800.00 | 536,800.000 | 118,168.310 | 118,168.310 | 0.20 | 23,633.66 | |||
| 1405 | INITIAL FERTILIZER | 05963 | TON | 21.38 | 21.380 | 10.872 | 10.872 | 880.00 | 9,567.36 | |||
| 1410 | MAINTENANCE FERTILIZER | 05964 | TON | 35.76 | 35.760 | 0.000 | 0.000 | 880.00 | 0.00 | |||
| 1415 | SEEDING AND PROTECTION | 05985 | SQYD | 638,031.00 | 638,031.000 | 158,994.290 | 158,994.290 | 0.34 | 54,058.05 | |||
| 1420 | SODDING | 05990 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 1425 | AGRICULTURAL LIMESTONE | 05992 | TON | 512.50 | 512.500 | 110.820 | 110.820 | 69.68 | 7,721.93 | |||
| 1430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 19,140.00 | 19,140.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 1435 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 67,786.00 | 67,786.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 1440 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 42,353.00 | 42,353.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 1445 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 5,660.00 | 5,660.000 | 0.000 | 0.000 | 6.10 | 0.00 | |||
| 1450 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 3,022.00 | 3,022.000 | 0.000 | 0.000 | 6.10 | 0.00 | |||
| 1455 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 245.00 | 245.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1460 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 1465 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1470 | OBJECT MARKER TY 3 | 20191ED | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1475 | SAW CUT | 20430ED | LF | 96.00 | 96.000 | 0.000 | 0.000 | 10.49 | 0.00 | |||
| 1480 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 29,213.00 | 29,365.000 | 0.000 | 0.000 | 0.07 | 0.00 | |||
| 1485 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 24,425.00 | 24,229.000 | 842.000 | 842.000 | 36.00 | 30,312.00 | |||
| 1490 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1495 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 213.90 | 213.900 | 0.000 | 0.000 | 4.69 | 0.00 | |||
| 1500 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1505 | DRAIN POND | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1510 | R/W MONUMENT TYPE 3 | 24540 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1515 | PIPELINE INSPECTION | 24814EC | LF | 4,856.00 | 4,856.000 | 2,135.000 | 2,135.000 | 2.25 | 4,803.75 | |||
| 1520 | VIBRATING WIRE PIEZOMETER | 24843EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,300.00 | 9,900.00 | |||
| 1525 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 8001 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 250.000 | 2,871.900 | 2,871.900 | 31.18 | 89,545.84 | |||
| 8003 | CRUSHED AGGREGATE SIZE NO 2 (Construction Entrances) | 00078 | TON | 0.00 | 250.000 | 623.720 | 623.720 | 31.56 | 19,684.60 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | -1,317,601.710 | -1,317,601.710 | 1.00 | -1,317,601.71 | |||
| 8007 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8024 | EW~ (IBCF COST) | 10098NX | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8025 | EW~ (ILF COST) | 10098NX | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8026 | DESIGN (Slope Stability Analysis) | 21512NS | DOLL | 0.00 | 17,625.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8027 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 17,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 8034 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 249.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0005 DRAINAGE | |||||||
| 1530 | ENTRANCE PIPE-15 IN | 00440 | LF | 218.00 | 218.000 | 300.000 | 300.000 | 64.00 | 19,200.00 | |||
| 1535 | ENTRANCE PIPE-18 IN | 00441 | LF | 68.00 | 68.000 | 36.000 | 36.000 | 69.00 | 2,484.00 | |||
| 1540 | ENTRANCE PIPE-24 IN | 00443 | LF | 82.00 | 34.000 | 0.000 | 0.000 | 75.50 | 0.00 | |||
| 1545 | CULVERT PIPE-24 IN | 00464 | LF | 147.00 | 147.000 | 147.000 | 147.000 | 110.00 | 16,170.00 | |||
| 1550 | CULVERT PIPE-30 IN | 00466 | LF | 583.00 | 512.000 | 490.000 | 490.000 | 162.00 | 79,380.00 | |||
| 1555 | CULVERT PIPE-36 IN | 00468 | LF | 180.00 | 180.000 | 100.000 | 100.000 | 208.00 | 20,800.00 | |||
| 1560 | CULVERT PIPE-42 IN | 00469 | LF | 108.00 | 355.000 | 353.000 | 353.000 | 324.00 | 114,372.00 | |||
| 1565 | CULVERT PIPE-48 IN | 00470 | LF | 2,166.00 | 1,401.000 | 1,401.000 | 1,401.000 | 337.00 | 472,137.00 | |||
| 1570 | CULVERT PIPE-54 IN | 00471 | LF | 330.00 | 330.000 | 330.000 | 330.000 | 333.00 | 109,890.00 | |||
