Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:12/11/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 161268 | Estimate Number | 0137 | Estimate Type FINAL | |||
District Office | JACKSON (10360) Hall, Adrian | ||||||
Contractor | HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY INC | ADDR SN 0 VC Code KY0033121 | |||||
PO 764 | |||||||
CORBIN , KY , 40702 | |||||||
Pay Period | 01/14/2023 TO 11/09/2023 | ||||||
Date Approved | 12/10/2023 | ||||||
Primary Proj Number | DE07790091668 | ||||||
Project No. | NHPP 0061 (065), NHPP 0061 (065), NHPP 0061 (068), NHPP 0061 (067), NHPP 0061 (067) | ||||||
Primary County | MAGOFFIN | ||||||
Name of Road | MOUNTAIN PARKWAY (KY 9009) IN MORGAN, WOLFE & MAGOFFIN | ||||||
Description | MOUNTAIN PARKWAY (KY 9009) IN MORGAN, WOLFE & MAGOFFIN | ||||||
Date Let | 12/09/2016 | Formal Acceptance | 06/29/2022 | ||||
Date Awarded | 12/16/2016 | Date Work Began | 01/27/2017 | ||||
Date Contract Executed | 01/17/2017 | Open To Traffic | 09/02/2021 | ||||
Date NTP Issued | 01/17/2017 | Actual Completion Date | 09/02/2021 | ||||
Current Contract Amount | $80,147,190.61 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $77,434,013.28 |
Total Earnings | $79,065,671.95 |
$79,040,599.15 |
$25,072.80 |
|
Percent Complete | 98.65 |
Stockpiled Materials | $-0.02 |
$8,655.34 |
$-8,655.36 |
|
Funds Available | $1,081,518.68 |
Gross Earnings | $79,065,671.93 |
$79,049,254.49 |
$16,417.44 |
|
Total Change Orders | $2,713,177.33 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $79,065,671.93 |
$79,049,254.49 |
$16,417.44 |
|||
Contract Id | 161268 | Change Order Summary |
County | MAGOFFIN | ||||||
Estimate Nbr | 0137 | Project Number | NHPP 0061 (065), NHPP 0061 (065), NHPP 0061 (068), NHPP 0061 (067), NHPP 0061 (067) | |||||||
Contractor | HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY INC | Period | 01/14/2023 TO 11/09/2023 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Waterline Items | Approved | 04/17/2017 | $-5,662.75 | 0.0 | |||||
002 | Type III Geotextile Fabric | Approved | 05/08/2017 | $750.00 | 0.0 | |||||
003 | Traffic Bound Base | Approved | 08/09/2017 | $18,000.00 | 0.0 | |||||
004 | Working Day Agreement | Approved | 09/15/2017 | $28,213.00 | 0.0 | |||||
005 | Bore and Jack Pipe and Item Omissions | Approved | 11/07/2017 | $136,746.40 | 1.0 | |||||
006 | Drilled Shaft Items/Bore and Jack Pipe | Approved | 02/20/2018 | $156,239.70 | 1.0 | |||||
007 | Value Engineering Traffic Diversions | Approved | 08/30/2018 | $-156,867.41 | 0.0 | |||||
008 | Mass Concrete | Approved | 01/03/2019 | $18,706.84 | 0.0 | |||||
009 | Construction Revision #2, Waterline and Pipe Items | Approved | 07/08/2019 | $294,591.77 | 30.0 | |||||
010 | Class II Channel Lining | Approved | 02/28/2020 | $21,280.00 | 0.0 | |||||
011 | Creek cleaning and Drop Box | Approved | 09/01/2020 | $13,645.00 | 0.0 | |||||
012 | Paving Items | Approved | 04/14/2021 | $1,919,697.90 | 76.0 | |||||
013 | Pave Striping Thermoplastic | Approved | 05/12/2021 | $269,392.74 | 2.0 | |||||
014 | Thermoplastic Tape | Approved | 11/04/2021 | $-1,555.86 | 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 | 161268 | COMMONWEALTH OF KENTUCKY |
County | MAGOFFIN | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07790091668 | |||||||
Estimate Nbr | 0137 | Period | 01/14/2023 TO 11/09/2023 | |||||||
Contractor | HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY INC | |||||||||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | 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 | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0001 PAVING | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 33,585.00 | 33,585.000 | 39,970.270 | 39,970.270 | 26.00 | 1,039,227.02 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 416.00 | 416.000 | 628.520 | 628.520 | 30.00 | 18,855.60 | |||
0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 334.00 | 334.000 | 323.970 | 323.970 | 90.00 | 29,157.30 | |||
0020 | ASPHALT SEAL COAT | 00103 | TON | 40.00 | 40.000 | 42.530 | 42.530 | 585.00 | 24,880.05 | |||
0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,252.00 | 1,252.000 | 1,448.030 | 1,448.030 | 79.50 | 115,118.38 | |||
0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 23,040.00 | 23,040.000 | 24,548.490 | 24,548.490 | 69.70 | 1,711,029.75 | |||
0035 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,817.00 | 3,817.000 | 3,697.400 | 3,697.400 | 79.50 | 293,943.30 | |||
0040 | MOBILIZATION FOR MILL & TEXT (MAGOFFIN 10-126.50) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,730.00 | 1,730.000 | 1,662.040 | 1,662.040 | 28.00 | 46,537.12 | |||
0050 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 139.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0055 | SAW CUT | 20430ED | LF | 4,751.00 | 4,751.000 | 64.000 | 64.000 | 2.00 | 128.00 | |||
0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,363.00 | 1,363.000 | 1,274.230 | 1,274.230 | 75.00 | 95,567.25 | |||
0065 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,562.00 | 3,562.000 | 3,554.500 | 3,554.500 | 69.70 | 247,748.65 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0002 ROADWAY | |||||||
0070 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,908.00 | 1,908.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0075 | ISLAND CURB AND GUTTER | 01825 | LF | 62.25 | 64.000 | 106.500 | 106.500 | 22.00 | 2,343.00 | |||
0080 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 86.50 | 100.000 | 175.000 | 175.000 | 45.00 | 7,875.00 | |||
0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 174.00 | 174.000 | 221.000 | 221.000 | 7.50 | 1,657.50 | |||
0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 6.00 | 6.000 | 26.000 | 26.000 | 7.50 | 195.00 | |||
0095 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 61.00 | 61.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 500.00 | 500.000 | 140.000 | 140.000 | 5.00 | 700.00 | |||
0105 | TEMP DITCH | 02159 | LF | 4,944.00 | 4,944.000 | 1,560.000 | 1,560.000 | 1.00 | 1,560.00 | |||
0110 | CLEAN TEMP DITCH | 02160 | LF | 2,472.00 | 2,472.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0115 | ROADWAY EXCAVATION | 02200 | CUYD | 696,129.00 | 696,407.000 | 696,407.000 | 696,407.000 | 3.70 | 2,576,705.90 | |||
0120 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 1,873.00 | 1,873.000 | 1,000.000 | 1,000.000 | 5.00 | 5,000.00 | |||
0125 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 11,598.00 | 11,598.000 | 12,057.000 | 12,057.000 | 5.00 | 60,285.00 | |||
0130 | REMOVE FENCE | 02265 | LF | 1,505.00 | 1,505.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0135 | REMOVE & REPLACE FENCE | 02268 | LF | 2,865.00 | 2,865.000 | 10,336.000 | 10,336.000 | 7.20 | 74,419.20 | |||
0140 | WATER GATE TYPE 1 | 02347 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 11,865.00 | 11,865.000 | 12,034.500 | 12,034.500 | 14.30 | 172,093.35 | |||
0150 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 294.50 | 294.500 | 294.500 | 294.500 | 24.25 | 7,141.62 | |||
0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 35.00 | 105.00 | |||
0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,400.00 | 19,200.00 | |||
0165 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 15.000 | 15.000 | 2,100.00 | 31,500.00 | |||
0170 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
0175 | REMOVE GUARDRAIL | 02381 | LF | 10,902.00 | 10,902.000 | 10,677.000 | 10,677.000 | 1.30 | 13,880.10 | |||
0180 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
0185 | TEMP GUARDRAIL | 02397 | LF | 150.00 | 150.000 | 2,800.000 | 2,800.000 | 5.20 | 14,560.00 | |||
0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 125.00 | 2,500.00 | |||
0195 | WITNESS POST | 02432 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 75.00 | 525.00 | |||
0200 | CHANNEL LINING CLASS IV | 02488 | CUYD | 7,140.00 | 7,140.000 | 8,755.000 | 8,755.000 | 5.00 | 43,775.00 | |||
0205 | CLEARING AND GRUBBING (APPROXIMATELY 85.4 ACRES, MAGOFFIN 10-1 | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 205,000.00 | 205,000.00 | |||
0210 | CONCRETE-CLASS B | 02555 | CUYD | 349.33 | 349.330 | 304.720 | 304.720 | 275.00 | 83,798.00 | |||
0215 | TEMPORARY SIGNS | 02562 | SQFT | 333.25 | 333.250 | 638.650 | 638.650 | 10.00 | 6,386.50 | |||
0220 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 506.00 | 506.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0225 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 156,180.00 | 78,090.000 | 15,803.698 | 15,803.698 | 0.80 | 12,642.95 | |||
0230 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,541.00 | 5,541.000 | 3,932.000 | 3,932.000 | 2.00 | 7,864.00 | |||
0235 | MAINTAIN & CONTROL TRAFFIC (MAGOFFIN 10-126.50) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 10,000.00 | 30,000.00 | |||
0245 | SAFELOADING | 02690 | CUYD | 4.00 | 4.000 | 3.000 | 3.000 | 275.00 | 825.00 | |||
0250 | SHOULDER RUMBLE STRIPS | 02696 | LF | 38,840.00 | 38,840.000 | 25,108.000 | 25,108.000 | 0.13 | 3,264.04 | |||
0255 | TEMP SILT FENCE | 02701 | LF | 4,944.00 | 4,944.000 | 8,350.000 | 8,350.000 | 3.00 | 25,050.00 | |||
0260 | SILT TRAP TYPE A | 02703 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0265 | SILT TRAP TYPE B | 02704 | EACH | 123.00 | 123.000 | 55.000 | 55.000 | 125.00 | 6,875.00 | |||
0270 | SILT TRAP TYPE C | 02705 | EACH | 123.00 | 123.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
0275 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 123.00 | 123.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
0285 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 123.00 | 123.000 | 10.000 | 10.000 | 1.00 | 10.00 | |||
0290 | STAKING (MAGOFFIN 10-126.50) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
0295 | REMOVE STRUCTURE (STA. 3351+00, MAGOFFIN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,000.00 | 86,000.00 | |||
0300 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0305 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
0310 | CRASH CUSHION TYPE IX | 02929 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,900.00 | 14,700.00 | |||
0315 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,708.00 | 3,708.000 | 3,440.000 | 3,440.000 | 20.00 | 68,800.00 | |||
0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,630.00 | 4,630.000 | 129,100.000 | 129,100.000 | 1.00 | 129,100.00 | |||
0325 | TEMP MULCH | 05952 | SQYD | 398,832.00 | 398,832.000 | 74,067.000 | 74,067.000 | 0.15 | 11,110.05 | |||
0330 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 297,636.00 | 297,636.000 | 163,970.000 | 163,970.000 | 0.16 | 26,235.20 | |||
0335 | INITIAL FERTILIZER | 05963 | TON | 18.00 | 18.000 | 14.630 | 14.630 | 600.00 | 8,778.00 | |||
0340 | 20-10-10 FERTILIZER | 05964 | TON | 30.80 | 30.800 | 8.800 | 8.800 | 800.00 | 7,040.00 | |||
0345 | SEEDING AND PROTECTION | 05985 | SQYD | 595,272.00 | 595,272.000 | 84,860.080 | 84,860.080 | 0.31 | 26,306.62 | |||
0350 | AGRICULTURAL LIMESTONE | 05992 | TON | 369.00 | 369.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
0360 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 39,152.00 | 39,152.000 | 88,554.000 | 88,554.000 | 0.16 | 14,168.64 | |||
0365 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 44,496.00 | 0.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
0370 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 192.00 | 192.000 | 55.000 | 55.000 | 29.00 | 1,595.00 | |||
0375 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
0380 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
0385 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
0390 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 8,396.50 | 0.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
0395 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
0400 | FUEL ADJUSTMENT | 10020NS | DOLL | 184,046.00 | 184,046.000 | 118.470 | 112,382.520 | 112,500.990 | 1.00 | 118.47 | 112,500.99 | |
0405 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 129,150.00 | 129,150.000 | 484.650 | 210,350.370 | 210,835.020 | 1.00 | 484.65 | 210,835.02 | |
0410 | INLAID PAVEMENT MARKER | 24489EC | EACH | 306.00 | 306.000 | 182.000 | 182.000 | 39.00 | 7,098.00 | |||
0415 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
0420 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 110.00 | 330.00 | |||
0425 | PIPELINE INSPECTION | 24814EC | LF | 1,574.00 | 1,574.000 | 1,173.000 | 1,173.000 | 2.15 | 2,521.95 | |||
0430 | MOT TEMPORARY TIE (NO. 2. MAGOFFIN 10-126.50) | 24866ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0435 | CLEAN CLEAN (CHANNEL CHANGE) | 24543EC | LF | 1,127.00 | 1,127.000 | 1,127.000 | 1,127.000 | 1.00 | 1,127.00 | |||
0440 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (MAGOFFIN 10-126-50) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,900.00 | 0.00 | |||
0445 | JOINT ADHESIVE | 20071EC | LF | 18,875.00 | 37,750.000 | 30,277.000 | 30,277.000 | 0.52 | 15,744.04 | |||
0450 | REMOVE STRUCTURE (P504, MAGOFFIN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0455 | REMOVE STRUCTURE (P506, MAGOFFIN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
8002 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 78,090.000 | 24,056.000 | 24,056.000 | 0.80 | 19,244.80 | |||
8011 | COHESIVE PILE CORE | 20210EP69 | CUYD | 0.00 | 1,400.000 | 925.000 | 925.000 | 6.50 | 6,012.50 | |||
8061 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 540.000 | 497.070 | 497.070 | 32.00 | 15,906.24 | |||
8064 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 18,776.000 | 13,672.000 | 13,672.000 | 0.86 | 11,757.92 | |||
8065 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 25,720.000 | 19,766.000 | 19,766.000 | 0.86 | 16,998.76 | |||
8081 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 242.000 | 242.000 | 242.000 | 5.78 | 1,398.76 | |||
8082 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 192.000 | 192.000 | 192.000 | 5.78 | 1,109.76 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0003 DRAINAGE | |||||||
0460 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 774.00 | 774.000 | 1,920.700 | 1,920.700 | 30.00 | 57,621.00 | |||
0465 | CULVERT PIPE-42 IN | 00469 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 120.00 | 9,120.00 | |||
0470 | STORM SEWER PIPE-18 IN | 00522 | LF | 966.00 | 990.000 | 935.000 | 935.000 | 61.00 | 57,035.00 | |||
0475 | STORM SEWER PIPE-24 IN | 00524 | LF | 325.00 | 375.000 | 457.000 | 457.000 | 68.00 | 31,076.00 | |||
0480 | STORM SEWER PIPE-30 IN | 00526 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
0485 | STORM SEWER PIPE-36 IN | 00528 | LF | 131.00 | 206.000 | 212.000 | 212.000 | 85.00 | 18,020.00 | |||
0490 | STORM SEWER PIPE-42 IN | 00529 | LF | 65.00 | 65.000 | 136.000 | 136.000 | 95.00 | 12,920.00 | |||
0495 | PERFORATED PIPE-4 IN | 01000 | LF | 1,650.00 | 1,650.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0500 | PERFORATED PIPE-6 IN | 01001 | LF | 244.00 | 244.000 | 195.000 | 195.000 | 12.00 | 2,340.00 | |||
0505 | PERFORATED PIPE-8 IN | 01002 | LF | 2,650.00 | 2,650.000 | 2,620.000 | 2,620.000 | 15.00 | 39,300.00 | |||
0510 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0515 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
0520 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0525 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
0530 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
0535 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0540 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 925.00 | 6,475.00 | |||
0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,400.00 | 5,600.00 | |||
0550 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
0555 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,100.00 | 9,300.00 | |||
0560 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 1,800.00 | 10,800.00 | |||
0565 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
0570 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
0575 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
0580 | DROP BOX INLET TYPE 2 | 01493 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,400.00 | 7,000.00 | |||
0585 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
0590 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,800.00 | 22,800.00 | |||
0595 | DROP BOX INLET TYPE 5F | 01517 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
0600 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
0605 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0610 | JUNCTION BOX-SPECIAL | 01653 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,500.00 | 22,500.00 | |||
0615 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
0620 | CHANNEL LINING CLASS IA | 02482 | TON | 1,656.00 | 1,656.000 | 1,656.000 | 1,656.000 | 175.00 | 289,800.00 | |||
0625 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 90.00 | 90.000 | 125.000 | 125.000 | 375.00 | 46,875.00 | |||
0875 | STORM SEWER PIPE-18 IN (RCP, NO ALT) | 00522 | LF | 28.00 | 28.000 | 30.500 | 30.500 | 75.00 | 2,287.50 | |||
0880 | STORM SEWER PIPE-24 IN (RCP, NO ALT) | 00524 | LF | 23.00 | 23.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
0885 | STORM SEWER PIPE-36 IN (RCP, NO ALT) | 00528 | LF | 14.00 | 14.000 | 2.000 | 2.000 | 240.00 | 480.00 | |||
0890 | STORM SEWER PIPE-42 IN (RCP, NO ALT) | 00529 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
0895 | STORM SEWER PIPE-42 IN (CMP, NO ALT) | 00529 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
8026 | TEMPORARY PIPE | 20166ES810 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 45.00 | 1,800.00 | |||
8027 | REMOVE AND RESET Headwalls | 24731EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
8057 | DROP BOX INLET TYPE 2 MOD | 01494 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,145.00 | 5,145.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0004 BRIDGE - JOHNSON CREEK TRIBUTARY - DWG. 27566 | |||||||
0630 | CONCRETE-CLASS A | 08100 | CUYD | 64.00 | 123.100 | 123.100 | 123.100 | 580.00 | 71,398.00 | |||
0635 | STEEL REINFORCEMENT | 08150 | LB | 4,140.00 | 9,472.000 | 9,472.000 | 9,472.000 | 0.79 | 7,482.88 | |||
0640 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 146.00 | 146.000 | 60.296 | 60.296 | 20.00 | 1,205.92 | |||
0645 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
0650 | GRANULAR EMBANKMENT | 02223 | CUYD | 50.00 | 320.000 | 114.325 | 114.325 | 22.00 | 2,515.15 | |||
8044 | FOUNDATION PREPARATION Phase 2 | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,179.14 | 21,179.14 | |||
8045 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,602.68 | 21,602.68 | |||
8046 | EXPAN JOINT ASSEMBLY | 03291 | LF | 0.00 | 35.000 | 35.000 | 35.000 | 66.12 | 2,314.20 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0005 BRIDGE - TIM BRANCH - DWG. 27567 | |||||||
0655 | CONCRETE-CLASS A | 08100 | CUYD | 109.80 | 222.000 | 222.000 | 222.000 | 495.00 | 109,890.00 | |||
0660 | STEEL REINFORCEMENT | 08150 | LB | 11,700.00 | 24,261.000 | 24,261.000 | 24,261.000 | 0.79 | 19,166.19 | |||
0665 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
0670 | GRANULAR EMBANKMENT | 02223 | CUYD | 180.00 | 522.370 | 683.766 | 683.766 | 22.00 | 15,042.85 | |||
8041 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 245.370 | 245.370 | 245.370 | 11.50 | 2,821.75 | |||