| 1575 | CULVERT PIPE-60 IN | 00472 | LF | 752.00 | 752.000 | 752.000 | 752.000 | 782.00 | 588,064.00 | |||
| 1580 | CULVERT PIPE-66 IN | 00473 | LF | 108.00 | 0.000 | 112.000 | 112.000 | 357.00 | 39,984.00 | |||
| 1585 | CULVERT PIPE-60 IN EQUIV | 00501 | LF | 298.00 | 112.000 | 0.000 | 0.000 | 552.00 | 0.00 | |||
| 1590 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 1.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 1595 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,800.00 | 10,800.00 | |||
| 1600 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 1605 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 6.000 | 6.000 | 6.000 | 2,800.00 | 16,800.00 | |||
| 1610 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 18.00 | 14.000 | 12.000 | 12.000 | 3,400.00 | 40,800.00 | |||
| 1615 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 5,800.00 | 11,600.00 | |||
| 1620 | PIPE CULVERT HEADWALL-60 IN EQUIV | 01221 | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 13,000.00 | 26,000.00 | |||
| 1625 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 2.00 | 0.000 | 2.000 | 2.000 | 13,000.00 | 26,000.00 | |||
| 1630 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,850.00 | 5,700.00 | |||
| 1635 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,400.00 | 6,400.00 | |||
| 1640 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 9,300.00 | 9,300.00 | |||
| 1645 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 1650 | DITCH EXCAVATION | 20597EC | CUYD | 3,415.00 | 3,415.000 | 2,220.000 | 2,220.000 | 5.00 | 11,100.00 | |||
| 1655 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,300.00 | 17,200.00 | |||
| 1660 | HEADWALL CONC S&P - 15 IN | 24575ES610 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,500.00 | 12,000.00 | |||
| 1665 | HEADWALL CONC S&P - 24 IN | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 8013 | VALUE ENGINEERING (Culvert Pipe Station 650+00) | 10121NX | DOLL | 0.00 | 55,275.730 | 55,275.730 | 55,275.730 | 1.00 | 55,275.73 | |||
| 8014 | DESIGN (Hydraulic Analysis) | 21512NS | DOLL | 0.00 | 11,602.500 | 2,362.500 | 2,362.500 | 1.00 | 2,362.50 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0006 BRIDGE - 27543 | |||||||
| 1670 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,415.00 | 430.000 | 122.100 | 122.100 | 3.00 | 366.30 | |||
| 1675 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,503.00 | 1,718.000 | 873.000 | 894.800 | 1,767.800 | 6.00 | 5,238.00 | 10,606.80 | |
| 1680 | MASONRY COATING | 02998 | SQYD | 5,099.00 | 4,945.000 | 4,210.800 | 0.000 | 4,210.800 | 11.00 | 46,318.80 | 46,318.80 | |
| 1685 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 73.000 | 73.000 | 73.000 | 95.00 | 6,935.00 | |||
| 1690 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 854.00 | 716.000 | 617.800 | 617.800 | 28.00 | 17,298.40 | |||
| 1695 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 495.00 | 498.000 | 796.400 | 796.400 | 85.00 | 67,694.00 | |||
| 1700 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 857.00 | 1,059.000 | 198.940 | 0.000 | 198.940 | 50.00 | 9,947.00 | 9,947.00 | |
| 1705 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 459.00 | 765.000 | 580.990 | 580.990 | 50.00 | 29,049.50 | |||
| 1710 | TEST PILES | 08033 | LF | 86.00 | 103.000 | 103.000 | 103.000 | 350.00 | 36,050.00 | |||
| 1715 | PILES-STEEL HP12X53 | 08046 | LF | 1,270.00 | 1,333.000 | 1,692.290 | 1,692.290 | 80.00 | 135,383.20 | |||
| 1720 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 35.000 | 35.000 | 150.00 | 5,250.00 | |||
| 1725 | CONCRETE-CLASS A | 08100 | CUYD | 2,040.00 | 1,673.000 | 1,673.000 | 1,673.000 | 765.00 | 1,279,845.00 | |||
| 1730 | CONCRETE-CLASS AA | 08104 | CUYD | 965.00 | 932.000 | 932.000 | 932.000 | 925.00 | 862,100.00 | |||
| 1735 | STEEL REINFORCEMENT | 08150 | LB | 337,219.00 | 325,628.000 | 325,628.000 | 325,628.000 | 1.68 | 547,055.04 | |||
| 1740 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 318,595.00 | 332,721.000 | 332,721.000 | 332,721.000 | 1.89 | 628,842.69 | |||
| 1745 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 90.00 | 73.000 | 73.000 | 73.000 | 400.00 | 29,200.00 | |||
| 1750 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 3,218.00 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1755 | GRANULAR BACKFILL | 24596EN | CUYD | 583.00 | 464.000 | 319.000 | 319.300 | 638.300 | 72.00 | 22,968.00 | 45,957.60 | |
| 1760 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 1,683.00 | 1,381.000 | 1,381.000 | 1,381.000 | 125.00 | 172,625.00 | |||
| 8016 | PPC I-BEAM HN 54 49 | 24463ED | LF | 0.00 | 2,630.000 | 2,630.000 | 2,630.000 | 775.00 | 2,038,250.00 | |||
| 8017 | DESIGN | 21512NS | DOLL | 0.00 | 215,000.000 | 215,000.000 | 215,000.000 | 1.00 | 215,000.00 | |||
| 8018 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 235,814.760 | 235,814.760 | 235,814.760 | 1.00 | 235,814.76 | |||
| 8020 | MASS CONCRETE | 10041NS | DOLL | 0.00 | 44,074.800 | 44,074.800 | 44,074.800 | 1.00 | 44,074.80 | |||
| 8023 | MASS CONCRETE | 10041NS | DOLL | 0.00 | 32,902.400 | 32,902.400 | 32,902.400 | 1.00 | 32,902.40 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0007 BRIDGE - 27544 | |||||||
| 1765 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 322.20 | 322.200 | 392.600 | 392.600 | 70.00 | 27,482.00 | |||
| 1770 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 307.00 | 307.000 | 120.000 | 120.000 | 3.00 | 360.00 | |||
| 1775 | MASONRY COATING | 02998 | SQYD | 2,940.00 | 2,940.000 | 4,009.100 | 4,009.100 | 11.00 | 44,100.10 | |||
| 1780 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 963.00 | 963.000 | 754.950 | 754.950 | 28.00 | 21,138.60 | |||
| 1785 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 949.00 | 949.000 | 1,271.836 | 1,271.836 | 85.00 | 108,106.06 | |||
| 1790 | CONCRETE-CLASS A | 08100 | CUYD | 1,341.30 | 1,344.700 | 1,331.409 | 1,331.409 | 795.00 | 1,058,470.15 | |||
| 1795 | CONCRETE-CLASS AA | 08104 | CUYD | 938.40 | 938.400 | 938.400 | 938.400 | 995.00 | 933,708.00 | |||
| 1800 | STEEL REINFORCEMENT | 08150 | LB | 325,299.00 | 325,299.000 | 325,299.000 | 325,299.000 | 1.68 | 546,502.32 | |||
| 1805 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 269,541.00 | 269,541.000 | 269,541.000 | 269,541.000 | 1.89 | 509,432.49 | |||
| 1810 | APPROACH SLAB | 08500 | SQYD | 217.00 | 217.000 | 217.000 | 217.000 | 695.00 | 150,815.00 | |||
| 1815 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 2,629.30 | 2,629.300 | 2,629.300 | 2,629.300 | 685.00 | 1,801,070.50 | |||
| 1820 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 24.00 | 24.000 | 25.420 | 25.420 | 2,350.00 | 59,737.00 | |||
| 1825 | ROCK SOUNDINGS | 20745ED | LF | 81.20 | 81.200 | 49.000 | 49.000 | 60.00 | 2,940.00 | |||
| 1830 | ROCK CORINGS | 20746ED | LF | 96.00 | 96.000 | 217.900 | 217.900 | 500.00 | 108,950.00 | |||
| 1835 | CSL TESTING (4 TUBES) | 21321NC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 1840 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 49.80 | 49.800 | 41.120 | 41.120 | 3,150.00 | 129,528.00 | |||
| 1845 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 40.00 | 40.000 | 40.500 | 40.500 | 3,400.00 | 137,700.00 | |||
| 1850 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 31.40 | 31.400 | 20.040 | 20.040 | 2,150.00 | 43,086.00 | |||
| 1855 | DECK DRAIN | 23813EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 1860 | TIP TESTING (4 TUBES) | 24743EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 1865 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 1,427.60 | 1,427.600 | 1,427.600 | 1,427.600 | 125.00 | 178,450.00 | |||
| 2160 | CAVITY STABILIZATION | 24737EC | CUYD | 41.00 | 41.000 | 88.000 | 88.000 | 700.00 | 61,600.00 | |||
| 2165 | REDRILLING CAVITY STABILIZATION | 24738EC | LF | 64.00 | 64.000 | 113.840 | 113.840 | 960.00 | 109,286.40 | |||
| 8011 | MASS CONCRETE (Thermal Control Special Note 6U - 27544) | 10041NS | DOLL | 0.00 | 23,302.800 | 23,302.800 | 23,302.800 | 1.00 | 23,302.80 | |||
| 8015 | EW~ (Rebar Freight) | 10098NX | DOLL | 0.00 | 1,146.210 | 1,146.210 | 1,146.210 | 1.00 | 1,146.21 | |||
| 8019 | MASS CONCRETE | 10041NS | DOLL | 0.00 | 58,194.000 | 58,194.000 | 58,194.000 | 1.00 | 58,194.00 | |||
| 8022 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 0.00 | 453.060 | 453.060 | 453.060 | 50.00 | 22,653.00 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0008 BRIDGE - 27545 | |||||||
| 1870 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 251.00 | 251.000 | 294.900 | 294.900 | 72.00 | 21,232.80 | |||
| 1875 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 334.00 | 334.000 | 167.200 | 167.200 | 3.00 | 501.60 | |||
| 1880 | MASONRY COATING | 02998 | SQYD | 2,943.00 | 2,943.000 | 4,562.600 | 4,562.600 | 11.00 | 50,188.60 | |||
| 1885 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,138.00 | 1,138.000 | 844.580 | 844.580 | 28.00 | 23,648.24 | |||
| 1890 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 717.00 | 717.000 | 1,025.410 | 1,025.410 | 85.00 | 87,159.85 | |||
| 1895 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 287.00 | 287.000 | 573.260 | 573.260 | 50.00 | 28,663.00 | |||