8042 | FOUNDATION PREPARATION Phase 2 | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,426.65 | 22,426.65 | |||
8043 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 25,118.13 | 25,118.13 | |||
8056 | CLEAN Creek | 24492EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0006 BRIDGE - PURCELL BRANCH - DWG. 27568 | |||||||
0675 | CONCRETE-CLASS A | 08100 | CUYD | 94.40 | 94.400 | 94.400 | 94.400 | 515.00 | 48,616.00 | |||
0680 | STEEL REINFORCEMENT | 08150 | LB | 6,890.00 | 6,890.000 | 6,890.000 | 6,890.000 | 0.79 | 5,443.10 | |||
0685 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
0690 | GRANULAR EMBANKMENT | 02223 | CUYD | 150.00 | 391.240 | 391.240 | 391.240 | 22.00 | 8,607.28 | |||
8032 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 247.690 | 247.690 | 247.690 | 11.50 | 2,848.43 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0007 BRIDGE - LONG BRANCH - DWG. 27569 | |||||||
0695 | CONCRETE-CLASS A | 08100 | CUYD | 296.00 | 296.000 | 296.000 | 296.000 | 485.00 | 143,560.00 | |||
0700 | CONCRETE-CLASS AA | 08104 | CUYD | 624.00 | 624.000 | 624.000 | 624.000 | 495.00 | 308,880.00 | |||
0705 | STEEL REINFORCEMENT | 08150 | LB | 65,533.00 | 65,533.000 | 65,533.000 | 65,533.000 | 0.80 | 52,426.40 | |||
0710 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 182,760.00 | 182,760.000 | 182,760.000 | 182,760.000 | 0.94 | 171,794.40 | |||
0715 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 72.00 | 72.000 | 72.000 | 72.000 | 11.50 | 828.00 | |||
0720 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 590.00 | 590.000 | 644.010 | 644.010 | 33.00 | 21,252.33 | |||
0725 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,330.00 | 2,330.000 | 1,999.470 | 1,999.470 | 32.00 | 63,983.04 | |||
0730 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 456.00 | 456.000 | 574.159 | 574.159 | 41.00 | 23,540.51 | |||
0735 | PILES-STEEL HP12X53 | 08046 | LF | 1,446.00 | 1,446.000 | 1,412.754 | 1,412.754 | 38.00 | 53,684.65 | |||
0740 | PRE-DRILLING FOR PILES | 08039 | LF | 723.00 | 723.000 | 753.850 | 753.850 | 105.00 | 79,154.25 | |||
0745 | PILE POINTS-12 IN 27569 | 08094 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 95.00 | 3,800.00 | |||
0750 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 186.00 | 186.000 | 186.000 | 186.000 | 50.00 | 9,300.00 | |||
0755 | MASONRY COATING | 02998 | SQYD | 2,113.00 | 2,113.000 | 2,113.000 | 2,113.000 | 7.50 | 15,847.50 | |||
0760 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 42.00 | 42.000 | 42.000 | 42.000 | 920.00 | 38,640.00 | |||
0765 | ROCK SOUNDINGS | 20745ED | LF | 110.00 | 110.000 | 111.900 | 111.900 | 20.00 | 2,238.00 | |||
0770 | ROCK CORINGS | 20746ED | LF | 130.00 | 130.000 | 133.360 | 133.360 | 55.00 | 7,334.80 | |||
0775 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 115.80 | 115.800 | 115.800 | 115.800 | 1,020.00 | 118,116.00 | |||
0780 | TEST PILES | 08033 | LF | 202.00 | 202.000 | 202.000 | 202.000 | 100.00 | 20,200.00 | |||
0785 | RAIL SYSTEM TYPE III | 21532ED | LF | 762.00 | 762.000 | 762.000 | 762.000 | 90.00 | 68,580.00 | |||
0790 | PPC I-BEAM HN 48-49 | 24520EC | LF | 1,489.40 | 1,489.400 | 1,489.400 | 1,489.400 | 305.00 | 454,267.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0008 SIGNING | |||||||
0795 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 31.50 | 31.500 | 77.500 | 77.500 | 15.00 | 1,162.50 | |||
0800 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 272.25 | 272.250 | 419.000 | 419.000 | 15.00 | 6,285.00 | |||
0805 | STEEL POST TYPE 1 | 06410 | LF | 270.00 | 270.000 | 427.500 | 427.500 | 10.00 | 4,275.00 | |||
0810 | STEEL POST TYPE 2 | 06411 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0815 | BARCODE SIGN INVENTORY | 24631EC | EACH | 22.00 | 22.000 | 5.000 | 5.000 | 5.00 | 25.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0009 WATERLINE - MAGOFFIN (10-126.50) | |||||||
0820 | W PIPE PVC 04 INCH | 14058 | LF | 465.00 | 465.000 | 280.000 | 280.000 | 6.12 | 1,713.60 | |||
0825 | W PIPE DCTL IRON RSTRND JOINT 04 IN | 14046 | LF | 260.00 | 260.000 | 270.000 | 270.000 | 30.00 | 8,100.00 | |||
0830 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 150.00 | 150.000 | 190.000 | 190.000 | 125.00 | 23,750.00 | |||
0835 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 145.00 | 145.000 | 70.000 | 70.000 | 55.00 | 3,850.00 | |||
0840 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
0845 | W FLUSHING ASSEMBLY | 14023 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0850 | W METER 3/4 INCH | 14028 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
0855 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
0860 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0865 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
0870 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,000.00 | 229,000.00 | |||
SUBTOT | $603.12 |
$11,739,860.70 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0735-1-0I |
PILES | LF |
1,446.00 | 0006 | $18.650000 | $26,967.90 | ||||||
0745-1-0I |
PILE POINTS | EACH |
40.00 | 0006 | $69.420000 | $2,776.80 | ||||||
0780-1-0I |
PILES | LF |
202.00 | 0006 | $18.650000 | $3,767.30 | ||||||
0705-1-0I |
STEEL REINUN 615GR60 | LB |
19,442.00 | 0017 | $0.330000 | $6,415.86 | ||||||
0710-1-0I |
STL REINEXCO 615GR60 | LB |
184.00 | 0017 | $0.420000 | $77.28 | ||||||
0760-1-0I |
STL REINEXCO 615GR60 | LB |
348.00 | 0017 | $0.420000 | $146.16 | ||||||
0775-1-0I |
STEEL REINUN 615GR60 | LB |
16,390.00 | 0017 | $0.330000 | $5,408.70 | ||||||
0465-1-0I |
PIPE, CMP 1.63 MM | LF |
76.00 | 0024 | $47.900000 | $3,640.40 | ||||||
0470-1-0I |
PIPE, CMP 1.63 MM | LF |
334.00 | 0024 | $12.010000 | $4,011.34 | ||||||
0475-1-0I |
PIPE, CMP 1.63 MM | LF |
124.00 | 0024 | $15.540000 | $1,926.96 | ||||||
0485-1-0I |
PIPE, CMP 2.01 MM | LF |
62.00 | 0024 | $38.880000 | $2,410.56 | ||||||
0625-1-0I |
PIPE, STEEL ENCASEME | LF |
90.00 | 0024 | $50.350000 | $4,531.50 | ||||||
0635-1-0I |
STEEL REINUN 615GR60 | LB |
4,140.00 | 0025 | $0.340000 | $1,407.60 | ||||||
0660-1-0I |
STEEL REINUN 615GR60 | LB |
11,700.00 | 0025 | $0.350000 | $4,095.00 | ||||||
0680-1-0I |
STEEL REINUN 615GR60 | LB |
6,890.00 | 0025 | $0.340000 | $2,342.60 | ||||||
0705-2-0I |
STEEL REINUN 615GR60 | LB |
12,310.00 | 0025 | $0.330000 | $4,062.30 | ||||||
0710-2-0I |
STL REINEXCO 615GR60 | LB |
1,885.00 | 0025 | $0.420000 | $791.70 | ||||||
0790-1-0I |
I BEAM TYP 5 | LF |
744.67 | 0028 | $225.000000 | $167,550.75 | ||||||
0700-1-0I |
STAY IN PL FORMS | LS |
312.00 | 0038 | $32.850000 | $10,249.20 | ||||||
0710-3-0I |
STL REINEXCO 615GR60 | LB |
89,418.00 | 0038 | $0.420000 | $37,555.56 | ||||||
0785-1-0I |
STL REINEXCO 615GR60 | LB |
7,256.00 | 0038 | $0.420000 | $3,047.52 | ||||||
0145-1-0I |
GDRAIL GALV AW .109 | LF |
11,865.00 | 0041 | $9.700000 | $115,090.50 | ||||||
0790-2-0I |
I BEAM TYP 5 | LF |
744.63 | 0041 | $225.000000 | $167,541.75 | ||||||
0635-2-0I |
STEEL REINUN 615GR60 | LB |
4,804.00 | 0075 | $0.370000 | $1,777.48 | ||||||
0660-2-0I |
STEEL REINUN 615GR60 | LB |
12,561.00 | 0075 | $0.370000 | $4,647.57 | ||||||
0705-3-0I |
STEEL REINUN 615GR60 | LB |
31,815.00 | 0075 | $0.370000 | $11,771.55 | ||||||
0710-4-0I |
STL REINEXCO 615GR60 | LB |
2,069.00 | 0075 | $0.460000 | $951.74 | ||||||
0710-5-0I |
STL REINEXCO 615GR60 | LB |
46,541.00 | 0083 | $0.490000 | $22,805.09 | ||||||
0710-6-0I |
STL REINEXCO 615GR60 | LB |
39,337.00 | 0084 | $0.480000 | $18,881.76 | ||||||
0785-2-0I |
STL REINEXCO 615GR60 | LB |
7,227.00 | 0084 | $0.480000 | $3,468.96 | ||||||
0760-1-0A |
STL REINEXCO 615GR60 | LB |
348.00 | 0018 | $0.420000 | $-146.16 | ||||||
0775-1-0A |
STEEL REINUN 615GR60 | LB |
16,390.00 | 0018 | $0.330000 | $-5,408.70 | ||||||
0705-1-0A |
STEEL REINUN 615GR60 | LB |
6,192.00 | 0023 | $0.330000 | $-2,043.36 | ||||||
0470-1-0A |
PIPE, CMP 1.63 MM | LF |
127.00 | 0024 | $12.010000 | $-1,525.27 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
27.00 | 0024 | $15.540000 | $-419.58 | ||||||
0485-1-0A |
PIPE, CMP 2.01 MM | LF |
14.00 | 0024 | $38.880000 | $-544.32 | ||||||
0705-1-0A |
STEEL REINUN 615GR60 | LB |
5,167.00 | 0024 | $0.330000 | $-1,705.11 | ||||||
0465-1-0A |
PIPE, CMP 1.63 MM | LF |
76.00 | 0025 | $47.900000 | $-3,640.40 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
97.00 | 0025 | $15.540000 | $-1,507.38 | ||||||
0705-2-0A |
STEEL REINUN 615GR60 | LB |
10,336.00 | 0025 | $0.330000 | $-3,410.88 | ||||||
0705-1-0A |
STEEL REINUN 615GR60 | LB |
8,083.00 | 0025 | $0.330000 | $-2,667.39 | ||||||
0485-1-0A |
PIPE, CMP 2.01 MM | LF |
25.00 | 0028 | $38.880000 | $-972.00 | ||||||
0485-1-0A |
PIPE, CMP 2.01 MM | LF |
23.00 | 0030 | $38.880000 | $-894.24 | ||||||
0680-1-0A |
STEEL REINUN 615GR60 | LB |
2,700.00 | 0031 | $0.340000 | $-918.00 | ||||||
0625-1-0A |
PIPE, STEEL ENCASEME | LF |
90.00 | 0032 | $50.350000 | $-4,531.50 | ||||||
0680-1-0A |
STEEL REINUN 615GR60 | LB |
4,190.00 | 0033 | $0.340000 | $-1,424.60 | ||||||
0735-1-0A |
PILES | LF |
337.90 | 0034 | $18.650000 | $-6,301.97 | ||||||
0745-1-0A |
PILE POINTS | EACH |
10.00 | 0034 | $69.420000 | $-694.20 | ||||||
0780-1-0A |
PILES | LF |
48.00 | 0034 | $18.650000 | $-895.20 | ||||||
0470-1-0A |
PIPE, CMP 1.63 MM | LF |
33.00 | 0035 | $12.010000 | $-396.33 | ||||||
0705-2-0A |
STEEL REINUN 615GR60 | LB |
1,974.00 | 0035 | $0.330000 | $-651.42 | ||||||
0735-1-0A |
PILES | LF |
380.65 | 0036 | $18.650000 | $-7,099.12 | ||||||
0745-1-0A |
PILE POINTS | EACH |
10.00 | 0036 | $69.420000 | $-694.20 | ||||||
0780-1-0A |
PILES | LF |
52.00 | 0036 | $18.650000 | $-969.80 | ||||||
0145-1-0A |
GDRAIL GALV AW .109 | LF |
1,150.00 | 0042 | $9.700000 | $-11,155.00 | ||||||
0700-1-0A |
STAY IN PL FORMS | LS |
312.00 | 0047 | $32.850000 | $-10,249.20 | ||||||
0710-3-0A |
STL REINEXCO 615GR60 | LB |
89,418.00 | 0047 | $0.420000 | $-37,555.56 | ||||||
0710-2-0A |
STL REINEXCO 615GR60 | LB |
1,885.00 | 0047 | $0.420000 | $-791.70 | ||||||
0710-1-0A |
STL REINEXCO 615GR60 | LB |
184.00 | 0047 | $0.420000 | $-77.28 | ||||||
0785-1-0A |
STL REINEXCO 615GR60 | LB |
7,254.24 | 0047 | $0.420000 | $-3,046.78 | ||||||
0660-1-0A |
STEEL REINUN 615GR60 | LB |
7,537.00 | 0059 | $0.350000 | $-2,637.95 | ||||||
0660-1-0A |
STEEL REINUN 615GR60 | LB |
4,163.00 | 0060 | $0.350000 | $-1,457.05 | ||||||
0635-1-0A |
STEEL REINUN 615GR60 | LB |
4,003.00 | 0061 | $0.340000 | $-1,361.02 | ||||||
0635-1-0A |
STEEL REINUN 615GR60 | LB |
137.00 | 0062 | $0.340000 | $-46.58 | ||||||
0470-1-0A |
PIPE, CMP 1.63 MM | LF |
63.00 | 0067 | $12.010000 | $-756.63 | ||||||
0470-1-0A |
PIPE, CMP 1.63 MM | LF |
111.00 | 0068 | $12.010000 | $-1,333.11 | ||||||
0145-1-0A |
GDRAIL GALV AW .109 | LF |
5,250.00 | 0071 | $9.700000 | $-50,925.00 | ||||||
0145-1-0A |
GDRAIL GALV AW .109 | LF |
75.00 | 0073 | $9.700000 | $-727.50 | ||||||
0735-1-0A |
PILES | LF |
361.58 | 0078 | $18.650000 | $-6,743.54 | ||||||
0745-1-0A |
PILE POINTS | EACH |
10.00 | 0078 | $69.420000 | $-694.20 | ||||||
0780-1-0A |
PILES | LF |
49.00 | 0078 | $18.650000 | $-913.85 | ||||||
0660-2-0A |
STEEL REINUN 615GR60 | LB |
6,544.00 | 0079 | $0.370000 | $-2,421.28 | ||||||
0705-3-0A |
STEEL REINUN 615GR60 | LB |
6,154.00 | 0079 | $0.370000 | $-2,276.98 | ||||||
0660-2-0A |
STEEL REINUN 615GR60 | LB |
2,877.00 | 0080 | $0.370000 | $-1,064.49 | ||||||
0705-3-0A |
STEEL REINUN 615GR60 | LB |
12,383.00 | 0080 | $0.370000 | $-4,581.71 | ||||||
0660-2-0A |
STEEL REINUN 615GR60 | LB |
2,909.00 | 0081 | $0.370000 | $-1,076.33 | ||||||
0705-3-0A |
STEEL REINUN 615GR60 | LB |
5,200.00 | 0081 | $0.370000 | $-1,924.00 | ||||||
0660-2-0A |
STEEL REINUN 615GR60 | LB |
230.00 | 0082 | $0.370000 | $-85.10 | ||||||
0705-3-0A |
STEEL REINUN 615GR60 | LB |
8,078.00 | 0082 | $0.370000 | $-2,988.86 | ||||||
0790-2-0A |
I BEAM TYP 5 | LF |
744.63 | 0082 | $225.000000 | $-167,541.75 | ||||||
0790-1-0A |
I BEAM TYP 5 | LF |
744.67 | 0082 | $225.000000 | $-167,550.75 | ||||||
0635-2-0A |
STEEL REINUN 615GR60 | LB |
4,120.00 | 0083 | $0.370000 | $-1,524.40 | ||||||
0635-2-0A |
STEEL REINUN 615GR60 | LB |
684.00 | 0084 | $0.370000 | $-253.08 | ||||||
0710-6-0A |
STL REINEXCO 615GR60 | LB |
39,337.00 | 0085 | $0.480000 | $-18,881.76 | ||||||
0710-5-0A |
STL REINEXCO 615GR60 | LB |
46,541.00 | 0085 | $0.490000 | $-22,805.09 | ||||||
0710-4-0A |
STL REINEXCO 615GR60 | LB |
2,069.00 | 0085 | $0.460000 | $-951.74 | ||||||
0745-1-0A |
PILE POINTS | EACH |
10.00 | 0085 | $69.420000 | $-694.20 | ||||||
0780-1-0A |
PILES | LF |
53.00 | 0085 | $18.650000 | $-988.45 | ||||||
0785-1-0A |
STL REINEXCO 615GR60 | LB |
1.76 | 0085 | $0.420000 | $-0.74 | ||||||
0785-2-0A |
STL REINEXCO 615GR60 | LB |
6,143.04 | 0085 | $0.480000 | $-2,948.66 | ||||||
0785-2-0A |
STL REINEXCO 615GR60 | LB |
1,080.72 | 0086 | $0.480000 | $-518.75 | ||||||
0660-2-0A |
STEEL REINUN 615GR60 | LB |
1.00 | 0109 | $0.370000 | $-0.37 | ||||||
0145-1-0A |
GDRAIL GALV AW .109 | LF |
4,809.50 | 0116 | $9.700000 | $-46,652.15 | ||||||
0145-1-0A |
GDRAIL GALV AW .109 | LF |
580.50 | 0117 | $9.700000 | $-5,630.85 | ||||||
0735-10C |
PILES | LF |
0.00 | 0109 | $18.650000 | $-6,823.27 | ||||||
0785-20C |
STL REINEXCO 615GR60 | LB |
0.00 | 0109 | $0.480000 | $-1.55 | ||||||
SUBTOT | $0.00 |
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | 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 | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0001 PAVING | |||||||
0900 | CRUSHED STONE BASE | 00003 | TON | 16,366.00 | 16,366.000 | 18,686.140 | 18,686.140 | 26.00 | 485,839.64 | |||
0905 | ASPHALT SEAL AGGREGATE | 00100 | TON | 118.00 | 118.000 | 166.260 | 166.260 | 90.00 | 14,963.40 | |||
0910 | ASPHALT SEAL COAT | 00103 | TON | 14.00 | 14.000 | 18.390 | 18.390 | 585.00 | 10,758.15 | |||
0915 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,913.00 | 9,913.000 | 11,002.820 | 11,002.820 | 69.70 | 766,896.55 | |||
0920 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,405.00 | 1,405.000 | 1,482.120 | 1,482.120 | 79.50 | 117,828.54 | |||
0925 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 138.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0930 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 502.00 | 502.000 | 781.410 | 781.410 | 75.00 | 58,605.75 | |||
0935 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,204.00 | 1,204.000 | 907.090 | 907.090 | 69.70 | 63,224.17 | |||
8007 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 338.100 | 338.100 | 30.00 | 10,143.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0002 ROADWAY | |||||||
0940 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,241.00 | 1,241.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0945 | ISLAND CURB AND GUTTER | 01825 | LF | 67.25 | 34.500 | 55.500 | 55.500 | 22.00 | 1,221.00 | |||
0950 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 96.25 | 150.000 | 100.000 | 100.000 | 45.00 | 4,500.00 | |||
0955 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 34.00 | 34.000 | 30.000 | 30.000 | 7.50 | 225.00 | |||
0960 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 11.00 | 11.000 | 16.000 | 16.000 | 7.50 | 120.00 | |||
0965 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 14.00 | 14.000 | 329.000 | 329.000 | 10.00 | 3,290.00 | |||
0970 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 550.00 | 550.000 | 240.000 | 240.000 | 5.00 | 1,200.00 | |||
0975 | REMOVE PAVEMENT | 02091 | SQYD | 8,724.00 | 8,724.000 | 8,724.000 | 8,724.000 | 2.00 | 17,448.00 | |||
0980 | TEMP DITCH | 02159 | LF | 1,834.00 | 1,834.000 | 1,890.000 | 1,890.000 | 1.00 | 1,890.00 | |||
0985 | CLEAN TEMP DITCH | 02160 | LF | 917.00 | 917.000 | 100.000 | 100.000 | 1.00 | 100.00 | |||
0990 | ROADWAY EXCAVATION | 02200 | CUYD | 1,343,816.00 | 1,343,882.000 | 1,343,882.000 | 1,343,882.000 | 3.70 | 4,972,363.40 | |||
0995 | WATER | 02242 | MGAL | 694.00 | 694.000 | 600.000 | 600.000 | 10.00 | 6,000.00 | |||
1000 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,605.00 | 4,605.000 | 1,918.000 | 1,918.000 | 5.00 | 9,590.00 | |||
1005 | REMOVE & REPLACE FENCE | 02268 | LF | 1,929.00 | 1,929.000 | 2,746.000 | 2,746.000 | 7.20 | 19,771.20 | |||
1010 | WATER GATE TYPE 1 | 02347 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
1015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,785.00 | 1,785.000 | 1,634.500 | 1,634.500 | 14.30 | 23,373.35 | |||
1020 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 255.50 | 255.500 | 255.500 | 255.500 | 24.25 | 6,195.87 | |||
1025 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 35.00 | 35.00 | |||
1030 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
1035 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
1040 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
1045 | REMOVE GUARDRAIL | 02381 | LF | 4,738.00 | 4,738.000 | 4,095.500 | 4,095.500 | 1.30 | 5,324.15 | |||
1050 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
1055 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
1060 | CHANNEL LINING CLASS IV | 02488 | CUYD | 2,514.00 | 2,514.000 | 2,487.000 | 2,487.000 | 5.00 | 12,435.00 | |||
1065 | CLEARING AND GRUBBING (APPROXIMATELY 31.6 ACRES, MORGAN 10-126 | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,000.00 | 76,000.00 | |||
1070 | CONCRETE-CLASS B | 02555 | CUYD | 43.33 | 43.330 | 44.100 | 44.100 | 275.00 | 12,127.50 | |||
1075 | TEMPORARY SIGNS | 02562 | SQFT | 123.50 | 123.500 | 219.000 | 219.000 | 10.00 | 2,190.00 | |||
1080 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 566.00 | 566.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
1085 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 73,413.00 | 2,567.300 | 2,567.300 | 2,567.300 | 0.80 | 2,053.84 | |||
1090 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 3,412.00 | 3,412.000 | 1,521.890 | 1,521.890 | 2.00 | 3,043.78 | |||
1095 | MAINTAIN & CONTROL TRAFFIC (MORGAN 10-126.50) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
1100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 10,000.00 | 40,000.00 | |||
1105 | SAFELOADING | 02690 | CUYD | 6.00 | 6.000 | 5.000 | 5.000 | 275.00 | 1,375.00 | |||
1110 | SHOULDER RUMBLE STRIPS | 02696 | LF | 14,464.00 | 14,464.000 | 14,464.000 | 14,464.000 | 0.13 | 1,880.32 | |||
1115 | TEMP SILT FENCE | 02701 | LF | 1,834.00 | 1,834.000 | 2,624.000 | 2,624.000 | 3.00 | 7,872.00 | |||
1120 | SILT TRAP TYPE A | 02703 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
1125 | SILT TRAP TYPE B | 02704 | EACH | 51.00 | 51.000 | 13.000 | 13.000 | 125.00 | 1,625.00 | |||
1130 | SILT TRAP TYPE C | 02705 | EACH | 51.00 | 51.000 | 9.000 | 9.000 | 150.00 | 1,350.00 | |||
1135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 51.00 | 51.000 | 24.000 | 24.000 | 1.00 | 24.00 | |||
1145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 51.00 | 51.000 | 27.000 | 27.000 | 1.00 | 27.00 | |||
1150 | STAKING (MORGAN 10-126.50) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
1155 | REMOVE STRUCTURE (STA.3271+01, MORGAN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,000.00 | 86,000.00 | |||
1160 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1165 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
1170 | CRASH CUSHION TYPE IX | 02929 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,900.00 | 4,900.00 | |||
1175 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 782.00 | 782.000 | 100.000 | 100.000 | 20.00 | 2,000.00 | |||