| 1900 | TEST PILES | 08033 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 350.00 | 23,100.00 | |||
| 1905 | PRE-DRILLING FOR PILES | 08039 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 385.00 | 32,340.00 | |||
| 1910 | PILES-STEEL HP14X73 | 08050 | LF | 425.00 | 425.000 | 437.980 | 437.980 | 107.00 | 46,863.86 | |||
| 1915 | PILE POINTS-14 IN | 08095 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 175.00 | 2,800.00 | |||
| 1920 | CONCRETE-CLASS A | 08100 | CUYD | 1,639.19 | 1,642.500 | 1,642.500 | 1,642.500 | 795.00 | 1,305,787.50 | |||
| 1925 | CONCRETE-CLASS AA | 08104 | CUYD | 901.30 | 901.300 | 901.300 | 901.300 | 995.00 | 896,793.50 | |||
| 1930 | STEEL REINFORCEMENT | 08150 | LB | 401,623.00 | 401,623.000 | 401,623.030 | 401,623.030 | 1.68 | 674,726.69 | |||
| 1935 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 265,404.00 | 265,404.000 | 265,404.000 | 265,404.000 | 1.89 | 501,613.56 | |||
| 1940 | APPROACH SLAB | 08500 | SQYD | 203.00 | 203.000 | 101.500 | 101.500 | 695.00 | 70,542.50 | |||
| 1945 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 2,669.30 | 2,669.300 | 2,669.300 | 2,669.300 | 685.00 | 1,828,470.50 | |||
| 1950 | DECK DRAIN | 23813EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,000.00 | 24,000.00 | |||
| 1955 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 1,346.00 | 1,346.000 | 1,346.000 | 1,346.000 | 125.00 | 168,250.00 | |||
| 8008 | MASS CONCRETE (Pier 3) | 10040ES | CUYD | 0.00 | 96.000 | 96.000 | 96.000 | 379.66 | 36,447.36 | |||
| 8009 | MASS CONCRETE (Pier 4) | 10040ES | CUYD | 0.00 | 20.500 | 20.500 | 20.500 | 392.20 | 8,040.10 | |||
| 8010 | MASS CONCRETE (Pier 2) | 10040ES | CUYD | 0.00 | 40.000 | 40.000 | 40.000 | 398.56 | 15,942.40 | |||
| 8021 | EW~ (Rebar Freight) | 10098NX | DOLL | 0.00 | 598.500 | 598.500 | 598.500 | 1.00 | 598.50 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0009 BRIDGE - 27541 | |||||||
| 1960 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 540.00 | 540.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1965 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,426.00 | 2,426.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1970 | MASONRY COATING | 02998 | SQYD | 1,674.00 | 1,674.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 1975 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1980 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 487.00 | 487.000 | 203.840 | 203.840 | 28.00 | 5,707.52 | |||
| 1985 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 19.00 | 19.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1990 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 559.00 | 559.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1995 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 445.00 | 445.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2000 | TEST PILES | 08033 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 350.00 | 26,600.00 | |||
| 2005 | PILES-STEEL HP12X53 | 08046 | LF | 1,005.00 | 1,005.000 | 1,009.760 | 1,009.760 | 84.00 | 84,819.84 | |||
| 2010 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
| 2015 | CONCRETE-CLASS A | 08100 | CUYD | 1,301.00 | 1,301.000 | 527.500 | 527.500 | 925.00 | 487,937.50 | |||
| 2020 | CONCRETE-CLASS AA | 08104 | CUYD | 847.00 | 847.000 | 75.660 | 75.660 | 930.00 | 70,363.80 | |||
| 2025 | STEEL REINFORCEMENT | 08150 | LB | 188,256.00 | 188,256.000 | 72,364.500 | 72,364.500 | 1.79 | 129,532.45 | |||
| 2030 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 269,805.00 | 269,805.000 | 34,968.020 | 34,968.020 | 1.89 | 66,089.55 | |||
| 2035 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 2040 | PRECAST PC I BEAM TYPE 9 | 08639 | LF | 2,760.00 | 2,760.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 2045 | ROCK SOUNDINGS | 20745ED | LF | 166.00 | 166.000 | 131.700 | 131.700 | 65.00 | 8,560.50 | |||
| 2050 | ROCK CORINGS | 20746ED | LF | 407.00 | 407.000 | 252.100 | 252.100 | 275.00 | 69,327.50 | |||
| 2055 | CSL TESTING (6 TUBES) | 21322NC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 2060 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 27.00 | 27.000 | 32.040 | 32.040 | 1,600.00 | 51,264.00 | |||
| 2065 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 28.00 | 28.000 | 28.080 | 28.080 | 2,500.00 | 70,200.00 | |||
| 2070 | GRANULAR BACKFILL | 24596EN | CUYD | 521.00 | 521.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 2075 | TIP TESTING | 24874EC | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 2080 | CSL TESTING (8 TUBES) | 24875EC | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 2085 | DRILLED SHAFT - 96 IN (COMMON) | 25003EC | LF | 139.00 | 139.000 | 105.100 | 105.100 | 5,425.00 | 570,167.50 | |||
| 2090 | DRILLED SHAFT - 90 IN (SOLID ROCK) | 25004EC | LF | 151.00 | 151.000 | 64.000 | 64.000 | 5,750.00 | 368,000.00 | |||
| 2095 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 1,468.00 | 1,468.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 8012 | MASS CONCRETE (Thermal Control Special Note 6U - 27541) | 10041NS | DOLL | 0.00 | 192,858.630 | 96,429.300 | 96,429.300 | 1.00 | 96,429.30 | |||
| 8031 | CAVITY STABILIZATION | 24737EC | CUYD | 0.00 | 88.000 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 8032 | REDRILLING CAVITY STABILIZATION (90 Drilled Shaft) | 24738EC | LF | 0.00 | 30.680 | 0.000 | 0.000 | 2,620.80 | 0.00 | |||
| 8033 | REDRILLING CAVITY STABILIZATION (96" Drilled Shaft) | 24738EC | LF | 0.00 | 11.500 | 0.000 | 0.000 | 2,983.68 | 0.00 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0010 SIGNING | |||||||
| 2100 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 2105 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,041.00 | 1,041.000 | 149.510 | 149.510 | 25.00 | 3,737.75 | |||
| 2110 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 300.00 | 300.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 2115 | STEEL POST TYPE 1 | 06410 | LF | 2,811.00 | 2,811.000 | 153.998 | 153.998 | 12.00 | 1,847.97 | |||
| 2120 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 2125 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2130 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 2135 | BARCODE SIGN INVENTORY | 24631EC | EACH | 224.00 | 224.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 2140 | REMOVE STORE & REINSTALL - | 24751ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0011 DEMOBILIZATION & MOBILIZATION | |||||||
| 2145 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,450,000.00 | 2,450,000.00 | |||
| 2150 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 737,649.99 | 0.00 | |||
| Project | DE10401272210 | Fed/State Project Number | NHPP 1271 (122) | Category | 0012 TRAINEES | |||||||
| 2155 | TRAINEE PAYMENT REIMBURSEMENT IRONWORKER | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $104,814.30 |
$53,040,836.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1170-1-0I |
FENCE, WOVEN | LF |
40,843.00 | 0005 | $3.428330 | $133,022.23 | ||||||
1930-1-0I |
STEEL REINUN 615GR60 | LB |
77,151.00 | 0007 | $0.736700 | $53,995.33 | ||||||
1945-1-0I |
I BEAM TYP 6 | FT |
2,669.30 | 0007 | $433.221360 | $1,098,577.89 | ||||||
1930-1-1I |
STEEL REINUN 615GR60 | LB |
79,908.00 | 0008 | $0.736700 | $55,924.85 | ||||||
1815-1-0I |
I BEAM TYP 6 | LF |
2,629.30 | 0009 | $435.492600 | $1,110,104.01 | ||||||
1930-1-3I |
STEEL REINUN 615GR60 | LB |
61,837.00 | 0009 | $0.736700 | $43,458.87 | ||||||
1930-1-2I |
STEEL REINUN 615GR60 | LB |
35,080.00 | 0009 | $0.736700 | $24,551.29 | ||||||
1715-1-0I |
PILES | LF |
1,530.00 | 0011 | $46.287200 | $67,278.48 | ||||||
1910-1-0I |
PILES | LF |
545.00 | 0011 | $63.839800 | $33,053.07 | ||||||
2005-1-0I |
PILES | LF |
1,145.00 | 0011 | $44.862900 | $48,799.63 | ||||||
1930-1-4I |
STEEL REINUN 615GR60 | LB |
114,699.00 | 0014 | $0.708190 | $77,166.82 | ||||||
1930-1-5I |
STEEL REINUN 615GR60 | LB |
26,012.00 | 0015 | $0.708190 | $17,500.26 | ||||||
1935-1-0I |
STL REINEXCO 615GR60 | LB |
92.00 | 0015 | $0.787790 | $68.87 | ||||||
1800-1-0I |
STEEL REINUN 615GR60 | LB |
110,435.00 | 0016 | $0.708190 | $74,298.07 | ||||||
1800-1-1I |
STEEL REINUN 615GR60 | LB |
79,390.00 | 0018 | $0.737640 | $55,633.54 | ||||||
1800-1-2I |
STEEL REINUN 615GR60 | LB |
39,001.00 | 0019 | $0.766380 | $28,395.13 | ||||||
1800-1-3I |
STEEL REINUN 615GR60 | LB |
20,396.00 | 0021 | $1.053280 | $20,408.68 | ||||||
1800-1-4I |
STEEL REINUN 615GR60 | LB |
1,026.00 | 0022 | $0.766380 | $746.99 | ||||||
1925-1-0I |
CLASS AA | CY |
901.30 | 0022 | $65.486430 | $56,071.77 | ||||||
1935-1-1I |
STL REINEXCO 615GR60 | LB |
313,105.00 | 0022 | $0.845880 | $251,606.55 | ||||||
1940-1-0I |
CLASS AA | SY |
203.00 | 0022 | $115.576550 | $22,288.94 | ||||||
1950-1-0I |
DECK DRAINS | EACH |
12.00 | 0022 | $630.700000 | $7,189.98 | ||||||
1800-1-5I |
STEEL REINUN 615GR60 | LB |
72,924.00 | 0025 | $0.689000 | $47,732.41 | ||||||
1805-1-0I |
STL REINEXCO 615GR60 | LB |
481.00 | 0025 | $0.768500 | $351.17 | ||||||
1935-1-2I |
STL REINEXCO 615GR60 | LB |
667.00 | 0025 | $1.630130 | $1,032.94 | ||||||
1800-1-6I |
STEEL REINUN 615GR60 | LB |