1180 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,299.00 | 1,299.000 | 101,900.000 | 101,900.000 | 1.00 | 101,900.00 | |||
1185 | TEMP MULCH | 05952 | SQYD | 166,096.00 | 166,096.000 | 26,344.000 | 26,344.000 | 0.15 | 3,951.60 | |||
1190 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 123,952.00 | 123,952.000 | 48,650.000 | 48,650.000 | 0.16 | 7,784.00 | |||
1195 | INITIAL FERTILIZER | 05963 | TON | 8.00 | 8.000 | 10.556 | 10.556 | 600.00 | 6,333.60 | |||
1200 | 20-10-10 FERTILIZER | 05964 | TON | 12.80 | 12.800 | 2.750 | 2.750 | 800.00 | 2,200.00 | |||
1205 | SEEDING AND PROTECTION | 05985 | SQYD | 247,905.00 | 247,905.000 | 105,778.400 | 105,778.400 | 0.31 | 32,791.30 | |||
1210 | AGRICULTURAL LIMESTONE | 05992 | TON | 153.70 | 153.700 | 0.000 | 0.000 | 55.00 | 0.00 | |||
1215 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
1220 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 14,048.00 | 14,048.000 | 65,639.000 | 65,639.000 | 0.16 | 10,502.24 | |||
1225 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 16,502.00 | 0.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
1230 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 83.00 | 83.000 | 65.000 | 65.000 | 29.00 | 1,885.00 | |||
1235 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
1240 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
1245 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
1250 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 3,536.50 | 0.000 | 4,267.000 | 4,267.000 | 1.45 | 6,187.15 | |||
1255 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
1260 | FUEL ADJUSTMENT | 10020NS | DOLL | 258,573.00 | 258,573.000 | 6.700 | 72,101.880 | 72,108.580 | 1.00 | 6.70 | 72,108.58 | |
1265 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 50,919.00 | 50,919.000 | 86,749.150 | 86,749.150 | 1.00 | 86,749.15 | |||
1270 | INLAID PAVEMENT MARKER | 24489EC | EACH | 131.00 | 131.000 | 83.000 | 83.000 | 39.00 | 3,237.00 | |||
1275 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
1280 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
1285 | PIPELINE INSPECTION (PIPELINE VIDEO INSPECTION) | 24814EC | LF | 776.00 | 776.000 | 565.600 | 565.600 | 2.15 | 1,216.04 | |||
1290 | MOT TEMPORARY TIE (NO. 1, MORGAN 10-126.50) | 24866ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
1295 | CLEAN CLEAN (CHANNEL CHANGE) | 24543EC | LF | 3,730.00 | 3,730.000 | 3,336.000 | 3,336.000 | 1.00 | 3,336.00 | |||
1300 | JOINT ADHESIVE | 20071EC | LF | 7,335.00 | 14,670.000 | 12,976.000 | 12,976.000 | 0.52 | 6,747.52 | |||
8003 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 36,706.000 | 7,800.000 | 7,800.000 | 0.80 | 6,240.00 | |||
8060 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 481.000 | 443.530 | 443.530 | 32.00 | 14,192.96 | |||
8066 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 7,024.000 | 6,888.000 | 6,888.000 | 0.86 | 5,923.68 | |||
8067 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 9,478.000 | 8,695.000 | 8,695.000 | 0.86 | 7,477.70 | |||
8083 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 966.000 | 966.000 | 966.000 | 5.78 | 5,583.48 | |||
8084 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 777.000 | 777.000 | 777.000 | 5.78 | 4,491.06 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0003 DRAINAGE | |||||||
1305 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 626.120 | 626.120 | 30.00 | 18,783.60 | |||
1310 | STORM SEWER PIPE-18 IN | 00522 | LF | 456.00 | 456.000 | 387.000 | 387.000 | 61.00 | 23,607.00 | |||
1315 | STORM SEWER PIPE-24 IN | 00524 | LF | 254.00 | 254.000 | 166.000 | 166.000 | 68.00 | 11,288.00 | |||
1320 | STORM SEWER PIPE-30 IN | 00526 | LF | 267.00 | 267.000 | 179.000 | 179.000 | 80.00 | 14,320.00 | |||
1325 | PERFORATED PIPE-4 IN | 01000 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
1330 | PERFORATED PIPE-6 IN | 01001 | LF | 548.00 | 548.000 | 800.000 | 800.000 | 12.00 | 9,600.00 | |||
1335 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1340 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 71.00 | 71.000 | 30.000 | 30.000 | 14.00 | 420.00 | |||
1345 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
1350 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
1355 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
1360 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
1365 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
1370 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
1375 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
1380 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
1385 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
1390 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,800.00 | 11,400.00 | |||
1395 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
1400 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1405 | CONCRETE-CLASS A | 08100 | CUYD | 4.22 | 4.220 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1410 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 55.00 | 55.000 | 60.000 | 60.000 | 500.00 | 30,000.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0004 BRIDGE - WHEELRIM ROAD & PRATER BRANCH - DWG. 27473 | |||||||
1415 | CONCRETE-CLASS A | 08100 | CUYD | 953.50 | 953.500 | 953.500 | 953.500 | 420.00 | 400,470.00 | |||
1420 | CONCRETE-CLASS AA | 08104 | CUYD | 1,208.20 | 1,208.200 | 1,208.200 | 1,208.200 | 535.00 | 646,387.00 | |||
1425 | STEEL REINFORCEMENT | 08150 | LB | 170,085.00 | 170,085.000 | 170,085.000 | 170,085.000 | 0.84 | 142,871.40 | |||
1430 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 350,720.00 | 350,720.000 | 350,720.000 | 350,720.000 | 0.94 | 329,676.80 | |||
1435 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 166.00 | 166.000 | 166.000 | 166.000 | 70.00 | 11,620.00 | |||
1440 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,500.00 | 3,500.000 | 3,380.280 | 3,380.280 | 32.00 | 108,168.96 | |||
1445 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 920.00 | 920.000 | 1,131.694 | 1,131.694 | 41.00 | 46,399.45 | |||
1450 | PILES-STEEL HP12X53 | 08046 | LF | 1,312.00 | 1,312.000 | 1,336.518 | 1,336.518 | 40.00 | 53,460.72 | |||
1455 | TEST PILES | 08033 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 150.00 | 24,000.00 | |||
1460 | PILE POINTS-12 IN | 08094 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 95.00 | 1,995.00 | |||
1465 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,786.40 | 3,786.400 | 3,786.400 | 3,786.400 | 230.00 | 870,872.00 | |||
1470 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,536.00 | 1,536.000 | 1,536.000 | 1,536.000 | 90.00 | 138,240.00 | |||
1475 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 197.10 | 197.100 | 197.000 | 197.000 | 50.00 | 9,850.00 | |||
1480 | MASONRY COATING | 02998 | SQYD | 4,690.00 | 4,690.000 | 4,690.000 | 4,690.000 | 7.50 | 35,175.00 | |||
1485 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,300.00 | 1,300.000 | 1,126.410 | 1,126.410 | 33.00 | 37,171.53 | |||
1490 | ROCK SOUNDINGS | 20745ED | LF | 237.00 | 289.400 | 289.400 | 289.400 | 20.00 | 5,788.00 | |||
1495 | ROCK CORINGS | 20746ED | LF | 524.00 | 472.000 | 472.000 | 472.000 | 55.00 | 25,960.00 | |||
1500 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 40.00 | 43.800 | 43.800 | 43.800 | 1,365.00 | 59,787.00 | |||
1505 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 72.00 | 77.200 | 77.200 | 77.200 | 1,270.00 | 98,044.00 | |||
1510 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 80.00 | 93.900 | 93.900 | 93.900 | 735.00 | 69,016.50 | |||
1515 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 182.00 | 204.800 | 204.800 | 204.800 | 1,560.00 | 319,488.00 | |||
1520 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 42.00 | 66.100 | 66.100 | 66.100 | 612.00 | 40,453.20 | |||
1525 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 38.00 | 34.200 | 34.200 | 34.200 | 2,100.00 | 71,820.00 | |||
1530 | MECHANICAL REINF COUPLER #14 | 08137 | EACH | 72.00 | 72.000 | 74.000 | 74.000 | 125.00 | 9,250.00 | |||
1535 | CONCRETE-CLASS B | 02555 | CUYD | 20.50 | 20.500 | 15.150 | 15.150 | 185.00 | 2,802.75 | |||
8022 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 0.00 | 58.000 | 58.000 | 58.000 | 115.00 | 6,670.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0005 SIGNING | |||||||
1540 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 6.00 | 6.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
1545 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 168.50 | 168.500 | 0.000 | 0.000 | 15.00 | 0.00 | |||
1550 | STEEL POST TYPE 1 | 06410 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1555 | STEEL POST TYPE 2 | 06411 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1560 | BARCODE SIGN INVENTORY | 24631EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0006 WATERLINE - MORGAN 10-126.50 | |||||||
1565 | W PIPE POLYETHYLENE/PLASTIC 06 INCH (DR-9) | 14069 | LF | 560.00 | 560.000 | 532.000 | 532.000 | 18.00 | 9,576.00 | |||
1570 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 490.00 | 0.000 | 0.000 | 0.000 | 51.73 | 0.00 | |||
1575 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
1580 | W TIE-IN SPECIAL | 14101 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
8000 | HDPE PIPE Open Cut Polyethylene 10" Casing Pipe | 24786EN | LF | 0.00 | 490.000 | 440.000 | 440.000 | 49.20 | 21,648.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
1585 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
1590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,000.00 | 229,000.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0008 TRAINEES | |||||||
1595 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.10 | 140.00 | |||
SUBTOT | $6.70 |
$23,726,203.30 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1450-1-0I |
PILES | LF |
1,312.00 | 0006 | $18.650000 | $24,468.80 | ||||||
1455-1-0I |
PILES | LF |
160.00 | 0006 | $18.650000 | $2,984.00 | ||||||
1460-1-0I |
PILE POINTS | EACH |
21.00 | 0006 | $69.420000 | $1,457.82 | ||||||
1515-1-0I |
STEEL REINUN 615GR60 | LB |
64,520.00 | 0018 | $0.330000 | $21,291.60 | ||||||
1425-2-0I |
STEEL REINUN 615GR60 | LB |
46,535.00 | 0021 | $0.330000 | $15,356.55 | ||||||
1425-1-0I |
STEEL REINUN 615GR60 | LB |
42,166.00 | 0021 | $0.330000 | $13,914.78 | ||||||
1465-1-0I |
I BEAM, TYPE 4 | LF |
1,995.60 | 0021 | $163.500000 | $326,280.60 | ||||||
1425-3-0I |
STEEL REINUN 615GR60 | LB |
17,882.00 | 0022 | $0.330000 | $5,901.06 | ||||||
1430-1-0I |
STL REINEXCO 615GR60 | LB |
1,457.00 | 0022 | $0.420000 | $611.94 | ||||||
1430-2-0I |
STL REINEXCO 615GR60 | LB |
2,938.00 | 0023 | $0.420000 | $1,233.96 | ||||||
1425-4-0I |
STEEL REINUN 615GR60 | LB |
36,964.00 | 0024 | $0.330000 | $12,198.12 | ||||||
1465-2-0I |
I BEAM, TYPE 4 | LF |
1,790.80 | 0025 | $163.500000 | $292,795.80 | ||||||
1420-1-0I |
STAY IN PL FORMS | LS |
601.50 | 0035 | $48.700000 | $29,293.05 | ||||||
1430-3-0I |
STL REINEXCO 615GR60 | LB |
2,996.00 | 0035 | $0.420000 | $1,258.32 | ||||||
1420-2-0I |
STAY IN PL FORMS | LS |
606.70 | 0036 | $51.700000 | $31,366.39 | ||||||
1015-1-0I |
GDRAIL GALV AW .109 | LF |
1,785.00 | 0041 | $9.700000 | $17,314.50 | ||||||
1430-4-0I |
STL REINEXCO 615GR60 | LB |
92,455.00 | 0049 | $0.420000 | $38,831.10 | ||||||
1430-5-0I |
STL REINEXCO 615GR60 | LB |
78,090.00 | 0049 | $0.420000 | $32,797.80 | ||||||
1470-1-0I |
STL REINEXCO 615GR60 | LB |
14,417.00 | 0049 | $0.420000 | $6,055.14 | ||||||
1420-3-0I |
STAY IN PL FORMS | LS |
1,142.20 | 0051 | $50.206800 | $57,346.21 | ||||||
1430-6-0I |
STL REINEXCO 615GR60 | LB |
169,005.00 | 0051 | $0.420000 | $70,982.10 | ||||||
1430-8-0I |
STL REINEXCO 615GR60 | LB |
134,197.00 | 0053 | $0.431610 | $55,024.31 | ||||||
1430-10-0I |
STL REINEXCO 615GR60 | LB |
268,139.00 | 0055 | $0.414980 | $111,271.82 | ||||||
1470-2-0I |
STL REINEXCO 615GR60 | LB |
14,504.00 | 0055 | $0.420000 | $6,091.68 | ||||||
1470-3-0I |
STL REINEXCO 615GR60 | LB |
23,287.00 | 0057 | $0.420000 | $9,780.54 | ||||||
1515-1-0A |
STEEL REINUN 615GR60 | LB |
7,487.36 | 0018 | $0.330000 | $-2,470.83 | ||||||
1515-1-0A |
STEEL REINUN 615GR60 | LB |
9,710.17 | 0019 | $0.330000 | $-3,204.36 | ||||||
1425-3-0A |
STEEL REINUN 615GR60 | LB |
17,882.00 | 0022 | $0.330000 | $-5,901.06 | ||||||
1425-2-0A |
STEEL REINUN 615GR60 | LB |
21,860.00 | 0022 | $0.330000 | $-7,213.80 | ||||||
1425-1-0A |
STEEL REINUN 615GR60 | LB |
21,860.00 | 0022 | $0.330000 | $-7,213.80 | ||||||
1425-2-0A |
STEEL REINUN 615GR60 | LB |
20,157.00 | 0023 | $0.330000 | $-6,651.81 | ||||||
1425-1-0A |
STEEL REINUN 615GR60 | LB |
20,157.00 | 0023 | $0.330000 | $-6,651.81 | ||||||
1425-4-0A |
STEEL REINUN 615GR60 | LB |
21,223.00 | 0024 | $0.330000 | $-7,003.59 | ||||||
1425-2-0A |
STEEL REINUN 615GR60 | LB |
4,518.00 | 0024 | $0.330000 | $-1,490.94 | ||||||
1425-1-0A |
STEEL REINUN 615GR60 | LB |
149.00 | 0024 | $0.330000 | $-49.17 | ||||||
1425-4-0A |
STEEL REINUN 615GR60 | LB |
15,741.00 | 0025 | $0.330000 | $-5,194.53 | ||||||
1515-1-0A |
STEEL REINUN 615GR60 | LB |
6,762.02 | 0026 | $0.330000 | $-2,231.47 | ||||||
1465-1-0A |
I BEAM, TYPE 4 | LF |
1,994.32 | 0033 | $163.500000 | $-326,071.65 | ||||||
1465-1-0A |
I BEAM, TYPE 4 | LF |
1.27 | 0034 | $163.500000 | $-208.95 | ||||||
1420-2-0A |
STAY IN PL FORMS | LS |
312.00 | 0046 | $51.700000 | $-16,130.40 | ||||||
1420-1-0A |
STAY IN PL FORMS | LS |
312.00 | 0046 | $48.700000 | $-15,194.40 | ||||||
1430-3-0A |
STL REINEXCO 615GR60 | LB |
2,996.00 | 0046 | $0.420000 | $-1,258.32 | ||||||
1430-2-0A |
STL REINEXCO 615GR60 | LB |
2,938.00 | 0046 | $0.420000 | $-1,233.96 | ||||||
1430-1-0A |
STL REINEXCO 615GR60 | LB |
1,457.00 | 0046 | $0.420000 | $-611.94 | ||||||
1420-2-0A |
STAY IN PL FORMS | LS |
-312.00 | 0047 | $51.700000 | $16,130.40 | ||||||
1420-1-0A |
STAY IN PL FORMS | LS |
-312.00 | 0047 | $48.700000 | $15,194.40 | ||||||
1420-2-0A |
STAY IN PL FORMS | LS |
33.00 | 0049 | $51.700000 | $-1,706.10 | ||||||
1420-1-0A |
STAY IN PL FORMS | LS |
33.00 | 0049 | $48.700000 | $-1,607.10 | ||||||
1430-5-0A |
STL REINEXCO 615GR60 | LB |
770.00 | 0049 | $0.420000 | $-323.40 | ||||||
1430-4-0A |
STL REINEXCO 615GR60 | LB |
770.00 | 0049 | $0.420000 | $-323.40 | ||||||
1420-3-0A |
STAY IN PL FORMS | LS |
251.20 | 0051 | $50.206800 | $-12,611.95 | ||||||
1430-6-0A |
STL REINEXCO 615GR60 | LB |
72,250.00 | 0051 | $0.420000 | $-30,345.00 | ||||||
1450-1-0A |
PILES | LF |
1,312.00 | 0051 | $18.650000 | $-24,468.80 | ||||||
1455-1-0A |
PILES | LF |
160.00 | 0051 | $18.650000 | $-2,984.00 | ||||||
1460-1-0A |
PILE POINTS | EACH |
21.00 | 0051 | $69.420000 | $-1,457.82 | ||||||
1470-1-0A |
STL REINEXCO 615GR60 | LB |
5,634.00 | 0052 | $0.420000 | $-2,366.28 | ||||||
1420-3-0A |
STAY IN PL FORMS | LS |
36.00 | 0053 | $50.206800 | $-1,807.44 | ||||||
1430-8-0A |
STL REINEXCO 615GR60 | LB |
700.00 | 0053 | $0.431610 | $-287.02 | ||||||
1420-3-0A |
STAY IN PL FORMS | LS |
32.00 | 0054 | $50.206800 | $-1,606.62 | ||||||
1430-10-0A |
STL REINEXCO 615GR60 | LB |
8,000.00 | 0055 | $0.414980 | $-3,319.83 | ||||||
1420-3-0A |
STAY IN PL FORMS | LS |
350.00 | 0056 | $50.206800 | $-17,572.38 | ||||||
1430-10-0A |
STL REINEXCO 615GR60 | LB |
103,830.00 | 0056 | $0.414980 | $-43,087.18 | ||||||
1470-3-0A |
STL REINEXCO 615GR60 | LB |
3,391.20 | 0057 | $0.420000 | $-1,424.30 | ||||||
1420-3-0A |
STAY IN PL FORMS | LS |
473.00 | 0058 | $50.206800 | $-23,747.82 | ||||||
1430-10-0A |
STL REINEXCO 615GR60 | LB |
156,309.00 | 0058 | $0.414980 | $-64,864.81 | ||||||
1470-3-0A |
STL REINEXCO 615GR60 | LB |
6,028.80 | 0058 | $0.420000 | $-2,532.10 | ||||||
1015-1-0A |
GDRAIL GALV AW .109 | LF |
250.00 | 0073 | $9.700000 | $-2,425.00 | ||||||
1470-3-0A |
STL REINEXCO 615GR60 | LB |
13,866.24 | 0077 | $0.420000 | $-5,823.82 | ||||||
1015-1-0A |
GDRAIL GALV AW .109 | LF |
1,247.00 | 0116 | $9.700000 | $-12,095.90 | ||||||
1015-1-0A |
GDRAIL GALV AW .109 | LF |
112.50 | 0117 | $9.700000 | $-1,091.25 | ||||||
1015-1-0A |
GDRAIL GALV AW .109 | LF |
25.00 | 0120 | $9.700000 | $-242.50 | ||||||
1465-30C |
I BEAM, TYPE 4 | LF |
0.00 | 0033 | $163.499966 | $0.00 | ||||||
1420-10C |
STAY IN PL FORMS | LS |
0.00 | 0051 | $48.700000 | $-27,685.95 | ||||||
1420-20C |
STAY IN PL FORMS | LS |
0.00 | 0051 | $51.700000 | $-29,660.29 | ||||||
1430-40C |
STL REINEXCO 615GR60 | LB |
0.00 | 0051 | $0.420000 | $-38,507.70 | ||||||
1430-50C |
STL REINEXCO 615GR60 | LB |
0.00 | 0051 | $0.420000 | $-32,474.40 | ||||||
1430-60C |
STL REINEXCO 615GR60 | LB |
0.00 | 0053 | $0.420000 | $-40,637.10 | ||||||
1430-70C |
STL REINEXCO 615GR60 | LB |
0.00 | 0053 | $0.000000 | $0.00 | ||||||
1465-20C |
I BEAM, TYPE 4 | LF |
0.00 | 0053 | $163.500000 | $-292,795.80 | ||||||
1430-80C |
STL REINEXCO 615GR60 | LB |
0.00 | 0055 | $0.410026 | $-54,737.29 | ||||||
1430-90C |
STL REINEXCO 615GR60 | LB |
0.00 | 0055 | $0.420000 | $0.00 | ||||||
1470-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0057 | $0.420000 | $-3,688.86 | ||||||
1470-20C |
STL REINEXCO 615GR60 | LB |
0.00 | 0057 | $0.420000 | $-6,091.68 | ||||||
1470-30C |
STL REINEXCO 615GR60 | LB |
0.00 | 0109 | $0.420000 | $-0.32 | ||||||
1515-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0109 | $0.330000 | $-13,384.94 | ||||||
1015-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0122 | $9.700000 | $-1,459.85 | ||||||
SUBTOT | $0.00 |
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | ||||||||
LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0001 PAVING | |||||||
1600 | CRUSHED STONE BASE | 00003 | TON | 57,053.00 | 100,176.000 | 93,290.350 | 93,290.350 | 26.00 | 2,425,549.10 | |||
1605 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,925.00 | 1,925.000 | 1,001.850 | 1,001.850 | 90.00 | 90,166.50 | |||
1610 | ASPHALT SEAL COAT | 00103 | TON | 230.10 | 230.100 | 120.570 | 120.570 | 585.00 | 70,533.45 | |||
1615 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,213.00 | 3,964.000 | 6,310.740 | 6,310.740 | 79.50 | 501,703.83 | |||
1620 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,232.00 | 9,925.000 | 5,310.850 | 5,310.850 | 69.70 | 370,166.24 | |||
1625 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 45,933.00 | 51,431.000 | 56,630.990 | 56,630.990 | 69.70 | 3,947,180.00 | |||
1630 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,310.00 | 3,600.000 | 3,186.780 | 3,186.780 | 75.00 | 239,008.50 | |||
1635 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 6,687.00 | 7,884.000 | 8,434.780 | 8,434.780 | 79.50 | 670,565.01 | |||
1640 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 260.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1645 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 991.00 | 1,616.000 | 386.660 | 386.660 | 28.00 | 10,826.48 | |||
1650 | JOINT ADHESIVE | 20071EC | LF | 67,072.00 | 67,072.000 | 66,237.000 | 66,237.000 | 0.52 | 34,443.24 | |||
8008 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 260.040 | 260.040 | 30.00 | 7,801.20 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0002 ROADWAY | |||||||
1655 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 12,200.00 | 12,200.000 | 2,963.000 | 2,963.000 | 10.00 | 29,630.00 | |||
1660 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 1,648.00 | 1,648.000 | 887.160 | 887.160 | 30.00 | 26,614.80 | |||
1665 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,220.00 | 2,220.000 | 1,231.580 | 1,231.580 | 30.00 | 36,947.40 | |||
1670 | PERFORATED PIPE-4 IN | 01000 | LF | 1,712.00 | 1,712.000 | 100.000 | 100.000 | 10.00 | 1,000.00 | |||
1675 | PERFORATED PIPE-6 IN | 01001 | LF | 310.00 | 310.000 | 709.000 | 709.000 | 12.00 | 8,508.00 | |||
1680 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 439.00 | 439.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
1685 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
1690 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
1695 | REMOVE PIPE | 01310 | LF | 243.00 | 243.000 | 267.000 | 267.000 | 1.00 | 267.00 | |||
1700 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 31.00 | 31.000 | 18.000 | 18.000 | 150.00 | 2,700.00 | |||
1705 | ISLAND CURB AND GUTTER | 01825 | LF | 256.20 | 172.500 | 226.500 | 226.500 | 22.00 | 4,983.00 | |||
1710 | ISLAND INTEGRAL CURB | 01845 | LF | 138.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
1715 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 261.00 | 261.000 | 296.000 | 296.000 | 7.50 | 2,220.00 | |||
1720 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 28.00 | 28.000 | 68.000 | 68.000 | 7.50 | 510.00 | |||
1725 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 168.00 | 168.000 | 499.000 | 499.000 | 10.00 | 4,990.00 | |||
1730 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 250.00 | 3,000.00 | |||
1735 | REMOVE PAVEMENT | 02091 | SQYD | 2,335.00 | 2,335.000 | 2,335.000 | 2,335.000 | 2.00 | 4,670.00 | |||
1740 | TEMP DITCH | 02159 | LF | 8,450.00 | 8,450.000 | 120.000 | 120.000 | 1.00 | 120.00 | |||
1745 | CLEAN TEMP DITCH | 02160 | LF | 4,225.00 | 4,225.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1750 | ROADWAY EXCAVATION | 02200 | CUYD | 2,735,195.00 | 2,753,241.700 | 2,753,241.700 | 2,753,241.700 | 3.70 | 10,186,994.29 | |||
1755 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 427.00 | 427.000 | 1,044.000 | 1,044.000 | 11.50 | 12,006.00 | |||
1760 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,250.00 | 1,250.000 | 1,620.000 | 1,620.000 | 34.00 | 55,080.00 | |||
1765 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 990.00 | 990.000 | 837.467 | 837.467 | 41.00 | 34,336.14 | |||
1770 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 19,607.00 | 19,607.000 | 18,033.000 | 18,033.000 | 5.00 | 90,165.00 | |||
1775 | REMOVE & REPLACE FENCE | 02268 | LF | 15,651.00 | 15,651.000 | 14,813.000 | 14,813.000 | 7.20 | 106,653.60 | |||
1780 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 19,825.00 | 19,825.000 | 19,334.500 | 19,334.500 | 14.30 | 276,483.35 | |||
1785 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 825.00 | 825.000 | 825.000 | 825.000 | 24.25 | 20,006.25 | |||
1790 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 35.00 | 315.00 | |||
1795 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 23.00 | 23.000 | 24.000 | 24.000 | 2,400.00 | 57,600.00 | |||
1800 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,750.00 | 28,500.00 | |||
1805 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 12.000 | 25.000 | 25.000 | 2,100.00 | 52,500.00 | |||
1810 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 17.000 | 17.000 | 600.00 | 10,200.00 | |||
1815 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
1820 | REMOVE GUARDRAIL | 02381 | LF | 20,961.50 | 20,961.500 | 22,257.500 | 22,257.500 | 1.30 | 28,934.75 | |||
1825 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
1830 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,900.00 | 20,900.00 | |||
1835 | TEMP GUARDRAIL | 02397 | LF | 925.00 | 925.000 | 687.500 | 687.500 | 5.20 | 3,575.00 | |||
1840 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.20 | 3.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1845 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 59.00 | 59.000 | 59.000 | 59.000 | 125.00 | 7,375.00 | |||
1850 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 75.00 | 750.00 | |||
1855 | CHANNEL LINING CLASS IV | 02488 | CUYD | 6,097.00 | 6,097.000 | 6,095.880 | 6,095.880 | 5.00 | 30,479.40 | |||
1860 | CLEARING AND GRUBBING (APPROXIMATELY 102.50 ACRES, MORGAN 10-1 | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 246,000.00 | 246,000.00 | |||
1865 | CONCRETE-CLASS B | 02555 | CUYD | 100.90 | 100.900 | 91.310 | 91.310 | 275.00 | 25,110.25 | |||
1870 | TEMPORARY SIGNS | 02562 | SQFT | 1,270.00 | 1,270.000 | 1,600.750 | 1,600.750 | 10.00 | 16,007.50 | |||
1875 | OBJECT MARKER TYPE 2 | 02565 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
1880 | EDGE KEY | 02585 | LF | 72.00 | 72.000 | 246.000 | 246.000 | 80.00 | 19,680.00 | |||
1885 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 7,961.00 | 7,961.000 | 390.000 | 390.000 | 1.25 | 487.50 | |||
1890 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 131,400.00 | 28,464.774 | 28,464.774 | 28,464.774 | 0.80 | 22,771.81 | |||
1895 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,711.00 | 9,711.000 | 10,800.000 | 10,800.000 | 2.00 | 21,600.00 | |||
1900 | REMOVE HEADWALL | 02625 | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 150.00 | 1,800.00 | |||
1905 | MAINTAIN & CONTROL TRAFFIC (MORGAN 10-126.60) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
1910 | DIVERSIONS (BY-PASS DETOURS) (NO. 1, MORGAN 10-126.60) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
1915 | DIVERSIONS (BY-PASS DETOURS) (NO. 2, MORGAN 10-126.60) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
1920 | CROSSOVER (NO. 1, WEST, MORGAN 10-126.60) | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
1925 | CROSSOVER (NO. 2, EAST, MORGAN 10-126.60) | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
1930 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
1935 | MOBILIZATION FOR MILL & TEXT (MORGAN 10-126.60) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1940 | SAFELOADING | 02690 | CUYD | 101.00 | 105.650 | 7.000 | 7.000 | 275.00 | 1,925.00 | |||
1945 | SHOULDER RUMBLE STRIPS | 02696 | LF | 72,474.00 | 72,474.000 | 72,474.000 | 72,474.000 | 0.13 | 9,421.62 | |||
1950 | TEMP SILT FENCE | 02701 | LF | 8,450.00 | 8,450.000 | 1,892.000 | 1,892.000 | 3.00 | 5,676.00 | |||
1955 | SILT TRAP TYPE B | 02704 | EACH | 103.00 | 103.000 | 94.000 | 94.000 | 125.00 | 11,750.00 | |||
1960 | SILT TRAP TYPE C | 02705 | EACH | 103.00 | 103.000 | 51.000 | 51.000 | 150.00 | 7,650.00 | |||
1965 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 103.00 | 103.000 | 105.000 | 105.000 | 1.00 | 105.00 | |||
1970 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 103.00 | 103.000 | 107.000 | 107.000 | 1.00 | 107.00 | |||
1975 | STAKING (MORGAN 10-126.60) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
1980 | REMOVE STRUCTURE (12-FT X 6-FT RCBC - STA. 3098+50, MORGA | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
1985 | REMOVE STRUCTURE (RCDG BRIDGE - STA. 3135+03, MORGAN 10-1 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 78,000.00 | 78,000.00 | |||
1990 | REMOVE STRUCTURE (RCDG BRIDGE - STA. 3224+88,MORGAN 10-12 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,000.00 | 86,000.00 | |||
1995 | REMOVE STRUCTURE (WAGON BOX - STA. 3072+55,MORGAN 10-126. | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,000.00 | 29,000.00 | |||
2000 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
2005 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 8.000 | 12.000 | 12.000 | 950.00 | 11,400.00 | |||
2010 | RELOCATE CRASH CUSHION (PERM) | 02898 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
2015 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,900.00 | 9,800.00 | |||
2020 | CONC MEDIAN BARRIER TYPE 9C2 | 03145 | LF | 162.00 | 186.000 | 186.000 | 186.000 | 170.00 | 31,620.00 | |||
2025 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 13,280.00 | 13,840.000 | 14,365.000 | 14,365.000 | 20.00 | 287,300.00 | |||
2030 | TUBULAR MARKERS | 03225 | EACH | 40.00 | 40.000 | 44.000 | 44.000 | 100.00 | 4,400.00 | |||
2035 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
2040 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,493.00 | 10,493.000 | 271,900.000 | 271,900.000 | 1.00 | 271,900.00 | |||
2045 | TEMP MULCH | 05952 | SQYD | 248,050.00 | 248,050.000 | 100,816.000 | 100,816.000 | 0.15 | 15,122.40 | |||
2050 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 248,050.00 | 248,050.000 | 135,192.000 | 135,192.000 | 0.16 | 21,630.72 | |||
2055 | INITIAL FERTILIZER | 05963 | TON | 26.00 | 26.000 | 14.443 | 14.443 | 600.00 | 8,665.80 | |||
2060 | 20-10-10 FERTILIZER | 05964 | TON | 25.70 | 25.700 | 7.380 | 7.380 | 800.00 | 5,904.00 | |||
2065 | SEEDING AND PROTECTION | 05985 | SQYD | 496,100.00 | 496,100.000 | 155,374.000 | 155,374.000 | 0.31 | 48,165.94 | |||
2070 | AGRICULTURAL LIMESTONE | 05992 | TON | 308.00 | 308.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
2075 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 270.00 | 270.000 | 270.000 | 270.000 | 29.00 | 7,830.00 | |||
2080 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 50.00 | 50.000 | 47.000 | 47.000 | 29.00 | 1,363.00 | |||
2085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 151,915.00 | 151,915.000 | 257,320.000 | 257,320.000 | 0.16 | 41,171.20 | |||
2090 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 11,275.00 | 11,275.000 | 5,795.000 | 5,795.000 | 0.14 | 811.30 | |||
2095 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 76,525.00 | 0.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
2100 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 3,775.00 | 0.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
2105 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
2110 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
2115 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 4,405.00 | 4,405.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
2120 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
2125 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 325.00 | 4,875.00 | |||
2130 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 1,855.00 | 1,855.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
2135 | RETAINING WALL | 08018 | SQFT | 1,756.50 | 1,756.500 | 1,756.500 | 1,756.500 | 36.50 | 64,112.25 | |||
2140 | CONCRETE-CLASS A (REVISED: 12-2-16) | 08100 | CUYD | 11.46 | 11.460 | 11.460 | 11.460 | 600.00 | 6,876.00 | |||
2145 | STEEL REINFORCEMENT | 08150 | LB | 392.00 | 392.000 | 392.000 | 392.000 | 2.00 | 784.00 | |||
2150 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 10.00 | 14.000 | 14.000 | 14.000 | 2,500.00 | 35,000.00 | |||
2155 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,059,988.00 | 1,059,988.000 | 51.100 | 345,370.690 | 345,421.790 | 1.00 | 51.10 | 345,421.79 | |
2160 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 254,757.00 | 254,757.000 | 1,165.910 | 465,158.710 | 466,324.620 | 1.00 | 1,165.91 | 466,324.62 | |
2165 | TEMPORARY PIPE | 20166ES810 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2170 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 1,740.00 | 2,300.000 | 2,260.000 | 2,260.000 | 5.00 | 11,300.00 | |||
2175 | RELOCATE CONC BARRIER WALL (PERM) | 20318ES508 | LF | 780.00 | 780.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
2180 | LONGITUDINAL EDGE KEY | 21289ED | LF | 5,400.00 | 5,400.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2185 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 475.00 | 475.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
2190 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 6,200.00 | 6,200.000 | 21,395.000 | 21,395.000 | 0.75 | 16,046.25 | |||
2195 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 16,400.00 | 0.000 | 3,138.000 | 3,138.000 | 1.45 | 4,550.10 | |||
2200 | INLAID PAVEMENT MARKER | 24489EC | EACH | 515.00 | 515.000 | 686.000 | 686.000 | 39.00 | 26,754.00 | |||
2205 | LONGITUDINAL SAW CUT 8 IN | 24530ED | LF | 5,400.00 | 5,400.000 | 66.000 | 66.000 | 1.50 | 99.00 | |||
2210 | PIPELINE INSPECTION | 24814EC | LF | 2,770.00 | 2,770.000 | 3,230.500 | 3,230.500 | 2.15 | 6,945.57 | |||
8004 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 65,700.000 | 20,968.000 | 20,968.000 | 0.80 | 16,774.40 | |||
8025 | TEMP SIGNAL | 04935 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 41,386.52 | 41,386.52 | |||
8038 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 0.00 | 450.000 | 455.000 | 455.000 | 45.00 | 20,475.00 | |||
8040 | EXPAN JOINT ASSEMBLY | 03291 | LF | 0.00 | 162.000 | 162.000 | 162.000 | 7.62 | 1,234.44 | |||
8053 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 0.00 | 72.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
8054 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 0.00 | 79.000 | 0.000 | 0.000 | 157.00 | 0.00 | |||
8059 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 1,740.000 | 2,745.560 | 2,745.560 | 32.00 | 87,857.92 | |||
8063 | REIMBURSEMENT Building GPS model to match design changes | 10299N | DOLL | 0.00 | 1,800.000 | 1,800.000 | 1,800.000 | 1.00 | 1,800.00 | |||
8068 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 37,303.000 | 36,805.000 | 36,805.000 | 0.86 | 31,652.30 | |||
8069 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 46,453.000 | 41,521.000 | 41,521.000 | 0.86 | 35,708.06 | |||
8070 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 3,775.000 | 3,067.000 | 3,067.000 | 1.81 | 5,551.27 | |||
8077 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 72.000 | 72.000 | 72.000 | 13.75 | 990.00 | |||
8079 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 0.00 | 1,860.000 | 1,860.000 | 1,860.000 | 4.95 | 9,207.00 | |||
8085 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 1,887.000 | 1,887.000 | 1,887.000 | 5.78 | 10,906.86 | |||
8086 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 1,552.000 | 1,552.000 | 1,552.000 | 5.78 | 8,970.56 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0003 DRAINAGE | |||||||
2215 | ENTRANCE PIPE-15 IN | 00440 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 25.00 | 1,500.00 | |||
2220 | CULVERT PIPE-18 IN | 00462 | LF | 2,185.00 | 2,113.000 | 2,399.000 | 2,399.000 | 50.00 | 119,950.00 | |||
2225 | CULVERT PIPE-18 IN (RCP) | 00462 | LF | 27.00 | 27.000 | 20.000 | 20.000 | 72.00 | 1,440.00 | |||
2230 | CULVERT PIPE-24 IN | 00464 | LF | 1,063.00 | 914.000 | 1,078.000 | 1,078.000 | 60.00 | 64,680.00 | |||
2235 | CULVERT PIPE-24 IN (RCP) | 00464 | LF | 29.00 | 29.000 | 36.000 | 36.000 | 98.00 | 3,528.00 | |||
2240 | CULVERT PIPE-30 IN | 00466 | LF | 537.00 | 430.000 | 466.000 | 466.000 | 70.00 | 32,620.00 | |||
2245 | CULVERT PIPE-36 IN | 00468 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 99.00 | 10,098.00 | |||
2250 | CULVERT PIPE-36 IN (RCP) | 00468 | LF | 18.00 | 18.000 | 16.000 | 16.000 | 245.00 | 3,920.00 | |||
2255 | CULVERT PIPE-42 IN | 00469 | LF | 314.00 | 314.000 | 314.000 | 314.000 | 120.00 | 37,680.00 | |||
2260 | CULVERT PIPE-42 IN (RCP) | 00469 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
2265 | CULVERT PIPE-54 IN | 00471 | LF | 254.00 | 254.000 | 254.000 | 254.000 | 155.00 | 39,370.00 | |||
2270 | CULVERT PIPE-54 IN (RCP) | 00471 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 300.00 | 17,100.00 | |||
2275 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 186.00 | 186.000 | 186.000 | 186.000 | 58.00 | 10,788.00 | |||
2280 | STORM SEWER PIPE-15 IN | 00521 | LF | 709.00 | 709.000 | 715.000 | 715.000 | 50.00 | 35,750.00 | |||
2285 | STORM SEWER PIPE-18 IN | 00522 | LF | 441.00 | 441.000 | 326.500 | 326.500 | 61.00 | 19,916.50 | |||
2290 | STORM SEWER PIPE-24 IN | 00524 | LF | 173.00 | 173.000 | 100.000 | 100.000 | 68.00 | 6,800.00 | |||
2295 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 17.00 | 17.000 | 14.000 | 14.000 | 850.00 | 11,900.00 | |||
2300 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,500.00 | 12,000.00 | |||
2305 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,600.00 | 7,800.00 | |||
2310 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
2315 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
2320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,800.00 | 9,000.00 | |||
2325 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
2330 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,800.00 | 16,800.00 | |||
2335 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,400.00 | 13,600.00 | |||
2340 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
2345 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
2350 | CURB BOX INLET TYPE B | 01480 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,000.00 | 30,000.00 | |||
2355 | DROP BOX INLET TYPE 1 | 01490 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 1,200.00 | 18,000.00 | |||
2360 | DROP BOX INLET TYPE 5B | 01505 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,800.00 | 38,000.00 | |||
2365 | DROP BOX INLET TYPE 5F | 01517 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 2,400.00 | 52,800.00 | |||
2370 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
2375 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
2380 | JUNCTION BOX-24 IN | 01643 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,700.00 | 8,500.00 | |||
2385 | JUNCTION BOX-30 IN | 01644 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
2390 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
2395 | JUNCTION BOX-54 IN | 01648 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
2400 | JUNCTION BOX-SPECIAL | 01653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
2405 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 68.00 | 155.000 | 155.000 | 155.000 | 400.00 | 62,000.00 | |||
2410 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 101.00 | 208.000 | 167.000 | 167.000 | 500.00 | 83,500.00 | |||
2415 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 151.00 | 151.000 | 76.000 | 76.000 | 375.00 | 28,500.00 | |||
2420 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0004 BRIDGE - KY 134 CONNECTOR- DWG. 27512 | |||||||
2425 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 91.00 | 91.000 | 17.613 | 17.613 | 41.00 | 722.13 | |||
2430 | MASONRY COATING | 02998 | SQYD | 920.00 | 920.000 | 920.000 | 920.000 | 7.50 | 6,900.00 | |||
2435 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 50.00 | 3,000.00 | |||
2440 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 70.00 | 70.000 | 53.903 | 53.903 | 70.00 | 3,773.21 | |||
2445 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 160.00 | 0.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
2450 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 63.00 | 63.000 | 237.900 | 237.900 | 33.00 | 7,850.70 | |||
2455 | PILES-STEEL HP12X53 | 08046 | LF | 140.00 | 140.000 | 150.463 | 150.463 | 40.00 | 6,018.52 | |||
2460 | PILE POINTS-12 IN | 08094 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 95.00 | 380.00 | |||
2465 | CONCRETE-CLASS A | 08100 | CUYD | 98.10 | 98.100 | 98.100 | 98.100 | 535.00 | 52,483.50 | |||
2470 | CONCRETE-CLASS AA | 08104 | CUYD | 225.60 | 225.600 | 225.600 | 225.600 | 650.00 | 146,640.00 | |||
2475 | STEEL REINFORCEMENT | 08150 | LB | 11,346.00 | 11,810.680 | 11,810.680 | 11,810.680 | 0.91 | 10,747.71 | |||
2480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 59,460.00 | 59,460.000 | 59,460.000 | 59,460.000 | 0.94 | 55,892.40 | |||
2485 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 844.70 | 844.700 | 844.700 | 844.700 | 235.00 | 198,504.50 | |||