25,437.00 | 0027 | $0.689000 | $16,649.82 | ||||||
1805-1-1I |
STL REINEXCO 615GR60 | LB |
8,888.00 | 0027 | $0.768500 | $6,488.91 | ||||||
1735-1-1I |
STEEL REINUN 615GR60 | LB |
46,792.00 | 0029 | $0.688990 | $30,627.70 | ||||||
1735-1-0I |
STEEL REINUN 615GR60 | LB |
95,832.00 | 0029 | $0.688990 | $62,726.83 | ||||||
1805-1-2I |
STL REINEXCO 615GR60 | LB |
121,679.00 | 0029 | $0.768500 | $88,834.82 | ||||||
1735-1-2I |
STEEL REINUN 615GR60 | LB |
86,594.00 | 0030 | $0.689000 | $56,680.11 | ||||||
1740-1-0I |
STL REINEXCO 615GR60 | LB |
210.00 | 0030 | $0.768500 | $153.32 | ||||||
1805-1-3I |
STL REINEXCO 615GR60 | LB |
170,091.00 | 0030 | $0.768500 | $124,179.26 | ||||||
1795-1-0I |
CLASS AA | CY |
928.40 | 0031 | $63.144070 | $55,691.81 | ||||||
1750-1-0I |
I BEAM, TYPE 7 | LF |
2,193.67 | 0032 | $396.439990 | $826,175.60 | ||||||
1735-1-3I |
STEEL REINUN 615GR60 | LB |
31,730.00 | 0033 | $0.654550 | $19,730.46 | ||||||
1750-1-1I |
I BEAM, TYPE 7 | LF |
436.66 | 0033 | $396.143200 | $164,330.90 | ||||||
1735-1-4I |
STEEL REINUN 615GR60 | LB |
73,588.00 | 0035 | $0.654550 | $45,758.73 | ||||||
2040-1-0I |
I BEAM, TYPE 9 | LF |
1,041.33 | 0037 | $543.170670 | $537,338.92 | ||||||
1735-1-5I |
STEEL REINUN 615GR60 | LB |
279.00 | 0039 | $0.653280 | $173.15 | ||||||
1740-1-1I |
STL REINEXCO 615GR60 | LB |
22,833.00 | 0039 | $0.732780 | $15,895.01 | ||||||
2030-1-0I |
STL REINEXCO 615GR60 | LB |
11,830.00 | 0039 | $0.732780 | $8,235.32 | ||||||
2040-1-1I |
I BEAM, TYPE 9 | LF |
1,718.67 | 0040 | $539.146060 | $880,283.45 | ||||||
0940-1-0I |
NO MATL | TON |
15,316.84 | 0043 | $3.350000 | $51,311.42 | ||||||
1740-1-2I |
STL REINEXCO 615GR60 | LB |
42,634.00 | 0043 | $0.732770 | $29,679.23 | ||||||
1805-1-4I |
STL REINEXCO 615GR60 | LB |
481.00 | 0043 | $1.322240 | $604.20 | ||||||
1795-2-0I |
STAY IN PL FORMS | CUYD |
932.00 | 0044 | $56.740710 | $50,238.22 | ||||||
2090-1-1I |
STEEL REINUN 615GR60 | FT |
30.00 | 0044 | $750.814000 | $21,398.20 | ||||||
2090-1-0I |
STEEL REINUN 615GR60 | FT |
30.00 | 0044 | $964.727330 | $27,494.73 | ||||||
1740-1-3I |
STL REINEXCO 615GR60 | LB |
255,742.00 | 0045 | $0.728110 | $176,898.93 | ||||||
1805-1-5I |
STL REINEXCO 615GR60 | LB |
23,592.00 | 0045 | $0.728110 | $16,318.79 | ||||||
2090-1-2I |
STEEL REINUN 615GR60 | FT |
1.00 | 0045 | $346.360000 | $329.04 | ||||||
1740-2-1I |
STL REINEXCO 615GR60 | LB |
18,106.00 | 0046 | $0.728110 | $12,524.07 | ||||||
1740-2-0I |
STL REINEXCO 615GR60 | LB |
24,449.00 | 0046 | $0.728110 | $16,911.58 | ||||||
2025-1-0I |
STEEL REINUN 615GR60 | LB |
76,900.00 | 0046 | $0.648610 | $47,384.51 | ||||||
2025-1-1I |
STEEL REINUN 615GR60 | LB |
94,147.00 | 0047 | $0.648610 | $58,011.81 | ||||||
2025-1-2I |
STEEL REINUN 615GR60 | LB |
23,577.00 | 0048 | $0.648610 | $14,527.77 | ||||||
2030-1-1I |
STL REINEXCO 615GR60 | LB |
14,295.00 | 0048 | $0.728110 | $9,887.98 | ||||||
1930-1-0A |
STEEL REINUN 615GR60 | LB |
25,095.23 | 0008 | $0.736700 | $-17,563.29 | ||||||
1930-1-0A |
STEEL REINUN 615GR60 | LB |
25,095.23 | 0009 | $0.736700 | $-17,563.29 | ||||||
1930-1-0A |
STEEL REINUN 615GR60 | LB |
18,279.20 | 0010 | $0.736700 | $-12,792.98 | ||||||
1930-1-1A |
STEEL REINUN 615GR60 | LB |
36,209.09 | 0011 | $0.736700 | $-25,341.49 | ||||||
1930-1-0A |
STEEL REINUN 615GR60 | LB |
8,681.34 | 0011 | $0.736700 | $-6,075.77 | ||||||
1930-1-2A |
STEEL REINUN 615GR60 | LB |
20,160.29 | 0012 | $0.736700 | $-14,109.50 | ||||||
1930-1-1A |
STEEL REINUN 615GR60 | LB |
43,698.91 | 0012 | $0.736700 | $-30,583.36 | ||||||
1930-1-3A |
STEEL REINUN 615GR60 | LB |
2,083.69 | 0013 | $0.736700 | $-1,464.41 | ||||||
1930-1-2A |
STEEL REINUN 615GR60 | LB |
14,919.71 | 0013 | $0.736700 | $-10,441.79 | ||||||
1930-1-3A |
STEEL REINUN 615GR60 | LB |
21,945.40 | 0014 | $0.736700 | $-15,423.17 | ||||||
1930-1-3A |
STEEL REINUN 615GR60 | LB |
17,640.40 | 0015 | $0.736700 | $-12,397.62 | ||||||
1930-1-4A |
STEEL REINUN 615GR60 | LB |
15,581.92 | 0016 | $0.708190 | $-10,483.15 | ||||||
1930-1-3A |
STEEL REINUN 615GR60 | LB |
20,167.51 | 0016 | $0.736700 | $-14,173.67 | ||||||
1930-1-4A |
STEEL REINUN 615GR60 | LB |
27,657.60 | 0017 | $0.708190 | $-18,607.39 | ||||||
1930-1-4A |
STEEL REINUN 615GR60 | LB |
52,752.83 | 0018 | $0.708190 | $-35,490.88 | ||||||
1910-1-0A |
PILES | LF |
437.98 | 0019 | $63.839800 | $-26,562.54 | ||||||
1930-1-4A |
STEEL REINUN 615GR60 | LB |
17,003.40 | 0019 | $0.708190 | $-11,439.49 | ||||||
1800-1-0A |
STEEL REINUN 615GR60 | LB |
25,103.78 | 0020 | $0.708190 | $-16,889.24 | ||||||
1930-1-4A |
STEEL REINUN 615GR60 | LB |