2490 | RAIL SYSTEM TYPE III | 21532ED | LF | 426.00 | 426.000 | 426.000 | 426.000 | 90.00 | 38,340.00 | |||
8047 | EW~ Payment for Additional Cork | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,382.14 | 1,382.14 | |||
8048 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 18.000 | 18.000 | 18.000 | 244.03 | 4,392.63 | |||
8049 | CONCRETE TESTING EQUIPMENT Coring Pier #1 | 24664EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,545.23 | 2,545.23 | |||
8050 | REIMBURSEMENT Hauling Missing Steel Reinforcement | 10299N | DOLL | 0.00 | 200.000 | 200.000 | 200.000 | 1.00 | 200.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0005 BRIDGE - PARKWAY ROAD (CR 1226) - DWG. 27530 | |||||||
2495 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 334.00 | 334.000 | 477.719 | 477.719 | 41.00 | 19,586.47 | |||
2500 | MASONRY COATING | 02998 | SQYD | 1,484.00 | 1,484.000 | 1,484.000 | 1,484.000 | 7.50 | 11,130.00 | |||
2505 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 196.00 | 196.000 | 196.000 | 196.000 | 50.00 | 9,800.00 | |||
2510 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 348.00 | 348.000 | 365.234 | 365.234 | 11.50 | 4,200.19 | |||
2515 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 240.00 | 240.000 | 129.670 | 129.670 | 20.00 | 2,593.40 | |||
2520 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 570.00 | 570.000 | 631.610 | 631.610 | 33.00 | 20,843.13 | |||
2525 | PRE-DRILLING FOR PILES | 08039 | LF | 480.00 | 480.000 | 501.960 | 501.960 | 145.00 | 72,784.20 | |||
2530 | PILES-STEEL HP12X53 | 08046 | LF | 552.00 | 552.000 | 609.041 | 609.041 | 40.00 | 24,361.64 | |||
2535 | PILE POINTS-12 IN | 08094 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 95.00 | 2,280.00 | |||
2540 | CONCRETE-CLASS A | 08100 | CUYD | 343.80 | 343.800 | 343.800 | 343.800 | 555.00 | 190,809.00 | |||
2545 | CONCRETE-CLASS AA | 08104 | CUYD | 387.40 | 387.400 | 387.400 | 387.400 | 530.00 | 205,322.00 | |||
2550 | STEEL REINFORCEMENT | 08150 | LB | 50,836.00 | 50,836.000 | 50,836.000 | 50,836.000 | 0.86 | 43,718.96 | |||
2555 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 131,662.00 | 131,662.000 | 131,662.000 | 131,662.000 | 0.94 | 123,762.28 | |||
2560 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 1,427.70 | 1,427.700 | 1,427.700 | 1,427.700 | 185.00 | 264,124.50 | |||
2565 | RAIL SYSTEM TYPE III | 21532ED | LF | 584.00 | 584.000 | 584.000 | 584.000 | 90.00 | 52,560.00 | |||
8039 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 56.000 | 56.000 | 56.000 | 239.15 | 13,392.40 | |||
8058 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 0.00 | 8,010.000 | 8,010.000 | 8,010.000 | 1.13 | 9,051.30 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0006 BRIDGE - KY 134W (EASTBOUND) - DWG. 27602 | |||||||
2570 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 433.00 | 433.000 | 614.538 | 614.538 | 41.00 | 25,196.05 | |||
2575 | MASONRY COATING | 02998 | SQYD | 1,348.00 | 1,348.000 | 1,348.000 | 1,348.000 | 7.50 | 10,110.00 | |||
2580 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 183.20 | 183.200 | 183.200 | 183.200 | 50.00 | 9,160.00 | |||
2585 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 608.00 | 608.000 | 582.945 | 582.945 | 95.00 | 55,379.77 | |||
2590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 191.00 | 191.000 | 133.343 | 133.343 | 50.00 | 6,667.15 | |||
2595 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 393.00 | 393.000 | 883.800 | 883.800 | 33.00 | 29,165.40 | |||
2600 | PILES-STEEL HP12X53 | 08046 | LF | 514.00 | 514.000 | 635.453 | 635.453 | 60.00 | 38,127.18 | |||
2605 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 95.00 | 2,090.00 | |||
2610 | CONCRETE-CLASS A | 08100 | CUYD | 356.30 | 356.300 | 356.300 | 356.300 | 495.00 | 176,368.50 | |||
2615 | CONCRETE-CLASS AA | 08104 | CUYD | 500.70 | 500.700 | 500.700 | 500.700 | 585.00 | 292,909.50 | |||
2620 | STEEL REINFORCEMENT | 08150 | LB | 51,591.00 | 51,591.000 | 51,591.000 | 51,591.000 | 0.82 | 42,304.62 | |||
2625 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 116,084.00 | 116,084.000 | 116,084.000 | 116,084.000 | 0.94 | 109,118.96 | |||
2630 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,301.00 | 1,301.000 | 1,301.000 | 1,301.000 | 235.00 | 305,735.00 | |||
2635 | RAIL SYSTEM TYPE III | 21532ED | LF | 491.00 | 491.000 | 491.000 | 491.000 | 90.00 | 44,190.00 | |||
8033 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 40.750 | 40.750 | 40.750 | 262.88 | 10,712.36 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0007 BRIDGE - KY 134W (WESTBOUND) - DWG. 27603 | |||||||
2640 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 203.00 | 203.000 | 325.757 | 325.757 | 41.00 | 13,356.03 | |||
2645 | MASONRY COATING | 02998 | SQYD | 952.00 | 952.000 | 952.000 | 952.000 | 7.50 | 7,140.00 | |||
2650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 50.00 | 5,900.00 | |||
2655 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 491.00 | 491.000 | 467.350 | 467.350 | 20.00 | 9,347.00 | |||
2660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 44.00 | 44.000 | 40.394 | 40.394 | 100.00 | 4,039.40 | |||
2665 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 291.00 | 291.000 | 642.220 | 642.220 | 33.00 | 21,193.26 | |||
2670 | PRE-DRILLING FOR PILES | 08039 | LF | 111.00 | 111.000 | 119.820 | 119.820 | 170.00 | 20,369.40 | |||
2675 | PILES-STEEL HP12X53 | 08046 | LF | 408.00 | 408.000 | 460.839 | 460.839 | 38.00 | 17,511.88 | |||
2680 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 95.00 | 1,710.00 | |||
2685 | CONCRETE-CLASS A | 08100 | CUYD | 223.00 | 223.000 | 223.000 | 223.000 | 625.00 | 139,375.00 | |||
2690 | CONCRETE-CLASS AA | 08104 | CUYD | 299.90 | 299.900 | 299.900 | 299.900 | 665.00 | 199,433.50 | |||
2695 | STEEL REINFORCEMENT | 08150 | LB | 29,439.00 | 29,439.000 | 29,439.000 | 29,439.000 | 0.84 | 24,728.76 | |||
2700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 78,813.00 | 78,813.000 | 78,813.000 | 78,813.000 | 0.94 | 74,084.22 | |||
2705 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 943.20 | 943.200 | 943.200 | 943.200 | 190.00 | 179,208.00 | |||
2710 | RAIL SYSTEM TYPE III | 21532ED | LF | 434.00 | 434.000 | 434.000 | 434.000 | 90.00 | 39,060.00 | |||
8062 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 76.740 | 76.740 | 76.740 | 258.13 | 19,808.89 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0008 BRIDGE - KY 134 EAST- DWG. 27604 | |||||||
2715 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 753.00 | 753.000 | 894.085 | 894.085 | 41.00 | 36,657.48 | |||
2720 | MASONRY COATING | 02998 | SQYD | 1,896.00 | 1,896.000 | 1,896.000 | 1,896.000 | 7.50 | 14,220.00 | |||
2725 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 161.20 | 161.200 | 161.200 | 161.200 | 50.00 | 8,060.00 | |||
2730 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 454.00 | 454.000 | 454.000 | 454.000 | 20.00 | 9,080.00 | |||
2735 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 58.00 | 58.000 | 71.217 | 71.217 | 100.00 | 7,121.70 | |||
2740 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 372.00 | 372.000 | 2,232.260 | 2,232.260 | 32.00 | 71,432.32 | |||
2745 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 581.00 | 581.000 | 516.190 | 516.190 | 33.00 | 17,034.27 | |||
2750 | PRE-DRILLING FOR PILES | 08039 | LF | 315.00 | 315.000 | 294.240 | 294.240 | 155.00 | 45,607.20 | |||
2755 | PILES-STEEL HP12X53 | 08046 | LF | 963.00 | 963.000 | 995.397 | 995.397 | 38.00 | 37,825.08 | |||
2760 | PILE POINTS-12 IN | 08094 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 95.00 | 3,420.00 | |||
2765 | CONCRETE-CLASS A | 08100 | CUYD | 316.40 | 316.400 | 316.400 | 316.400 | 515.00 | 162,946.00 | |||
2770 | CONCRETE-CLASS AA | 08104 | CUYD | 574.20 | 574.200 | 574.200 | 574.200 | 590.00 | 338,778.00 | |||
2775 | STEEL REINFORCEMENT | 08150 | LB | 34,958.00 | 34,958.000 | 34,958.000 | 34,958.000 | 0.83 | 29,015.14 | |||
2780 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 147,610.00 | 147,610.000 | 147,610.000 | 147,610.000 | 0.94 | 138,753.40 | |||
2785 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,008.10 | 2,008.100 | 2,008.100 | 2,008.100 | 230.00 | 461,863.00 | |||
2790 | RAIL SYSTEM TYPE III | 21532ED | LF | 812.00 | 812.000 | 812.000 | 812.000 | 90.00 | 73,080.00 | |||
8030 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 20.930 | 20.930 | 20.930 | 262.88 | 5,502.07 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0009 BRIDGE - CULVERT #1 -STA. 3111+46.70 - DWG. 27509 | |||||||
2795 | GRANULAR EMBANKMENT | 02223 | CUYD | 45.00 | 45.000 | 34.467 | 34.467 | 22.00 | 758.27 | |||
2800 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 8.50 | 8.500 | 0.000 | 0.000 | 150.00 | 0.00 | |||
2805 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 6.00 | 6.000 | 2.560 | 2.560 | 100.00 | 256.00 | |||
2810 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
2815 | CONCRETE-CLASS A | 08100 | CUYD | 129.70 | 129.700 | 129.700 | 129.700 | 540.00 | 70,038.00 | |||
2820 | STEEL REINFORCEMENT | 08150 | LB | 10,149.00 | 10,149.000 | 10,149.000 | 10,149.000 | 0.79 | 8,017.71 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0010 BRIDGE - CULVERT #2 - STA.3133+16.85 - DWG. 27510 | |||||||
2825 | GRANULAR EMBANKMENT | 02223 | CUYD | 91.00 | 91.000 | 126.783 | 126.783 | 22.00 | 2,789.22 | |||
2830 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 44.30 | 44.300 | 44.300 | 44.300 | 150.00 | 6,645.00 | |||
2835 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
2840 | CONCRETE-CLASS A | 08100 | CUYD | 235.40 | 235.400 | 235.400 | 235.400 | 495.00 | 116,523.00 | |||
2845 | STEEL REINFORCEMENT | 08150 | LB | 29,450.00 | 29,450.000 | 29,450.000 | 29,450.000 | 0.79 | 23,265.50 | |||
8021 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 0.00 | 75.780 | 75.780 | 75.780 | 100.00 | 7,578.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0011 BRIDGE - CULVERT #3 - STA. 47+00 - DWG. 27511 | |||||||
2850 | GRANULAR EMBANKMENT | 02223 | CUYD | 19.00 | 19.000 | 34.347 | 34.347 | 22.00 | 755.63 | |||
2855 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 83.00 | 286.170 | 286.170 | 286.170 | 70.00 | 20,031.90 | |||
2860 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
2865 | CONCRETE-CLASS A | 08100 | CUYD | 204.30 | 204.300 | 204.300 | 204.300 | 465.00 | 94,999.50 | |||
2870 | STEEL REINFORCEMENT | 08150 | LB | 18,185.00 | 18,185.000 | 18,185.000 | 18,185.000 | 0.79 | 14,366.15 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0012 SIGNING | |||||||
2875 | GMSS GALV STEEL TYPE A | 06400 | LB | 3,714.00 | 3,714.000 | 2,945.610 | 2,945.610 | 3.95 | 11,635.15 | |||
2880 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,202.00 | 1,202.000 | 1,295.000 | 1,295.000 | 19.00 | 24,605.00 | |||
2885 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 115.00 | 115.000 | 214.870 | 214.870 | 15.00 | 3,223.05 | |||
2890 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 664.00 | 664.000 | 329.750 | 329.750 | 15.00 | 4,946.25 | |||
2895 | STEEL POST TYPE 1 | 06410 | LF | 2,133.00 | 2,133.000 | 966.500 | 966.500 | 10.00 | 9,665.00 | |||
2900 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 135.00 | 540.00 | |||
2905 | GMSS GALV STEEL TYPE C | 06441 | LB | 4,593.00 | 4,593.000 | 5,375.650 | 5,375.650 | 6.00 | 32,253.90 | |||
2910 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
2915 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 25.00 | 25.000 | 18.480 | 18.480 | 500.00 | 9,240.00 | |||
2920 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,038.00 | 1,038.000 | 846.000 | 846.000 | 1.50 | 1,269.00 | |||
2925 | ROADWAY CROSS SECTION | 20419ND | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 50.00 | 650.00 | |||
2930 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
2935 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
2940 | BARCODE SIGN INVENTORY | 24631EC | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0013 WATERLINE - MORGAN 10-126.60 | |||||||
2945 | W DIRECTIONAL BORE (12 IN HDPE CASING PIPE) | 14004 | LF | 600.00 | 0.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
2950 | W DIRECTIONAL BORE (CREEK CROSSING) | 14004 | LF | 240.00 | 90.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
2955 | W ENCASEMENT STEEL BORED RANGE 3 (10 IN CASING PIPE) | 14008 | LF | 50.00 | 50.000 | 60.000 | 60.000 | 125.00 | 7,500.00 | |||
2960 | W FIRE HYDRANT ASSEMBLY (3 NOZZLE BLOWOFF) | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
2965 | W PIPE PVC 06 INCH (SDR - 17) | 14059 | LF | 1,395.00 | 0.000 | 0.000 | 0.000 | 9.29 | 0.00 | |||
2970 | W PIPE POLYETHYLENE/PLASTIC 06 INCH (HDPE DR-9) | 14069 | LF | 620.00 | 2,015.000 | 1,975.000 | 1,975.000 | 18.70 | 36,932.50 | |||
2975 | W TIE-IN SPECIAL (CONNECTION TO EXISTING WATER LINE - ALL | 14101 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,900.00 | 11,600.00 | |||
8001 | DIRECTIONAL BORE HDPE 10" Casing Pipe | 22668EN | LF | 0.00 | 600.000 | 675.000 | 675.000 | 132.00 | 89,100.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
2980 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
2985 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,000.00 | 229,000.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0015 TRAINEES | |||||||
2990 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER (REVISED: 12-2-16) | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.10 | 140.00 | |||
2995 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.10 | 140.00 | |||
SUBTOT | $1,217.01 |
$53,487,331.77 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2455-1-0I |
PILES | LF |
140.00 | 0006 | $18.650000 | $2,611.00 | ||||||
2460-1-0I |
PILE POINTS | EACH |
4.00 | 0006 | $69.420000 | $277.68 | ||||||
2530-1-0I |
PILES | LF |
552.00 | 0006 | $18.650000 | $10,294.80 | ||||||
2535-1-0I |
PILE POINTS | EACH |
24.00 | 0006 | $69.420000 | $1,666.08 | ||||||
2600-1-0I |
PILES | LF |
514.00 | 0006 | $18.650000 | $9,586.10 | ||||||
2605-1-0I |
PILE POINTS | EACH |
22.00 | 0006 | $69.420000 | $1,527.24 | ||||||
2675-1-0I |
PILES | LF |
408.00 | 0006 | $18.650000 | $7,609.20 | ||||||
2680-1-0I |
PILE POINTS | EACH |
18.00 | 0006 | $69.420000 | $1,249.56 | ||||||
2755-1-0I |
PILES | LF |
963.00 | 0006 | $18.650000 | $17,959.95 | ||||||
2760-1-0I |
PILE POINTS | EACH |
36.00 | 0006 | $69.420000 | $2,499.12 | ||||||
2560-1-0I |
BOX BEAM, B | LF |
713.85 | 0013 | $125.600000 | $89,659.56 | ||||||
2820-1-0I |
STEEL REINUN 615GR60 | LB |
10,149.00 | 0017 | $0.330000 | $3,349.17 | ||||||
2845-1-0I |
STEEL REINUN 615GR60 | LB |
29,450.00 | 0017 | $0.330000 | $9,718.50 | ||||||
2485-1-0I |
I BEAM, TYPE 4 | LF |
844.70 | 0018 | $163.400000 | $138,023.98 | ||||||
2135-1-0I |
RETAINING WALL | SQFT |
1,756.50 | 0024 | $12.620000 | $22,167.03 | ||||||
2215-1-0I |
PIPE, CMP 1.63 MM | LF |
60.00 | 0024 | $9.320000 | $559.20 | ||||||
2275-1-0I |
PIPE, ALUM ARCH CUL | LF |
186.00 | 0024 | $17.060000 | $3,173.16 | ||||||
2405-1-0I |
PIPE, STEEL ENCASEME | LF |
68.00 | 0024 | $63.390000 | $4,310.52 | ||||||
2415-1-0I |
PIPE, STEEL ENCASEME | LF |
151.00 | 0024 | $50.350000 | $7,602.85 | ||||||
2630-1-0I |
I BEAM, TYPE 4 | LF |
1,301.00 | 0025 | $166.410000 | $216,499.41 | ||||||
2785-1-0I |
I BEAM, TYPE 4 | LF |
1,004.06 | 0025 | $165.000000 | $165,669.90 | ||||||
2135-2-0I |
RETAINING WALL | SQFT |
1,756.50 | 0027 | $18.680000 | $32,811.42 | ||||||
2620-1-0I |
STEEL REINUN 615GR60 | LB |
22,513.00 | 0030 | $0.330000 | $7,429.29 | ||||||
2775-1-0I |
STEEL REINUN 615GR60 | LB |
13,326.00 | 0030 | $0.330000 | $4,397.58 | ||||||
2550-1-0I |
STEEL REINUN 615GR60 | LB |
20,986.00 | 0035 | $0.330000 | $6,925.38 | ||||||
2555-1-0I |
STL REINEXCO 615GR60 | LB |
1,582.00 | 0035 | $0.420000 | $664.44 | ||||||
2255-1-0I |
PIPE, CMP 1.63 MM | LF |
314.00 | 0040 | $45.400000 | $14,255.60 | ||||||
2265-1-0I |
PIPE, CMP 1.63 MM | LF |
254.00 | 0040 | $62.050000 | $15,760.70 | ||||||
2560-2-0I |
BOX BEAM, B | LF |
713.85 | 0040 | $125.600000 | $89,659.56 | ||||||
1780-1-0I |
GDRAIL GALV AW .109 | LF |
19,825.00 | 0041 | $9.700000 | $192,302.50 | ||||||
2785-2-0I |
I BEAM, TYPE 4 | LF |
1,004.04 | 0047 | $165.000000 | $165,666.60 | ||||||
2470-1-0I |
STAY IN PL FORMS | LS |
225.60 | 0050 | $52.400000 | $11,821.44 | ||||||
2480-1-0I |
STL REINEXCO 615GR60 | LB |
56,670.00 | 0050 | $0.420000 | $23,801.40 | ||||||
2490-1-0I |
STL REINEXCO 615GR60 | LB |
8,092.00 | 0050 | $0.420000 | $3,398.64 | ||||||
2705-1-0I |
I BEAM, TYPE 2 | LF |
872.75 | 0050 | $127.000000 | $110,839.25 | ||||||
2705-2-0I |
I BEAM, TYPE 2 | LF |
70.45 | 0052 | $127.000000 | $8,947.15 | ||||||
2545-1-0I |
STAY IN PL FORMS | LS |
193.70 | 0063 | $52.200000 | $10,111.14 | ||||||
2555-2-0I |
STL REINEXCO 615GR60 | LB |
54,053.00 | 0063 | $0.420000 | $22,702.26 | ||||||
2560-3-0I |
BOX BEAM, B | LF |
1,427.70 | 0063 | $125.600000 | $179,319.12 | ||||||
2565-1-0I |
STL REINEXCO 615GR60 | LB |
5,537.00 | 0063 | $0.420000 | $2,325.54 | ||||||
2625-1-0I |
STL REINEXCO 615GR60 | LB |
29,548.00 | 0063 | $0.420000 | $12,410.16 | ||||||
2625-2-0I |
STL REINEXCO 615GR60 | LB |
80,359.00 | 0070 | $0.460000 | $36,965.14 | ||||||
2635-1-0I |
STL REINEXCO 615GR60 | LB |
9,279.00 | 0070 | $0.460000 | $4,268.34 | ||||||
2625-3-0I |
STL REINEXCO 615GR60 | LB |
109,107.00 | 0072 | $0.450000 | $49,098.15 | ||||||
2770-1-0I |
STAY IN PL FORMS | LS |
287.10 | 0086 | $64.000000 | $18,374.40 | ||||||
2780-1-0I |
STL REINEXCO 615GR60 | LB |
71,919.00 | 0086 | $0.480000 | $34,521.12 | ||||||
2790-1-0I |
STL REINEXCO 615GR60 | LB |
7,665.00 | 0086 | $0.480000 | $3,679.20 | ||||||
2555-3-0I |
STL REINEXCO 615GR60 | LB |
54,051.00 | 0090 | $0.500000 | $27,025.50 | ||||||
2565-2-0I |
STL REINEXCO 615GR60 | LB |
5,537.00 | 0090 | $0.500000 | $2,768.50 | ||||||
2700-1-0I |
STL REINEXCO 615GR60 | LB |
6,928.00 | 0090 | $0.500000 | $3,464.00 | ||||||
2695-1-0I |
STEEL REINUN 615GR60 | LB |
26,770.00 | 0091 | $0.410000 | $10,975.70 | ||||||
2690-1-0I |
STAY IN PL FORMS | LS |
299.90 | 0092 | $62.800000 | $18,833.72 | ||||||
2770-2-0I |
STAY IN PL FORMS | LS |
288.20 | 0092 | $50.900000 | $14,669.38 | ||||||
2700-2-0I |
STL REINEXCO 615GR60 | LB |
71,701.00 | 0100 | $0.500000 | $35,850.50 | ||||||
2710-1-0I |
STL REINEXCO 615GR60 | LB |
8,237.00 | 0100 | $0.500000 | $4,118.50 | ||||||
2780-2-0I |
STL REINEXCO 615GR60 | LB |
69,050.00 | 0104 | $0.520000 | $35,906.00 | ||||||
2790-2-0I |
STL REINEXCO 615GR60 | LB |
7,665.00 | 0104 | $0.520000 | $3,985.80 | ||||||
2845-1-0A |
STEEL REINUN 615GR60 | LB |
11,392.00 | 0017 | $0.330000 | $-3,759.36 | ||||||
2845-1-0A |
STEEL REINUN 615GR60 | LB |
18,058.00 | 0018 | $0.330000 | $-5,959.14 | ||||||
2820-1-0A |
STEEL REINUN 615GR60 | LB |
7,981.00 | 0019 | $0.330000 | $-2,633.73 | ||||||
2820-1-0A |
STEEL REINUN 615GR60 | LB |
1,252.00 | 0020 | $0.330000 | $-413.16 | ||||||
2820-1-0A |
STEEL REINUN 615GR60 | LB |
916.00 | 0021 | $0.330000 | $-302.28 | ||||||
2405-1-0A |
PIPE, STEEL ENCASEME | LF |
66.00 | 0025 | $63.390000 | $-4,183.74 | ||||||
2405-1-0A |
PIPE, STEEL ENCASEME | LF |
-66.00 | 0029 | $63.390000 | $4,183.74 | ||||||
2775-1-0A |
STEEL REINUN 615GR60 | LB |
10,622.00 | 0031 | $0.330000 | $-3,505.26 | ||||||
2775-1-0A |
STEEL REINUN 615GR60 | LB |
2,704.00 | 0032 | $0.330000 | $-892.32 | ||||||
2620-1-0A |
STEEL REINUN 615GR60 | LB |
7,765.00 | 0033 | $0.330000 | $-2,562.45 | ||||||