1,703.25 | 0020 | $0.708190 | $-1,145.91 | ||||||
1930-1-5A |
STEEL REINUN 615GR60 | LB |
26,012.00 | 0020 | $0.708190 | $-17,500.26 | ||||||
1800-1-0A |
STEEL REINUN 615GR60 | LB |
36,280.41 | 0021 | $0.708190 | $-24,408.61 | ||||||
1945-1-0A |
I BEAM TYP 6 | FT |
837.86 | 0021 | $433.221360 | $-344,829.91 | ||||||
1800-1-0A |
STEEL REINUN 615GR60 | LB |
40,970.10 | 0022 | $0.708190 | $-27,563.72 | ||||||
1945-1-0A |
I BEAM TYP 6 | FT |
1,831.44 | 0022 | $433.221360 | $-753,747.98 | ||||||
1800-1-1A |
STEEL REINUN 615GR60 | LB |
33,828.23 | 0023 | $0.737640 | $-23,705.56 | ||||||
1800-1-0A |
STEEL REINUN 615GR60 | LB |
8,080.70 | 0023 | $0.708190 | $-5,436.50 | ||||||
1925-1-0A |
CLASS AA | CY |
70.00 | 0023 | $65.486430 | $-4,354.85 | ||||||
1935-1-1A |
STL REINEXCO 615GR60 | LB |
3,367.00 | 0023 | $0.845880 | $-2,705.67 | ||||||
1935-1-0A |
STL REINEXCO 615GR60 | LB |
92.00 | 0023 | $0.787790 | $-68.87 | ||||||
1800-1-1A |
STEEL REINUN 615GR60 | LB |
44,594.31 | 0024 | $0.737640 | $-31,250.02 | ||||||
1800-1-2A |
STEEL REINUN 615GR60 | LB |
35,207.38 | 0025 | $0.766380 | $-25,633.14 | ||||||
1800-1-1A |
STEEL REINUN 615GR60 | LB |
967.45 | 0025 | $0.737640 | $-677.96 | ||||||
1800-1-5A |
STEEL REINUN 615GR60 | LB |
23,426.48 | 0026 | $0.689000 | $-15,333.81 | ||||||
1800-1-4A |
STEEL REINUN 615GR60 | LB |
1,026.00 | 0026 | $0.766380 | $-746.99 | ||||||
1800-1-3A |
STEEL REINUN 615GR60 | LB |
20,396.00 | 0026 | $1.053280 | $-20,408.68 | ||||||
1800-1-2A |
STEEL REINUN 615GR60 | LB |
3,793.61 | 0026 | $0.766380 | $-2,761.99 | ||||||
1800-1-5A |
STEEL REINUN 615GR60 | LB |
30,724.98 | 0027 | $0.689000 | $-20,111.04 | ||||||
1800-1-5A |
STEEL REINUN 615GR60 | LB |
10,463.80 | 0028 | $0.689000 | $-6,849.08 | ||||||
1735-1-0A |
STEEL REINUN 615GR60 | LB |
22,085.23 | 0029 | $0.688990 | $-14,455.89 | ||||||
1925-1-0A |
CLASS AA | CY |
370.00 | 0029 | $65.486430 | $-23,018.48 | ||||||
1935-1-1A |
STL REINEXCO 615GR60 | LB |
131,038.00 | 0029 | $0.845880 | $-105,300.20 | ||||||
1815-1-0A |
I BEAM TYP 6 | LF |
1,731.31 | 0030 | $435.492600 | $-730,968.00 | ||||||
1925-1-0A |
CLASS AA | CY |
450.00 | 0030 | $65.486430 | $-27,995.45 | ||||||
1935-1-1A |
STL REINEXCO 615GR60 | LB |
125,070.02 | 0030 | $0.845880 | $-100,504.42 | ||||||
1735-1-0A |
STEEL REINUN 615GR60 | LB |
14,918.80 | 0031 | $0.688990 | $-9,765.10 | ||||||
1795-1-0A |
CLASS AA | CY |
10.00 | 0031 | $63.144070 | $-599.87 | ||||||
1800-1-5A |
STEEL REINUN 615GR60 | LB |
6,542.32 | 0031 | $0.689000 | $-4,282.28 | ||||||
1805-1-1A |
STL REINEXCO 615GR60 | LB |
1,375.00 | 0031 | $0.768500 | $-1,003.85 | ||||||
1805-1-0A |
STL REINEXCO 615GR60 | LB |
481.00 | 0031 | $0.768500 | $-351.17 | ||||||
1925-1-0A |
CLASS AA | CY |
11.30 | 0031 | $65.486430 | $-702.99 | ||||||
1935-1-1A |
STL REINEXCO 615GR60 | LB |
5,836.98 | 0031 | $0.845880 | $-4,690.51 | ||||||
1795-1-0A |
CLASS AA | CY |
21.00 | 0032 | $63.144070 | $-1,259.72 | ||||||
1800-1-6A |
STEEL REINUN 615GR60 | LB |
2,127.00 | 0032 | $0.689000 | $-1,392.23 | ||||||
1800-1-5A |
STEEL REINUN 615GR60 | LB |
1,766.41 | 0032 | $0.689000 | $-1,156.20 | ||||||
1805-1-1A |
STL REINEXCO 615GR60 | LB |
5,276.34 | 0032 | $0.768500 | $-3,852.13 | ||||||
1950-1-0A |
DECK DRAINS | EACH |
12.00 | 0032 | $630.700000 | $-7,189.98 | ||||||
1735-1-0A |
STEEL REINUN 615GR60 | LB |
47,405.42 | 0033 | $0.688990 | $-31,029.21 | ||||||
1795-1-0A |
CLASS AA | CY |
7.90 | 0033 | $63.144070 | $-473.90 | ||||||
1815-1-0A |
I BEAM TYP 6 | LF |
897.99 | 0033 | $435.492600 | $-379,136.01 | ||||||
1735-1-1A |
STEEL REINUN 615GR60 | LB |
689.67 | 0034 | $0.688990 | $-451.42 | ||||||
1735-1-0A |
STEEL REINUN 615GR60 | LB |
11,422.55 | 0034 | $0.688990 | $-7,476.63 | ||||||
1795-1-0A |
CLASS AA | CY |
7.00 | 0034 | $63.144070 | $-419.91 | ||||||
1735-1-1A |
STEEL REINUN 615GR60 | LB |
39,800.61 | 0035 | $0.688990 | $-26,051.49 | ||||||
1795-1-0A |
CLASS AA | CY |
36.00 | 0035 | $63.144070 | $-2,159.53 | ||||||
1805-1-2A |
STL REINEXCO 615GR60 | LB |
3,119.44 | 0035 | $0.768500 | $-2,277.43 | ||||||
1805-1-1A |
STL REINEXCO 615GR60 | LB |
2,236.66 | 0035 | $0.768500 | $-1,632.93 | ||||||
1735-1-2A |
STEEL REINUN 615GR60 | LB |
17,208.29 | 0036 | $0.689000 | $-11,263.69 | ||||||
1735-1-1A |
STEEL REINUN 615GR60 | LB |
6,301.72 | 0036 | $0.688990 | $-4,124.79 | ||||||
1795-1-0A |
CLASS AA | CY |
46.00 | 0036 | $63.144070 | $-2,759.40 | ||||||
1805-1-2A |
STL REINEXCO 615GR60 | LB |
1,512.00 | 0036 | $0.768500 | $-1,103.87 | ||||||
1735-1-2A |
STEEL REINUN 615GR60 | LB |
34,631.64 | 0037 | $0.689000 | $-22,668.14 | ||||||
1735-1-3A |
STEEL REINUN 615GR60 | LB |
18,602.49 | 0039 | $0.654550 | $-11,567.47 | ||||||
1735-1-2A |
STEEL REINUN 615GR60 | LB |
34,754.07 | 0039 | $0.689000 | $-22,748.28 | ||||||
1735-1-4A |
STEEL REINUN 615GR60 | LB |
32,208.01 | 0040 | $0.654550 | $-20,027.69 | ||||||
1735-1-3A |
STEEL REINUN 615GR60 | LB |
13,127.51 | 0040 | $0.654550 | $-8,162.99 | ||||||
1795-1-0A |
CLASS AA | CY |
380.00 | 0040 | $63.144070 | $-22,795.01 | ||||||
1805-1-3A |
STL REINEXCO 615GR60 | LB |
13,277.94 | 0040 | $0.768500 | $-9,693.90 | ||||||
1805-1-2A |
STL REINEXCO 615GR60 | LB |
117,047.56 | 0040 | $0.768500 | $-85,453.52 | ||||||
1170-1-0A |
FENCE, WOVEN | LF |
8,346.00 | 0041 | $3.428330 | $-27,182.22 | ||||||
1735-1-4A |
STEEL REINUN 615GR60 | LB |
9,672.29 | 0041 | $0.654550 | $-6,014.45 | ||||||
1795-1-0A |
CLASS AA | CY |
420.50 | 0041 | $63.144070 | $-25,224.47 | ||||||
1805-1-3A |
STL REINEXCO 615GR60 | LB |
125,215.06 | 0041 | $0.768500 | $-91,416.44 | ||||||
1170-1-0A |
FENCE, WOVEN | LF |
5,129.00 | 0042 | $3.428330 | $-16,704.72 | ||||||
1735-1-4A |
STEEL REINUN 615GR60 | LB |
20,654.39 | 0042 | $0.654550 | $-12,843.38 | ||||||
1800-1-6A |
STEEL REINUN 615GR60 | LB |
-2,012.40 | 0042 | $0.689000 | $1,317.22 | ||||||
1735-1-4A |
STEEL REINUN 615GR60 | LB |
10,740.98 | 0043 | $0.654550 | $-6,678.99 | ||||||
1715-1-0A |
PILES | LF |
815.81 | 0044 | $46.287200 | $-35,873.50 | ||||||
1740-1-1A |
STL REINEXCO 615GR60 | LB |
6,960.77 | 0044 | $0.732780 | $-4,845.68 | ||||||
1740-1-0A |
STL REINEXCO 615GR60 | LB |
210.00 | 0044 | $0.768500 | $-153.32 | ||||||
1800-1-6A |
STEEL REINUN 615GR60 | LB |
2,012.40 | 0044 | $0.689000 | $-1,317.22 | ||||||
1715-1-0A |
PILES | LF |
-9.34 | 0045 | $46.287200 | $410.71 | ||||||
1715-1-0A |
PILES | LF |
145.33 | 0046 | $46.287200 | $-6,390.58 | ||||||
2005-1-0A |
PILES | LF |
1,009.76 | 0046 | $44.862900 | $-43,035.73 | ||||||
2090-1-0A |
STEEL REINUN 615GR60 | FT |
15.30 | 0047 | $964.727330 | $-14,022.31 | ||||||
2030-1-0A |
STL REINEXCO 615GR60 | LB |
8,629.50 | 0048 | $0.732780 | $-6,007.33 | ||||||
2090-1-1A |
STEEL REINUN 615GR60 | FT |
3.30 | 0048 | $750.814000 | $-2,353.80 | ||||||
2090-1-0A |
STEEL REINUN 615GR60 | FT |
14.70 | 0048 | $964.727330 | $-13,472.42 | ||||||
1740-2-1A |
STL REINEXCO 615GR60 | LB |
18,106.00 | 0049 | $0.728110 | $-12,524.07 | ||||||
1740-2-0A |
STL REINEXCO 615GR60 | LB |
24,449.00 | 0049 | $0.728110 | $-16,911.58 | ||||||
1740-1-3A |
STL REINEXCO 615GR60 | LB |
96,493.77 | 0049 | $0.728110 | $-66,745.57 | ||||||
1740-1-2A |
STL REINEXCO 615GR60 | LB |
42,634.00 | 0049 | $0.732770 | $-29,679.23 | ||||||
1740-1-1A |
STL REINEXCO 615GR60 | LB |
15,872.23 | 0049 | $0.732780 | $-11,049.33 | ||||||
1940-1-0A |
CLASS AA | SY |
101.50 | 0050 | $115.576550 | $-11,144.47 | ||||||
2025-1-0A |
STEEL REINUN 615GR60 | LB |
14,636.50 | 0050 | $0.648610 | $-9,018.77 | ||||||
2090-1-1A |
STEEL REINUN 615GR60 | FT |
15.00 | 0050 | $750.814000 | $-10,699.10 | ||||||
2025-1-0A |
STEEL REINUN 615GR60 | LB |
14,636.50 | 0051 | $0.648610 | $-9,018.77 | ||||||
2025-1-0A |
STEEL REINUN 615GR60 | LB |
1,217.50 | 0052 | $0.648610 | $-750.20 | ||||||
1715-1-0A |
PILES | LF |
578.20 | 0053 | $46.287200 | $-25,425.11 | ||||||
1740-1-3A |
STL REINEXCO 615GR60 | LB |
3,347.50 | 0053 | $0.728110 | $-2,315.49 | ||||||
2030-1-1A |
STL REINEXCO 615GR60 | LB |
11,820.40 | 0053 | $0.728110 | $-8,176.28 | ||||||
2030-1-0A |
STL REINEXCO 615GR60 | LB |
3,200.50 | 0053 | $0.732780 | $-2,227.99 | ||||||
1740-1-3A |
STL REINEXCO 615GR60 | LB |
490.20 | 0054 | $0.728110 | $-339.08 | ||||||
2025-1-0A |
STEEL REINUN 615GR60 | LB |
13,937.00 | 0054 | $0.648610 | $-8,587.75 | ||||||
2090-1-2A |
STEEL REINUN 615GR60 | FT |
1.00 | 0054 | $346.360000 | $-329.04 | ||||||
2090-1-1A |
STEEL REINUN 615GR60 | FT |
11.70 | 0054 | $750.814000 | $-8,345.30 | ||||||
1740-1-3A |
STL REINEXCO 615GR60 | LB |
2,437.80 | 0055 | $0.728110 | $-1,686.25 | ||||||
1740-1-3A |
STL REINEXCO 615GR60 | LB |
914.40 | 0056 | $0.728110 | $-632.50 | ||||||
1735-1-4A |
STEEL REINUN 615GR60 | LB |
-8,595.67 | 0057 | $0.654550 | $5,344.99 | ||||||
1740-1-3A |
STL REINEXCO 615GR60 | LB |
152,058.33 | 0057 | $0.728110 | $-105,180.04 | ||||||
2025-1-0A |
STEEL REINUN 615GR60 | LB |
13,937.00 | 0057 | $0.648610 | $-8,587.75 | ||||||
2030-1-1A |
STL REINEXCO 615GR60 | LB |
2,474.60 | 0057 | $0.728110 | $-1,711.70 | ||||||
2025-1-0A |
STEEL REINUN 615GR60 | LB |
14,000.00 | 0058 | $0.648610 | $-8,626.57 | ||||||
| SUBTOT | $2,797,947.53 |
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