2620-1-0A |
STEEL REINUN 615GR60 | LB |
6,404.00 | 0034 | $0.330000 | $-2,113.32 | ||||||
2620-1-0A |
STEEL REINUN 615GR60 | LB |
8,344.00 | 0035 | $0.330000 | $-2,753.52 | ||||||
2275-1-0A |
PIPE, ALUM ARCH CUL | LF |
61.00 | 0038 | $17.060000 | $-1,040.66 | ||||||
2630-1-0A |
I BEAM, TYPE 4 | LF |
550.00 | 0038 | $166.410000 | $-91,525.50 | ||||||
2135-2-0A |
RETAINING WALL | SQFT |
1,756.50 | 0039 | $18.680000 | $-32,811.42 | ||||||
2215-1-0A |
PIPE, CMP 1.63 MM | LF |
60.00 | 0039 | $9.320000 | $-559.20 | ||||||
2550-1-0A |
STEEL REINUN 615GR60 | LB |
5,342.00 | 0041 | $0.330000 | $-1,762.86 | ||||||
2255-1-0A |
PIPE, CMP 1.63 MM | LF |
314.00 | 0042 | $45.400000 | $-14,255.60 | ||||||
2550-1-0A |
STEEL REINUN 615GR60 | LB |
8,722.00 | 0042 | $0.330000 | $-2,878.26 | ||||||
2600-1-0A |
PILES | LF |
361.10 | 0042 | $18.650000 | $-6,734.52 | ||||||
2605-1-0A |
PILE POINTS | EACH |
11.00 | 0042 | $69.420000 | $-763.62 | ||||||
2455-1-0A |
PILES | LF |
140.00 | 0043 | $18.650000 | $-2,611.00 | ||||||
2460-1-0A |
PILE POINTS | EACH |
4.00 | 0043 | $69.420000 | $-277.68 | ||||||
2550-1-0A |
STEEL REINUN 615GR60 | LB |
6,735.00 | 0043 | $0.330000 | $-2,222.55 | ||||||
2550-1-0A |
STEEL REINUN 615GR60 | LB |
187.00 | 0044 | $0.330000 | $-61.71 | ||||||
2630-1-0A |
I BEAM, TYPE 4 | LF |
355.37 | 0044 | $166.410000 | $-59,137.95 | ||||||
2485-1-0A |
I BEAM, TYPE 4 | LF |
422.35 | 0055 | $163.400000 | $-69,011.99 | ||||||
2485-1-0A |
I BEAM, TYPE 4 | LF |
422.35 | 0056 | $163.400000 | $-69,011.99 | ||||||
2470-1-0A |
STAY IN PL FORMS | LS |
4.00 | 0058 | $52.400000 | $-209.60 | ||||||
2480-1-0A |
STL REINEXCO 615GR60 | LB |
222.00 | 0058 | $0.420000 | $-93.24 | ||||||
2470-1-0A |
STAY IN PL FORMS | LS |
221.60 | 0059 | $52.400000 | $-11,611.84 | ||||||
2480-1-0A |
STL REINEXCO 615GR60 | LB |
56,448.00 | 0059 | $0.420000 | $-23,708.16 | ||||||
2265-1-0A |
PIPE, CMP 1.63 MM | LF |
100.00 | 0060 | $62.050000 | $-6,205.00 | ||||||
2490-1-0A |
STL REINEXCO 615GR60 | LB |
8,092.00 | 0060 | $0.420000 | $-3,398.64 | ||||||
2265-1-0A |
PIPE, CMP 1.63 MM | LF |
154.00 | 0061 | $62.050000 | $-9,555.70 | ||||||
2415-1-0A |
PIPE, STEEL ENCASEME | LF |
76.00 | 0061 | $50.350000 | $-3,826.60 | ||||||
2530-1-0A |
PILES | LF |
289.33 | 0061 | $18.650000 | $-5,396.10 | ||||||
2535-1-0A |
PILE POINTS | EACH |
12.00 | 0061 | $69.420000 | $-833.04 | ||||||
2555-1-0A |
STL REINEXCO 615GR60 | LB |
1,582.00 | 0061 | $0.420000 | $-664.44 | ||||||
2560-3-0A |
BOX BEAM, B | LF |
717.13 | 0063 | $125.600000 | $-90,072.03 | ||||||
2600-1-0A |
PILES | LF |
152.90 | 0063 | $18.650000 | $-2,851.58 | ||||||
2605-1-0A |
PILE POINTS | EACH |
11.00 | 0063 | $69.420000 | $-763.62 | ||||||
2625-1-0A |
STL REINEXCO 615GR60 | LB |
800.00 | 0063 | $0.420000 | $-336.00 | ||||||
2405-1-0A |
PIPE, STEEL ENCASEME | LF |
68.00 | 0064 | $63.390000 | $-4,310.52 | ||||||
2630-1-0A |
I BEAM, TYPE 4 | LF |
395.62 | 0065 | $166.410000 | $-65,835.96 | ||||||
2545-1-0A |
STAY IN PL FORMS | LS |
193.70 | 0070 | $52.200000 | $-10,111.14 | ||||||
2555-2-0A |
STL REINEXCO 615GR60 | LB |
54,053.00 | 0070 | $0.420000 | $-22,702.26 | ||||||
2565-1-0A |
STL REINEXCO 615GR60 | LB |
5,483.76 | 0072 | $0.420000 | $-2,303.18 | ||||||
2625-3-0A |
STL REINEXCO 615GR60 | LB |
23,216.00 | 0072 | $0.450000 | $-10,447.20 | ||||||
2625-3-0A |
STL REINEXCO 615GR60 | LB |
85,891.00 | 0073 | $0.450000 | $-38,650.95 | ||||||
2635-1-0A |
STL REINEXCO 615GR60 | LB |
9,279.00 | 0074 | $0.460000 | $-4,268.34 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
325.00 | 0076 | $9.700000 | $-3,152.50 | ||||||
2530-1-0A |
PILES | LF |
262.66 | 0081 | $18.650000 | $-4,898.70 | ||||||
2535-1-0A |
PILE POINTS | EACH |
12.00 | 0081 | $69.420000 | $-833.04 | ||||||
2755-1-0A |
PILES | LF |
296.03 | 0082 | $18.650000 | $-5,520.98 | ||||||
2760-1-0A |
PILE POINTS | EACH |
9.00 | 0082 | $69.420000 | $-624.78 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
1,475.00 | 0086 | $9.700000 | $-14,307.50 | ||||||
2770-1-0A |
STAY IN PL FORMS | LS |
22.00 | 0086 | $64.000000 | $-1,408.00 | ||||||
2780-1-0A |
STL REINEXCO 615GR60 | LB |
5,654.00 | 0086 | $0.480000 | $-2,713.92 | ||||||
2770-1-0A |
STAY IN PL FORMS | LS |
24.00 | 0087 | $64.000000 | $-1,536.00 | ||||||
2770-1-0A |
STAY IN PL FORMS | LS |
240.00 | 0088 | $64.000000 | $-15,360.00 | ||||||
2780-1-0A |
STL REINEXCO 615GR60 | LB |
66,265.00 | 0088 | $0.480000 | $-31,807.20 | ||||||
2790-1-0A |
STL REINEXCO 615GR60 | LB |
7,665.00 | 0089 | $0.480000 | $-3,679.20 | ||||||
2560-3-0A |
BOX BEAM, B | LF |
710.56 | 0092 | $125.600000 | $-89,247.09 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
575.00 | 0094 | $9.700000 | $-5,577.50 | ||||||
2555-3-0A |
STL REINEXCO 615GR60 | LB |
54,051.00 | 0094 | $0.500000 | $-27,025.50 | ||||||
2565-2-0A |
STL REINEXCO 615GR60 | LB |
5,536.32 | 0094 | $0.500000 | $-2,768.16 | ||||||
2675-1-0A |
PILES | LF |
156.00 | 0095 | $18.650000 | $-2,909.40 | ||||||
2680-1-0A |
PILE POINTS | EACH |
9.00 | 0095 | $69.420000 | $-624.78 | ||||||
2695-1-0A |
STEEL REINUN 615GR60 | LB |
1,618.00 | 0095 | $0.410000 | $-663.38 | ||||||
2675-1-0A |
PILES | LF |
252.00 | 0096 | $18.650000 | $-4,699.80 | ||||||
2680-1-0A |
PILE POINTS | EACH |
9.00 | 0096 | $69.420000 | $-624.78 | ||||||
2695-1-0A |
STEEL REINUN 615GR60 | LB |
2,493.00 | 0096 | $0.410000 | $-1,022.13 | ||||||
2700-1-0A |
STL REINEXCO 615GR60 | LB |
2,257.00 | 0096 | $0.500000 | $-1,128.50 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
512.50 | 0097 | $9.700000 | $-4,971.25 | ||||||
2275-1-0A |
PIPE, ALUM ARCH CUL | LF |
125.00 | 0097 | $17.060000 | $-2,132.50 | ||||||
2695-1-0A |
STEEL REINUN 615GR60 | LB |
6,696.00 | 0097 | $0.410000 | $-2,745.36 | ||||||
2695-1-0A |
STEEL REINUN 615GR60 | LB |
6,382.00 | 0098 | $0.410000 | $-2,616.62 | ||||||
2695-1-0A |
STEEL REINUN 615GR60 | LB |
3,171.00 | 0099 | $0.410000 | $-1,300.11 | ||||||
2755-1-0A |
PILES | LF |
304.47 | 0099 | $18.650000 | $-5,678.40 | ||||||
2760-1-0A |
PILE POINTS | EACH |
9.00 | 0099 | $69.420000 | $-624.78 | ||||||
2695-1-0A |
STEEL REINUN 615GR60 | LB |
6,410.00 | 0100 | $0.410000 | $-2,628.10 | ||||||
2705-2-0A |
I BEAM, TYPE 2 | LF |
70.45 | 0100 | $127.000000 | $-8,947.15 | ||||||
2705-1-0A |
I BEAM, TYPE 2 | LF |
872.75 | 0100 | $127.000000 | $-110,839.25 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
50.00 | 0101 | $9.700000 | $-485.00 | ||||||
2755-1-0A |
PILES | LF |
241.29 | 0101 | $18.650000 | $-4,500.08 | ||||||
2760-1-0A |
PILE POINTS | EACH |
18.00 | 0101 | $69.420000 | $-1,249.56 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
971.25 | 0103 | $9.700000 | $-9,421.13 | ||||||
2690-1-0A |
STAY IN PL FORMS | LS |
50.00 | 0103 | $62.800000 | $-3,140.00 | ||||||
2700-1-0A |
STL REINEXCO 615GR60 | LB |
4,671.00 | 0103 | $0.500000 | $-2,335.50 | ||||||
2700-2-0A |
STL REINEXCO 615GR60 | LB |
71,701.00 | 0103 | $0.500000 | $-35,850.50 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
4,156.25 | 0104 | $9.700000 | $-40,315.63 | ||||||
2690-1-0A |
STAY IN PL FORMS | LS |
249.90 | 0104 | $62.800000 | $-15,693.72 | ||||||
2710-1-0A |
STL REINEXCO 615GR60 | LB |
8,237.00 | 0107 | $0.500000 | $-4,118.50 | ||||||
2770-2-0A |
STAY IN PL FORMS | LS |
43.77 | 0107 | $50.900000 | $-2,227.89 | ||||||
2770-1-0A |
STAY IN PL FORMS | LS |
1.10 | 0107 | $64.000000 | $-70.40 | ||||||
2780-2-0A |
STL REINEXCO 615GR60 | LB |
1,188.31 | 0107 | $0.520000 | $-617.92 | ||||||
2770-2-0A |
STAY IN PL FORMS | LS |
244.43 | 0108 | $50.900000 | $-12,441.49 | ||||||
2780-2-0A |
STL REINEXCO 615GR60 | LB |
67,861.69 | 0108 | $0.520000 | $-35,288.08 | ||||||
2755-1-0A |
PILES | LF |
121.20 | 0109 | $18.650000 | $-2,260.49 | ||||||
2790-2-0A |
STL REINEXCO 615GR60 | LB |
7,665.00 | 0110 | $0.520000 | $-3,985.80 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
350.00 | 0114 | $9.700000 | $-3,395.00 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
3,525.00 | 0115 | $9.700000 | $-34,192.50 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
5,075.00 | 0116 | $9.700000 | $-49,227.50 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
1,357.00 | 0117 | $9.700000 | $-13,162.90 | ||||||
1780-1-0A |
GDRAIL GALV AW .109 | LF |
912.50 | 0120 | $9.700000 | $-8,851.25 | ||||||
2135-10C |
RETAINING WALL | SQFT |
0.00 | 0027 | $12.620000 | $-22,167.03 | ||||||
2560-10C |
BOX BEAM, B | LF |
0.00 | 0063 | $125.600000 | $-89,659.56 | ||||||
2560-20C |
BOX BEAM, B | LF |
0.00 | 0063 | $125.600000 | $-89,659.56 | ||||||
2625-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0072 | $0.420000 | $-12,074.16 | ||||||
2625-20C |
STL REINEXCO 615GR60 | LB |
0.00 | 0072 | $0.460000 | $-36,965.14 | ||||||
2785-10C |
I BEAM, TYPE 4 | LF |
0.00 | 0085 | $165.000000 | $-165,669.90 | ||||||
2785-20C |
I BEAM, TYPE 4 | LF |
0.00 | 0085 | $165.000000 | $-165,666.60 | ||||||
2565-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0090 | $0.420000 | $-22.36 | ||||||
2565-20C |
STL REINEXCO 615GR60 | LB |
0.00 | 0109 | $0.500000 | $-0.34 | ||||||
2415-10C |
PIPE, STEEL ENCASEME | LF |
0.00 | 0118 | $50.350000 | $-3,776.25 | ||||||
1780-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0122 | $9.700000 | $-5,242.84 | ||||||
SUBTOT | $0.00 |
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (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 | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0001 PAVING | |||||||
3000 | CRUSHED STONE BASE | 00003 | TON | 28,889.00 | 28,889.000 | 31,256.510 | 31,256.510 | 26.00 | 812,669.26 | |||
3005 | LEVELING & WEDGING PG64-22 | 00190 | TON | 5,478.00 | 5,478.000 | 5,154.290 | 5,154.290 | 79.50 | 409,766.05 | |||
3010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,427.00 | 4,427.000 | 3,840.770 | 3,840.770 | 69.70 | 267,701.66 | |||
3015 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 18,688.00 | 18,688.000 | 16,872.010 | 16,872.010 | 69.70 | 1,175,979.09 | |||
3020 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,652.00 | 1,652.000 | 1,458.900 | 1,458.900 | 75.00 | 109,417.50 | |||
3025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,457.00 | 3,457.000 | 3,639.800 | 3,639.800 | 79.50 | 289,364.10 | |||
3030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 596.00 | 596.000 | 369.620 | 369.620 | 28.00 | 10,349.36 | |||
3035 | ASPHALT SEAL AGGREGATE | 00100 | TON | 352.80 | 352.800 | 264.180 | 264.180 | 90.00 | 23,776.20 | |||
3040 | ASPHALT SEAL COAT | 00103 | TON | 42.30 | 42.300 | 37.600 | 37.600 | 585.00 | 21,996.00 | |||
3045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 125.00 | 125.000 | 759.600 | 759.600 | 30.00 | 22,788.00 | |||
3600 | MOBILIZATION FOR MILL & TEXT (MORGAN 10-126.70) | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,000.00 | 3,000.00 | 3,000.00 | |
8009 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 261.480 | 261.480 | 30.00 | 7,844.40 | |||
8016 | JOINT ADHESIVE | 20071EC | LF | 0.00 | 32,445.000 | 32,468.000 | 32,468.000 | 0.52 | 16,883.36 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0002 ROADWAY | |||||||
3050 | PERFORATED PIPE-8 IN | 01002 | LF | 250.00 | 250.000 | 1,864.000 | 1,864.000 | 20.00 | 37,280.00 | |||
3055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 76.00 | 76.000 | 68.000 | 68.000 | 7.50 | 510.00 | |||
3060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 8.00 | 160.00 | |||
3070 | TEMP DITCH | 02159 | LF | 5,719.00 | 5,719.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3075 | CLEAN TEMP DITCH | 02160 | LF | 2,860.00 | 2,860.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3080 | ROADWAY EXCAVATION | 02200 | CUYD | 593,249.00 | 606,510.000 | 606,510.000 | 606,510.000 | 3.70 | 2,244,087.00 | |||
3085 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 2,166.00 | 2,166.000 | 1,600.000 | 1,600.000 | 5.00 | 8,000.00 | |||
3090 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 16,259.00 | 8,675.000 | 9,721.000 | 9,721.000 | 5.00 | 48,605.00 | |||
3095 | REMOVE FENCE | 02265 | LF | 8,060.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
3100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,050.00 | 5,050.000 | 4,812.500 | 4,812.500 | 14.30 | 68,818.75 | |||
3105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 35.00 | 70.00 | |||
3110 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,100.00 | 8,800.00 | |||
3115 | REMOVE GUARDRAIL | 02381 | LF | 4,929.50 | 4,929.500 | 4,278.000 | 4,278.000 | 1.30 | 5,561.40 | |||
3120 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 688.00 | 688.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
3125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 125.00 | 2,250.00 | |||
3130 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
3135 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,857.00 | 1,857.000 | 3,302.400 | 3,302.400 | 5.00 | 16,512.00 | |||
3140 | CLEARING AND GRUBBING (APPROXIMATELY 68 ACRES, MORGAN 126.70) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 164,000.00 | 164,000.00 | |||
3145 | EDGE KEY | 02585 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
3150 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 104,538.00 | 52,269.000 | 4,316.000 | 4,316.000 | 0.80 | 3,452.80 | |||
3155 | RETAINING WALL-GABION | 02610 | CUYD | 49.00 | 49.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
3160 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,635.00 | 4,635.000 | 3,820.000 | 3,820.000 | 2.00 | 7,640.00 | |||
3165 | SAFELOADING | 02690 | CUYD | 24.80 | 24.800 | 19.500 | 19.500 | 275.00 | 5,362.50 | |||
3170 | SHOULDER RUMBLE STRIPS | 02696 | LF | 34,268.00 | 34,268.000 | 34,805.000 | 34,805.000 | 0.13 | 4,524.65 | |||
3175 | TEMP SILT FENCE | 02701 | LF | 5,719.00 | 5,719.000 | 4,925.000 | 4,925.000 | 3.00 | 14,775.00 | |||
3180 | SILT TRAP TYPE A | 02703 | EACH | 71.00 | 71.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
3185 | SILT TRAP TYPE B | 02704 | EACH | 71.00 | 71.000 | 76.000 | 76.000 | 125.00 | 9,500.00 | |||
3190 | SILT TRAP TYPE C | 02705 | EACH | 71.00 | 71.000 | 27.000 | 27.000 | 150.00 | 4,050.00 | |||
3195 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 71.00 | 71.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
3200 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 71.00 | 71.000 | 55.000 | 55.000 | 1.00 | 55.00 | |||
3205 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 71.00 | 71.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
3210 | STAKING (MORGAN 126.70) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
3215 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,332.00 | 20,332.000 | 93,800.000 | 93,800.000 | 1.00 | 93,800.00 | |||
3220 | TEMP MULCH | 05952 | SQYD | 224,364.00 | 224,364.000 | 55,660.000 | 55,660.000 | 0.15 | 8,349.00 | |||
3225 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 168,274.00 | 168,274.000 | 29,040.000 | 29,040.000 | 0.16 | 4,646.40 | |||
3230 | INITIAL FERTILIZER | 05963 | TON | 5.80 | 5.800 | 5.800 | 5.800 | 600.00 | 3,480.00 | |||
3235 | 20-10-10 FERTILIZER | 05964 | TON | 9.70 | 9.700 | 4.550 | 4.550 | 800.00 | 3,640.00 | |||
3240 | SEEDING AND PROTECTION | 05985 | SQYD | 241,904.00 | 241,904.000 | 67,322.000 | 67,322.000 | 0.31 | 20,869.82 | |||
3245 | AGRICULTURAL LIMESTONE | 05992 | TON | 116.90 | 116.900 | 0.250 | 0.250 | 55.00 | 13.75 | |||
3250 | FUEL ADJUSTMENT | 10020NS | DOLL | 165,453.00 | 165,453.000 | 76,968.330 | 76,968.330 | 1.00 | 76,968.33 | |||
3255 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 131,761.00 | 131,761.000 | 224,078.880 | 224,078.880 | 1.00 | 224,078.88 | |||
3260 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,978.00 | 1,978.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3265 | PIPELINE INSPECTION | 24814EC | LF | 1,843.00 | 1,843.000 | 1,833.900 | 1,833.900 | 2.15 | 3,942.88 | |||
3625 | REMOVE STRUCTURE PARCEL 26(WELL HOUSE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
3630 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
8005 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 52,269.000 | 43,046.990 | 43,046.990 | 0.80 | 34,437.59 | |||
8014 | SAW CUT | 20430ED | LF | 0.00 | 8,111.000 | 7,493.000 | 7,493.000 | 2.00 | 14,986.00 | |||
8018 | REMOVE & REPLACE FENCE | 02268 | LF | 0.00 | 7,584.000 | 7,693.000 | 7,693.000 | 7.20 | 55,389.60 | |||
8023 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 27.000 | 28.270 | 28.270 | 275.00 | 7,774.25 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0003 DRAINAGE | |||||||
3270 | ENTRANCE PIPE-18 IN | 00441 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 32.00 | 1,120.00 | |||
3275 | CULVERT PIPE-36 IN | 00468 | LF | 633.00 | 633.000 | 629.000 | 629.000 | 99.00 | 62,271.00 | |||
3280 | CULVERT PIPE-48 IN | 00470 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 158.00 | 13,746.00 | |||
3285 | STORM SEWER PIPE-18 IN | 00522 | LF | 467.00 | 467.000 | 462.000 | 462.000 | 61.00 | 28,182.00 | |||
3290 | STORM SEWER PIPE-24 IN | 00524 | LF | 167.00 | 98.000 | 71.000 | 71.000 | 68.00 | 4,828.00 | |||
3295 | STORM SEWER PIPE-30 IN | 00526 | LF | 547.00 | 456.000 | 466.000 | 466.000 | 80.00 | 37,280.00 | |||
3300 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 900.00 | 5,400.00 | |||
3305 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
3310 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
3315 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 2,800.00 | 28,000.00 | |||
3320 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
3325 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
3330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
3335 | DROP BOX INLET TYPE 2 | 01493 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,400.00 | 5,600.00 | |||
3340 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 7.000 | 7.000 | 7.000 | 3,800.00 | 26,600.00 | |||
3345 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
3350 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
3355 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
3360 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
3365 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
3370 | PERFORATED PIPE-4 IN | 01000 | LF | 2,663.00 | 2,663.000 | 381.000 | 381.000 | 8.00 | 3,048.00 | |||
3375 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
8019 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 0.00 | 88.000 | 88.000 | 88.000 | 500.00 | 44,000.00 | |||
8020 | JUNCTION BOX-30 IN | 01644 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
8028 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 0.00 | 66.000 | 66.000 | 66.000 | 400.00 | 26,400.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0004 ROADWAY - MOT | |||||||
3380 | TEMPORARY SIGNS | 02562 | SQFT | 178.00 | 178.000 | 552.500 | 552.500 | 10.00 | 5,525.00 | |||
3385 | MAINTAIN & CONTROL TRAFFIC (MORGAN 126.70) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,240.00 | 26,240.00 | |||
3390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
3395 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 6,160.00 | 6,160.000 | 6,180.000 | 6,180.000 | 20.00 | 123,600.00 | |||
3400 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 37,056.00 | 37,056.000 | 88,187.000 | 88,187.000 | 0.16 | 14,109.92 | |||
3405 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | |||
3410 | CROSSOVER (TEMP ALTERNATE EAST END TIE-IN, MORGAN | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0005 BRIDGE- CULVERT - DWG. 27086 | |||||||
3415 | CONCRETE-CLASS A | 08100 | CUYD | 207.00 | 207.000 | 207.000 | 207.000 | 460.00 | 95,220.00 | |||
3420 | STEEL REINFORCEMENT | 08150 | LB | 12,349.00 | 12,349.000 | 12,349.000 | 12,349.000 | 0.79 | 9,755.71 | |||
3425 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 6.00 | 6.000 | 162.250 | 162.250 | 100.00 | 16,225.00 | |||
3430 | FOUNDATION PREPARATION MORGAN | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
3435 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.00 | 3.000 | 5.350 | 5.350 | 150.00 | 802.50 | |||
3440 | GRANULAR EMBANKMENT | 02223 | CUYD | 149.00 | 149.000 | 104.339 | 104.339 | 22.00 | 2,295.45 | |||
8007 | PLUG MANHOLE | 20242NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0006 SIGNING | |||||||
3445 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,065.70 | 3,065.700 | 2,850.100 | 2,850.100 | 6.00 | 17,100.60 | |||
3450 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 460.00 | 460.000 | 468.250 | 468.250 | 19.00 | 8,896.75 | |||
3455 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 80.00 | 80.000 | 82.000 | 82.000 | 15.00 | 1,230.00 | |||
3460 | MILE MARKER | 30012 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
3465 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 10.19 | 10.190 | 11.800 | 11.800 | 500.00 | 5,900.00 | |||
3470 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 440.00 | 440.000 | 440.000 | 440.000 | 1.50 | 660.00 | |||
3475 | STEEL POST TYPE 1 | 06410 | LF | 112.00 | 112.000 | 96.000 | 96.000 | 10.00 | 960.00 | |||
3480 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
3485 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 135.00 | 540.00 | |||
3490 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 133.00 | 133.000 | 31.000 | 31.000 | 29.00 | 899.00 | |||
3495 | BARCODE SIGN INVENTORY | 24631EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
3500 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 36,526.00 | 0.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
3505 | INLAID PAVEMENT MARKER | 24489EC | EACH | 204.00 | 204.000 | 318.000 | 318.000 | 39.50 | 12,561.00 | |||
8071 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 16,300.000 | 13,667.000 | 13,667.000 | 0.86 | 11,753.62 | |||
8072 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 20,226.000 | 20,294.000 | 20,294.000 | 0.86 | 17,452.84 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0007 WATERLINE - MORGAN 10-126.70 | |||||||
3510 | W PIPE PVC 06 INCH SDR - 17 | 14059 | LF | 2,640.00 | 2,640.000 | 2,260.000 | 2,260.000 | 9.29 | 20,995.40 | |||
3515 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 24.00 | 9,600.00 | |||
3520 | W PIPE PVC 03 INCH SDR - 17 | 14057 | LF | 2,930.00 | 2,930.000 | 2,610.000 | 2,610.000 | 4.48 | 11,692.80 | |||
3525 | W PIPE POLYETHYLENE/PLASTIC 03 INCH HDPE DR 9 | 14067 | LF | 440.00 | 440.000 | 440.000 | 440.000 | 6.50 | 2,860.00 | |||
3530 | W ENCASEMENT STEEL BORED RANGE 3 10 IN STEEL | 14008 | LF | 95.00 | 95.000 | 165.000 | 165.000 | 120.00 | 19,800.00 | |||
3535 | W ENCASEMENT STEEL OPEN CUT RANGE 3 10 IN STEEL | 14014 | LF | 20.00 | 20.000 | 110.000 | 110.000 | 60.00 | 6,600.00 | |||
3540 | W DIRECTIONAL BORE 8 IN HDPE CASING PIPE | 14004 | LF | 325.00 | 325.000 | 325.000 | 325.000 | 119.00 | 38,675.00 | |||
3545 | W ENCASEMENT STEEL OPEN CUT RANGE 2 8 IN STEEL | 14013 | LF | 310.00 | 310.000 | 195.000 | 195.000 | 55.00 | 10,725.00 | |||
3550 | W DIRECTIONAL BORE CREEK CROSSING | 14004 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
3555 | W FIRE HYDRANT ASSEMBLY 3 INCH NOZZLE BLOWOFF | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
3560 | W FLUSHING ASSEMBLY 3 INCH BLOWOFF | 14023 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
3565 | W CAP EXISTING MAIN 3 IN CUT AND CAP | 14003 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
3570 | W METER ADJUST RECONNECT TO EXIST SERVICE | 14029 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
3575 | ASPHALT PAVING REPLACEMENT 140 LF | 21233ED | LF | 140.00 | 140.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
3580 | GRAVEL REPLACEMENT DRIVEWAYS 40 LF | 24441EC | LF | 40.00 | 40.000 | 60.000 | 60.000 | 15.00 | 900.00 | |||
3585 | W TIE-IN SPECIAL VARIOUS TYPES | 14101 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
3605 | W SERV PE/PLST SHORT SIDE 3/4 IN INST (APPROXIMATELY 150 LF) | 14571 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
3610 | W METER 3/4 INCH | 14028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
3615 | W METER SPECIAL (SALVAGE) | 14131 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
3590 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
3595 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,000.00 | 229,000.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0009 TRAINEES | |||||||
3620 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.10 | 140.00 | |||
SUBTOT | $3,000.00 |
$61,687,530.97 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
3420-1-0I |
STEEL REINUN 615GR60 | LB |
12,349.00 | 0007 | $0.340000 | $4,198.66 | ||||||
3100-1-0I |
GDRAIL GALV AW .109 | LF |
5,050.00 | 0041 | $9.700000 | $48,985.00 | ||||||
3420-1-0A |
STEEL REINUN 615GR60 | LB |
6,205.00 | 0007 | $0.340000 | $-2,109.70 | ||||||
3420-1-0A |
STEEL REINUN 615GR60 | LB |
5,649.00 | 0008 | $0.340000 | $-1,920.66 | ||||||
3420-1-0A |
STEEL REINUN 615GR60 | LB |
495.00 | 0009 | $0.340000 | $-168.30 | ||||||
3100-1-0A |
GDRAIL GALV AW .109 | LF |
700.00 | 0058 | $9.700000 | $-6,790.00 | ||||||
3100-1-0A |
GDRAIL GALV AW .109 | LF |
3,375.00 | 0091 | $9.700000 | $-32,737.50 | ||||||
3100-1-0A |
GDRAIL GALV AW .109 | LF |
737.50 | 0114 | $9.700000 | $-7,153.75 | ||||||
3100-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0122 | $9.700000 | $-2,303.75 | ||||||
SUBTOT | $0.00 |
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (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 | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0001 PAVING | |||||||
3635 | CRUSHED STONE BASE | 00003 | TON | 47,261.00 | 47,261.000 | 47,392.300 | 47,392.300 | 26.00 | 1,232,199.80 | |||
3640 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,274.00 | 2,274.000 | 1,348.400 | 1,348.400 | 79.50 | 107,197.80 | |||
3645 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,982.00 | 3,982.000 | 1,890.580 | 1,890.580 | 69.70 | 131,773.42 | |||
3650 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 30,124.00 | 30,124.000 | 30,900.910 | 30,900.910 | 69.70 | 2,153,793.42 | |||
3655 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,488.00 | 1,488.000 | 1,372.860 | 1,372.860 | 75.00 | 102,964.50 | |||
3660 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,556.00 | 4,556.000 | 5,044.080 | 5,044.080 | 79.50 | 401,004.36 | |||
3665 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,079.00 | 1,079.000 | 1,567.220 | 1,567.220 | 28.00 | 43,882.16 | |||
3670 | ASPHALT SEAL AGGREGATE | 00100 | TON | 371.30 | 371.300 | 422.290 | 422.290 | 90.00 | 38,006.10 | |||
3675 | ASPHALT SEAL COAT | 00103 | TON | 44.50 | 44.500 | 75.820 | 75.820 | 585.00 | 44,354.70 | |||
3680 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 125.00 | 125.000 | 1,400.540 | 1,400.540 | 30.00 | 42,016.20 | |||
5025 | MOBILIZATION FOR MILL & TEXT (WOLFE 10-126.70) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
8010 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 181.360 | 181.360 | 30.00 | 5,440.80 | |||
8015 | JOINT ADHESIVE | 20071EC | LF | 0.00 | 28,950.000 | 21,534.000 | 21,534.000 | 0.52 | 11,197.68 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0002 ROADWAY | |||||||
3685 | PERFORATED PIPE-8 IN | 01002 | LF | 250.00 | 250.000 | 600.000 | 600.000 | 20.00 | 12,000.00 | |||
3690 | ISLAND CURB AND GUTTER | 01825 | LF | 757.00 | 287.500 | 274.000 | 274.000 | 22.00 | 6,028.00 | |||
3695 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 221.00 | 221.000 | 122.000 | 122.000 | 7.50 | 915.00 | |||
3700 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 77.00 | 77.000 | 41.000 | 41.000 | 7.50 | 307.50 | |||
3705 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 18.00 | 18.000 | 59.000 | 59.000 | 8.00 | 472.00 | |||
3710 | REMOVE PAVEMENT | 02091 | SQYD | 4,459.00 | 4,459.000 | 4,809.000 | 4,809.000 | 2.00 | 9,618.00 | |||
3715 | TEMP DITCH | 02159 | LF | 8,980.00 | 8,980.000 | 700.000 | 700.000 | 1.00 | 700.00 | |||
3720 | CLEAN TEMP DITCH | 02160 | LF | 4,494.00 | 4,494.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3725 | ROADWAY EXCAVATION | 02200 | CUYD | 496,102.00 | 497,271.000 | 497,271.000 | 497,271.000 | 3.70 | 1,839,902.70 | |||
3730 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 3,402.00 | 3,402.000 | 3,000.000 | 3,000.000 | 5.00 | 15,000.00 | |||
3735 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 12,673.00 | 10,808.000 | 8,002.000 | 8,002.000 | 5.00 | 40,010.00 | |||
3740 | REMOVE FENCE | 02265 | LF | 1,395.00 | 0.000 | 1,915.000 | 1,915.000 | 2.00 | 3,830.00 | |||
3745 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 12,314.30 | 12,314.300 | 13,587.500 | 13,587.500 | 14.30 | 194,301.25 | |||
3750 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 575.00 | 575.000 | 275.000 | 275.000 | 24.25 | 6,668.75 | |||
3755 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 15.00 | 15.000 | 7.000 | 7.000 | 35.00 | 245.00 | |||
3760 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 16.00 | 16.000 | 19.000 | 19.000 | 2,400.00 | 45,600.00 | |||
3765 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 17.000 | 17.000 | 2,100.00 | 35,700.00 | |||
3770 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
3775 | REMOVE GUARDRAIL | 02381 | LF | 11,537.00 | 11,537.000 | 11,323.000 | 11,323.000 | 1.30 | 14,719.90 | |||
3780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
3785 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
3790 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 125.00 | 3,500.00 | |||
3795 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
3800 | CHANNEL LINING CLASS IV | 02488 | CUYD | 10,918.00 | 10,918.000 | 7,773.000 | 7,773.000 | 5.00 | 38,865.00 | |||
3805 | CLEARING AND GRUBBING (APPROXIMATELY 86 ACRES, WOLFE 10-126.70 | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 207,000.00 | 207,000.00 | |||
3810 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 30.000 | 30.000 | 80.00 | 2,400.00 | |||
3815 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 11,205.00 | 11,205.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
3820 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 118,171.00 | 59,086.000 | 3,773.000 | 3,773.000 | 0.80 | 3,018.40 | |||
3825 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,945.00 | 4,945.000 | 3,203.500 | 3,203.500 | 2.00 | 6,407.00 | |||
3830 | SAFELOADING | 02690 | CUYD | 92.50 | 92.500 | 28.000 | 28.000 | 275.00 | 7,700.00 | |||
3835 | SHOULDER RUMBLE STRIPS | 02696 | LF | 37,180.00 | 37,180.000 | 39,192.000 | 39,192.000 | 0.13 | 5,094.96 | |||
3840 | TEMP SILT FENCE | 02701 | LF | 8,980.00 | 8,980.000 | 9,272.000 | 9,272.000 | 3.00 | 27,816.00 | |||
3845 | SILT TRAP TYPE A | 02703 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
3850 | SILT TRAP TYPE B | 02704 | EACH | 86.00 | 86.000 | 18.000 | 18.000 | 125.00 | 2,250.00 | |||
3855 | SILT TRAP TYPE C | 02705 | EACH | 86.00 | 86.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
3860 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3865 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 86.00 | 86.000 | 3.000 | 3.000 | 1.00 | 3.00 | |||
3870 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 86.00 | 86.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
3875 | STAKING (WOLFE 10-126.70) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
3880 | REMOVE STRUCTURE (KY 205 BRIDGE OVER STATE ROAD FORK, WOL | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,000.00 | 54,000.00 | |||
3885 | REMOVE STRUCTURE (MT PKWY BRIDGE OVER KY 205, WOLFE 10-12 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 78,000.00 | 78,000.00 | |||
3890 | REMOVE STRUCTURE (MT PKWY BRIDGE OVER RED RIVER, WOLFE 10 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 66,000.00 | 66,000.00 | |||
3895 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,900.00 | 9,800.00 | |||
3900 | EROSION CONTROL BLANKET | 05950 | SQYD | 31,929.00 | 31,929.000 | 74,047.000 | 74,047.000 | 1.00 | 74,047.00 | |||
3905 | TEMP MULCH | 05952 | SQYD | 274,373.00 | 274,373.000 | 66,468.000 | 66,468.000 | 0.15 | 9,970.20 | |||
3910 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 205,781.00 | 205,781.000 | 90,104.000 | 90,104.000 | 0.16 | 14,416.64 | |||
3915 | INITIAL FERTILIZER | 05963 | TON | 7.40 | 7.400 | 7.400 | 7.400 | 600.00 | 4,440.00 | |||
3920 | 20-10-10 FERTILIZER | 05964 | TON | 12.30 | 12.300 | 4.525 | 4.525 | 800.00 | 3,620.00 | |||
3925 | SEEDING AND PROTECTION | 05985 | SQYD | 291,723.00 | 291,723.000 | 87,531.000 | 87,531.000 | 0.31 | 27,134.61 | |||
3930 | AGRICULTURAL LIMESTONE | 05992 | TON | 14.30 | 14.300 | 0.000 | 0.000 | 55.00 | 0.00 | |||
3935 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 832.00 | 832.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
3940 | FUEL ADJUSTMENT | 10020NS | DOLL | 168,865.00 | 168,865.000 | 1,846.510 | 113,426.470 | 115,272.980 | 1.00 | 1,846.51 | 115,272.98 | |
3945 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 165,931.00 | 165,931.000 | 8,552.460 | 297,939.120 | 306,491.580 | 1.00 | 8,552.46 | 306,491.58 | |
3950 | LONGITUDINAL EDGE KEY | 21289ED | LF | 686.00 | 686.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3955 | PIPELINE INSPECTION | 24814EC | LF | 2,190.00 | 2,190.000 | 2,370.300 | 2,370.300 | 2.15 | 5,096.14 | |||
5030 | CONCRETE-CLASS AA (ADDED: 12-2-16) | 08104 | CUYD | 1.53 | 1.530 | 1.530 | 1.530 | 800.00 | 1,224.00 | |||
8006 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 59,085.000 | 66,651.000 | 66,651.000 | 0.80 | 53,320.80 | |||
8013 | SAW CUT | 20430ED | LF | 0.00 | 3,287.000 | 2,163.000 | 2,163.000 | 2.00 | 4,326.00 | |||
8017 | REMOVE & REPLACE FENCE | 02268 | LF | 0.00 | 1,865.000 | 5,225.000 | 5,225.000 | 7.20 | 37,620.00 | |||
8024 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 23.000 | 18.970 | 18.970 | 275.00 | 5,216.75 | |||
8037 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 0.00 | 475.000 | 525.000 | 525.000 | 45.00 | 23,625.00 | |||
8051 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
8055 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 665.000 | 1,448.120 | 1,448.120 | 32.00 | 46,339.84 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0003 ROADWAY - MOT | |||||||
4120 | DGA BASE (6-IN) | 00001 | TON | 3,699.00 | -412.330 | 1,116.240 | 1,116.240 | 29.50 | 32,929.08 | |||
4125 | CL2 ASPH BASE 1.00D PG64-22 (3-IN) | 00212 | TON | 1,728.00 | -234.670 | 568.920 | 568.920 | 79.00 | 44,944.68 | |||
4130 | CL2 ASPH SURF 0.38B PG64-22 (1.25-IN) | 00307 | TON | 704.00 | -28.270 | 413.800 | 413.800 | 89.75 | 37,138.55 | |||
4135 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,900.00 | 1,400.000 | 120.000 | 120.000 | 5.00 | 600.00 | |||
4140 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
4145 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
4150 | REMOVE GUARDRAIL | 02381 | LF | 2,475.50 | 2,475.500 | 300.000 | 300.000 | 1.30 | 390.00 | |||
4155 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 3.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
4160 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
4165 | TEMP GUARDRAIL | 02397 | LF | 2,475.50 | 1,728.000 | 1,914.000 | 1,914.000 | 5.20 | 9,952.80 | |||
4170 | TEMPORARY SIGNS | 02562 | SQFT | 734.00 | 887.000 | 2,116.670 | 2,116.670 | 10.00 | 21,166.70 | |||
4175 | MAINTAIN & CONTROL TRAFFIC WOLFE | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
4180 | DIVERSIONS (BY-PASS DETOURS) (PHASE I, WOLFE 10-126.70) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
4185 | DIVERSIONS (BY-PASS DETOURS) (KY-205, WOLFE 10-126.70) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
4190 | DIVERSIONS (BY-PASS DETOURS) (TEMP RAMP B, WOLFE 10-126.70) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
4195 | DIVERSIONS (BY-PASS DETOURS) (PHASE III, WOLFE 10-126.70) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
4200 | DIVERSIONS (BY-PASS DETOURS) (PHASE III KY-205, WOLFE 10-126.70) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
4205 | CROSSOVER (PHASE II, WOLFE 10-126.70) | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
4210 | CROSSOVER (PHASE III, WOLFE 10-126.70) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
4215 | CROSSOVER (TEMP RAMP C, WOLFE 10-126.70) | 02655 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
4220 | CROSSOVER (PHASE IV, WOLFE 10-126.70) | 02655 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
4225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 5.000 | 5.000 | 5.000 | 10,000.00 | 50,000.00 | |||
4230 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
4235 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 560.00 | 720.000 | 960.000 | 960.000 | 20.00 | 19,200.00 | |||
4240 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
4245 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,702.00 | 5,244.000 | 122,724.000 | 122,724.000 | 0.14 | 17,181.36 | |||
4250 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 77,304.00 | 77,304.000 | 85,684.000 | 85,684.000 | 0.16 | 13,709.44 | |||
4255 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
4260 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 9,769.00 | 9,769.000 | 524.000 | 524.000 | 0.75 | 393.00 | |||
4265 | PAVE STRIPING REMOVAL-12 IN | 06533 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
4270 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 134.00 | 134.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
4275 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 452.00 | 452.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
4280 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
4285 | CRASH CUSHION TY VII CLASS B TL3 | 08907 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
4290 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,399.00 | 1,399.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
4295 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 5.00 | 5.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
4300 | TEMPORARY LIGHTING (WOLFE 10-126.70) | 20454NS835 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 62,220.00 | 0.00 | |||
8034 | TEMPORARY RAMP West Bound | 24989EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
8035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
8036 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 232,448.760 | 232,448.760 | 232,448.760 | 1.00 | 232,448.76 | |||
8076 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 84.000 | 84.000 | 84.000 | 13.75 | 1,155.00 | |||
8078 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 0.00 | 1,278.000 | 1,278.000 | 1,278.000 | 4.95 | 6,326.10 | |||
8080 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 4,267.000 | 4,267.000 | 4,267.000 | 4.95 | 21,121.65 | |||
8087 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 1,927.000 | 1,927.000 | 1,927.000 | 5.78 | 11,138.06 | |||
8088 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 1,953.000 | 1,953.000 | 1,953.000 | 5.78 | 11,288.34 | |||
8089 | PAVE MARKING-THERMO ONLY Letters 8' | 06576 | EACH | 0.00 | 18.000 | 18.000 | 18.000 | 163.35 | 2,940.30 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0004 DRAINAGE | |||||||
3960 | ENTRANCE PIPE-24 IN | 00443 | LF | 214.00 | 214.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
3965 | ENTRANCE PIPE-30 IN | 00445 | LF | 30.00 | 30.000 | 20.000 | 20.000 | 45.00 | 900.00 | |||
3970 | CULVERT PIPE-24 IN | 00464 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 60.00 | 6,900.00 | |||
3975 | CULVERT PIPE-27 IN | 00465 | LF | 129.00 | 129.000 | 129.000 | 129.000 | 88.00 | 11,352.00 | |||
3980 | CULVERT PIPE-36 IN | 00468 | LF | 273.00 | 273.000 | 273.000 | 273.000 | 99.00 | 27,027.00 | |||
3985 | CULVERT PIPE-42 IN | 00469 | LF | 53.00 | 53.000 | 53.000 | 53.000 | 120.00 | 6,360.00 | |||
3990 | CULVERT PIPE-54 IN | 00471 | LF | 101.00 | 101.000 | 101.000 | 101.000 | 155.00 | 15,655.00 | |||
3995 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,347.00 | 1,347.000 | 1,374.000 | 1,374.000 | 61.00 | 83,814.00 | |||
4000 | STORM SEWER PIPE-24 IN | 00524 | LF | 572.00 | 572.000 | 579.000 | 579.000 | 68.00 | 39,372.00 | |||
4005 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 900.00 | 8,100.00 | |||
4010 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,600.00 | 9,600.00 | |||
4015 | PIPE CULVERT HEADWALL-27 IN | 01223 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
4020 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
4025 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
4030 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
4035 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
4040 | CURB BOX INLET TYPE B | 01480 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 3,000.00 | 27,000.00 | |||
4045 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 1,200.00 | 9,600.00 | |||
4050 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
4055 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,800.00 | 15,200.00 | |||
4060 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
4065 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
4070 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
4075 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
4080 | PERFORATED PIPE-4 IN | 01000 | LF | 5,723.00 | 5,723.000 | 60.000 | 60.000 | 8.00 | 480.00 | |||
4085 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
4090 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 410.00 | 0.00 | |||
4095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
4100 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
4105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
4110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
4115 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0005 BRIDGE - KY 205 - DWG. 27077 | |||||||
4465 | CONCRETE-CLASS A | 08100 | CUYD | 639.50 | 639.500 | 639.500 | 639.500 | 475.00 | 303,762.50 | |||
4470 | CONCRETE-CLASS AA | 08104 | CUYD | 819.70 | 819.700 | 819.700 | 819.700 | 485.00 | 397,554.50 | |||
4475 | STEEL REINFORCEMENT | 08150 | LB | 98,090.00 | 98,401.400 | 98,401.400 | 98,401.400 | 0.84 | 82,657.17 | |||
4480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 196,855.00 | 196,855.000 | 196,855.000 | 196,855.000 | 0.94 | 185,043.70 | |||
4485 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 402.00 | 402.000 | 402.000 | 402.000 | 11.50 | 4,623.00 | |||
4490 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 504.00 | 504.000 | 831.560 | 831.560 | 33.00 | 27,441.48 | |||
4495 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 482.00 | 482.000 | 736.904 | 736.904 | 41.00 | 30,213.06 | |||
4500 | PILES-STEEL HP12X53 | 08046 | LF | 4,137.00 | 4,137.000 | 3,708.943 | 3,708.943 | 30.00 | 111,268.29 | |||
4505 | TEST PILES | 08033 | LF | 418.00 | 418.000 | 418.000 | 418.000 | 100.00 | 41,800.00 | |||
4510 | PILE POINTS-12 IN | 08094 | EACH | 136.00 | 136.000 | 136.000 | 136.000 | 95.00 | 12,920.00 | |||
4515 | RAIL SYSTEM TYPE III | 21532ED | LF | 973.00 | 973.000 | 973.000 | 973.000 | 90.00 | 87,570.00 | |||
4520 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 164.00 | 164.000 | 164.000 | 164.000 | 50.00 | 8,200.00 | |||
4525 | MASONRY COATING | 02998 | SQYD | 3,293.00 | 3,293.000 | 3,293.000 | 3,293.000 | 7.50 | 24,697.50 | |||
4530 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 2,393.50 | 2,393.500 | 2,393.500 | 2,393.500 | 295.00 | 706,082.50 | |||
8029 | REIMBURSEMENT Steel Reinforcement Shipping Charge | 10299N | DOLL | 0.00 | 275.000 | 275.000 | 275.000 | 1.00 | 275.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0006 BRIDGE - RED RIVER - DWG. 27079 | |||||||
4535 | CONCRETE-CLASS A | 08100 | CUYD | 678.50 | 678.500 | 678.500 | 678.500 | 460.00 | 312,110.00 | |||
4540 | CONCRETE-CLASS AA | 08104 | CUYD | 1,110.00 | 1,110.000 | 1,110.000 | 1,110.000 | 480.00 | 532,800.00 | |||
4545 | STEEL REINFORCEMENT | 08150 | LB | 93,448.00 | 93,448.000 | 93,448.000 | 93,448.000 | 0.84 | 78,496.32 | |||
4550 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 330,263.00 | 330,263.000 | 330,263.000 | 330,263.000 | 0.94 | 310,447.22 | |||
4555 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 131.00 | 131.000 | 104.000 | 104.000 | 11.50 | 1,196.00 | |||
4560 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,358.00 | 2,358.000 | 2,791.680 | 2,791.680 | 32.00 | 89,333.76 | |||
4565 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 662.00 | 662.000 | 828.686 | 828.686 | 41.00 | 33,976.12 | |||
4570 | PILES-STEEL HP12X53 | 08046 | LF | 780.00 | 780.000 | 794.144 | 794.144 | 38.00 | 30,177.47 | |||
4575 | TEST PILES | 08033 | LF | 184.00 | 184.000 | 184.000 | 184.000 | 100.00 | 18,400.00 | |||
4580 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 28.000 | 30.000 | 30.000 | 95.00 | 2,850.00 | |||
4585 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,238.00 | 1,238.000 | 1,238.000 | 1,238.000 | 90.00 | 111,420.00 | |||
4590 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 213.00 | 213.000 | 213.000 | 213.000 | 50.00 | 10,650.00 | |||
4595 | MASONRY COATING | 02998 | SQYD | 4,195.00 | 4,195.000 | 4,195.000 | 4,195.000 | 7.50 | 31,462.50 | |||
4600 | PRE-DRILLING FOR PILES | 08039 | LF | 67.00 | 67.000 | 206.050 | 206.050 | 145.00 | 29,877.25 | |||
4605 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 248.00 | 227.600 | 226.700 | 226.700 | 985.00 | 223,299.50 | |||
4610 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 96.00 | 96.000 | 96.000 | 96.000 | 900.00 | 86,400.00 | |||
4615 | ROCK SOUNDINGS | 20745ED | LF | 248.00 | 248.000 | 241.500 | 241.500 | 20.00 | 4,830.00 | |||
4620 | ROCK CORINGS | 20746ED | LF | 276.00 | 276.000 | 299.300 | 299.300 | 55.00 | 16,461.50 | |||
4625 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 3,033.80 | 3,033.800 | 3,033.800 | 3,033.800 | 295.00 | 894,971.00 | |||
8031 | MOBILIZATION Drill for pre-drilling | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0007 BRIDGE - RED RIVER RAMP A - DWG. 27081 | |||||||
4630 | CONCRETE-CLASS A | 08100 | CUYD | 134.20 | 134.200 | 134.200 | 134.200 | 490.00 | 65,758.00 | |||
4635 | CONCRETE-CLASS AA | 08104 | CUYD | 249.90 | 249.900 | 249.900 | 249.900 | 660.00 | 164,934.00 | |||
4640 | STEEL REINFORCEMENT | 08150 | LB | 17,979.00 | 17,979.000 | 17,979.000 | 17,979.000 | 0.82 | 14,742.78 | |||
4645 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 57,338.00 | 57,945.810 | 57,945.810 | 57,945.810 | 0.94 | 54,469.06 | |||
4650 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 150.00 | 150.000 | 150.000 | 150.000 | 20.00 | 3,000.00 | |||
4655 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
4660 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,005.00 | 1,005.000 | 1,860.090 | 1,860.090 | 32.00 | 59,522.88 | |||
4665 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 140.00 | 140.000 | 190.406 | 190.406 | 41.00 | 7,806.64 | |||
4670 | PILES-STEEL HP12X53 | 08046 | LF | 228.00 | 228.000 | 247.336 | 247.336 | 38.00 | 9,398.76 | |||
4675 | TEST PILES | 08033 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 100.00 | 7,500.00 | |||
4680 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 95.00 | 1,140.00 | |||
4685 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 922.50 | 922.500 | 922.500 | 922.500 | 235.00 | 216,787.50 | |||
4690 | RAIL SYSTEM TYPE III | 21532ED | LF | 470.00 | 470.000 | 470.000 | 470.000 | 90.00 | 42,300.00 | |||
4695 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 50.00 | 2,900.00 | |||
4700 | MASONRY COATING | 02998 | SQYD | 1,030.00 | 1,030.000 | 1,030.000 | 1,030.000 | 7.50 | 7,725.00 | |||
4705 | PRE-DRILLING FOR PILES | 08039 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 145.00 | 8,700.00 | |||
4710 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 87.00 | 74.900 | 74.900 | 74.900 | 1,050.00 | 78,645.00 | |||
4715 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 32.00 | 35.100 | 33.100 | 33.100 | 940.00 | 31,114.00 | |||
4720 | ROCK SOUNDINGS | 20745ED | LF | 87.00 | 87.000 | 89.000 | 89.000 | 20.00 | 1,780.00 | |||
4725 | ROCK CORINGS | 20746ED | LF | 92.00 | 92.000 | 104.400 | 104.400 | 55.00 | 5,742.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0008 BRIDGE - RED RIVER RAMP D. DWG. 27082 | |||||||
4730 | CONCRETE-CLASS A | 08100 | CUYD | 133.60 | 133.600 | 133.600 | 133.600 | 505.00 | 67,468.00 | |||
4735 | CONCRETE-CLASS AA | 08104 | CUYD | 197.30 | 197.300 | 197.300 | 197.300 | 625.00 | 123,312.50 | |||
4740 | STEEL REINFORCEMENT | 08150 | LB | 14,904.00 | 14,904.000 | 14,904.000 | 14,904.000 | 0.83 | 12,370.32 | |||
4745 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 48,351.00 | 48,351.000 | 48,351.000 | 48,351.000 | 0.94 | 45,449.94 | |||
4750 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 214.00 | 214.000 | 201.941 | 201.941 | 11.50 | 2,322.32 | |||
4755 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,438.00 | 1,438.000 | 2,473.940 | 2,473.940 | 32.00 | 79,166.08 | |||
4760 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 146.00 | 146.000 | 268.827 | 268.827 | 41.00 | 11,021.90 | |||
4765 | PILES-STEEL HP12X53 | 08046 | LF | 293.00 | 293.000 | 307.650 | 307.650 | 38.00 | 11,690.70 | |||
4770 | TEST PILES | 08033 | LF | 89.00 | 89.000 | 89.000 | 89.000 | 100.00 | 8,900.00 | |||
4775 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 95.00 | 1,140.00 | |||
4780 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 642.50 | 642.500 | 642.500 | 642.500 | 240.00 | 154,200.00 | |||
4785 | RAIL SYSTEM TYPE III | 21532ED | LF | 331.00 | 331.000 | 331.000 | 331.000 | 90.00 | 29,790.00 | |||
4790 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 61.00 | 61.000 | 61.000 | 61.000 | 50.00 | 3,050.00 | |||
4795 | MASONRY COATING | 02998 | SQYD | 783.00 | 783.000 | 783.000 | 783.000 | 7.50 | 5,872.50 | |||
4800 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 75.00 | 75.000 | 72.700 | 72.700 | 1,090.00 | 79,243.00 | |||
4805 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 32.00 | 32.000 | 39.300 | 39.300 | 970.00 | 38,121.00 | |||
4810 | ROCK SOUNDINGS | 20745ED | LF | 75.00 | 75.000 | 71.100 | 71.100 | 20.00 | 1,422.00 | |||
4815 | ROCK CORINGS | 20746ED | LF | 92.00 | 92.000 | 103.100 | 103.100 | 55.00 | 5,670.50 | |||
4820 | DECK DRAIN | 23813EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0009 BRIDGE - KY 205 OVER STATE ROAD FORK - DWG. 27083 | |||||||
4825 | CONCRETE-CLASS A | 08100 | CUYD | 69.10 | 69.100 | 69.100 | 69.100 | 450.00 | 31,095.00 | |||
4830 | CONCRETE-CLASS AA | 08104 | CUYD | 215.00 | 215.000 | 215.000 | 215.000 | 530.00 | 113,950.00 | |||
4835 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,336.00 | 42,336.000 | 42,336.000 | 42,336.000 | 0.94 | 39,795.84 | |||
4840 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 849.00 | 849.000 | 977.950 | 977.950 | 32.00 | 31,294.40 | |||
4845 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 277.00 | 277.000 | 316.779 | 316.779 | 41.00 | 12,987.93 | |||
4850 | PILES-STEEL HP12X53 | 08046 | LF | 535.00 | 535.000 | 483.633 | 483.633 | 38.00 | 18,378.05 | |||
4855 | TEST PILES | 08033 | LF | 93.00 | 93.000 | 93.000 | 93.000 | 100.00 | 9,300.00 | |||
4860 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 95.00 | 1,710.00 | |||
4865 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,026.50 | 1,026.500 | 1,026.500 | 1,026.500 | 185.00 | 189,902.50 | |||
4870 | RAIL SYSTEM TYPE III | 21532ED | LF | 211.00 | 211.000 | 211.000 | 211.000 | 90.00 | 18,990.00 | |||
4875 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 50.00 | 5,550.00 | |||
4880 | MASONRY COATING | 02998 | SQYD | 417.00 | 417.000 | 417.000 | 417.000 | 7.50 | 3,127.50 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0010 BRIDGE- CULVERT - DWG. 27084 | |||||||
4885 | CONCRETE-CLASS A | 08100 | CUYD | 398.00 | 398.000 | 398.000 | 398.000 | 400.00 | 159,200.00 | |||
4890 | STEEL REINFORCEMENT | 08150 | LB | 45,590.00 | 45,590.000 | 45,590.000 | 45,590.000 | 0.79 | 36,016.10 | |||
4895 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
4900 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 28.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
4905 | GRANULAR EMBANKMENT | 02223 | CUYD | 302.00 | 980.000 | 980.000 | 980.000 | 22.00 | 21,560.00 | |||
8012 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 678.000 | 678.000 | 678.000 | 11.50 | 7,797.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0011 BRIDGE- CULVERT - DWG. 27085 | |||||||
4910 | CONCRETE-CLASS A | 08100 | CUYD | 47.70 | 47.700 | 47.700 | 47.700 | 500.00 | 23,850.00 | |||
4915 | STEEL REINFORCEMENT | 08150 | LB | 3,228.00 | 3,228.000 | 3,228.000 | 3,228.000 | 0.79 | 2,550.12 | |||
4920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 9.00 | 9.000 | 44.420 | 44.420 | 100.00 | 4,442.00 | |||
4925 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
4930 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0012 WATERLINE - (CITY OF CAMPTON, WOLFE 10-126.70) | |||||||
4935 | W PIPE PVC 06 INCH | 14059 | LF | 5,348.00 | 5,348.000 | 5,645.000 | 5,645.000 | 9.29 | 52,442.05 | |||
4940 | W DIRECTIONAL BORE | 14004 | LF | 240.00 | 240.000 | 290.000 | 290.000 | 120.00 | 34,800.00 | |||
4945 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 889.00 | 889.000 | 935.000 | 935.000 | 125.00 | 116,875.00 | |||
4950 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 40.00 | 40.000 | 200.000 | 200.000 | 55.00 | 11,000.00 | |||
4955 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
4960 | W VALVE 06 INCH | 14105 | EACH | 11.00 | 11.000 | 14.000 | 14.000 | 900.00 | 12,600.00 | |||
4965 | W METER 3/4 INCH | 14028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
4970 | W TIE-IN 06 INCH | 14094 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
4975 | W CAP EXISTING MAIN | 14003 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
4980 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,200.00 | 9,600.00 | |||
4985 | W LINE MARKER | 14144 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 20.00 | 120.00 | |||
4990 | W PIPE PVC 03 INCH | 14057 | LF | 912.00 | 912.000 | 940.000 | 940.000 | 4.48 | 4,211.20 | |||
4995 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
5000 | W VALVE 03 INCH | 14103 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
5005 | W METER RELOCATE | 14030 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
5010 | W TIE-IN 03 INCH | 14092 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
8052 | WATER LINE INSTALLATION 1 inch | 03420 | LF | 0.00 | 600.000 | 600.000 | 600.000 | 2.75 | 1,650.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0013 SIGNING | |||||||
4305 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,022.80 | 3,022.800 | 3,022.800 | 3,022.800 | 6.00 | 18,136.80 | |||
4310 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 476.50 | 476.500 | 476.500 | 476.500 | 19.00 | 9,053.50 | |||
4315 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 536.10 | 536.100 | 1,040.000 | 1,040.000 | 15.00 | 15,600.00 | |||
4320 | MILE MARKER | 30012 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
4325 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 19.59 | 19.590 | 13.120 | 13.120 | 500.00 | 6,560.00 | |||
4330 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 440.00 | 440.000 | 440.000 | 440.000 | 1.50 | 660.00 | |||
4335 | STEEL POST TYPE 1 | 06410 | LF | 980.00 | 980.000 | 1,265.500 | 1,265.500 | 10.00 | 12,655.00 | |||
4340 | GMSS TYPE D | 21596ND | EACH | 49.00 | 49.000 | 6.000 | 6.000 | 375.00 | 2,250.00 | |||
4345 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 135.00 | 270.00 | |||
4350 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 74.00 | 74.000 | 71.000 | 71.000 | 29.00 | 2,059.00 | |||
4355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
4360 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 87.00 | 87.000 | 101.000 | 101.000 | 29.00 | 2,929.00 | |||
4365 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
4370 | BARCODE SIGN INVENTORY | 24631EC | EACH | 81.00 | 81.000 | 7.000 | 7.000 | 5.00 | 35.00 | |||
4375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,720.00 | 0.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
4380 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 43,096.00 | 0.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
4385 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 2,258.00 | 0.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
4390 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 125.00 | 875.00 | |||
4395 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 60.00 | 60.000 | 156.000 | 156.000 | 7.50 | 1,170.00 | |||
4400 | INLAID PAVEMENT MARKER | 24489EC | EACH | 525.00 | 525.000 | 342.000 | 342.000 | 39.50 | 13,509.00 | |||
8073 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 26,537.000 | 26,047.000 | 26,047.000 | 0.86 | 22,400.42 | |||
8074 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 29,290.000 | 25,199.000 | 25,199.000 | 0.86 | 21,671.14 | |||
8075 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 2,258.000 | 2,258.000 | 2,258.000 | 1.81 | 4,086.98 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0014 LIGHTING | |||||||
4405 | POLE 40 FT MTG HT | 04701 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,500.00 | 27,500.00 | |||
4410 | BRACKET 12 FT | 04724 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 750.00 | 8,250.00 | |||
4415 | POLE BASE | 04740 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,500.00 | 16,500.00 | |||
4420 | TRANSFORMER BASE | 04750 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 750.00 | 8,250.00 | |||
4425 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
4430 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 250.00 | 5,500.00 | |||
4435 | CONDUIT-3 IN | 04797 | LF | 745.00 | 745.000 | 780.000 | 780.000 | 11.00 | 8,580.00 | |||
4440 | TRENCHING AND BACKFILLING | 04820 | LF | 1,965.00 | 1,965.000 | 2,800.000 | 2,800.000 | 5.00 | 14,000.00 | |||
4445 | WIRE-NO. 12 | 04832 | LF | 1,320.00 | 1,320.000 | 1,815.000 | 1,815.000 | 0.25 | 453.75 | |||
4450 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 1,965.00 | 1,965.000 | 2,260.000 | 2,260.000 | 2.00 | 4,520.00 | |||
4455 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 1,250.00 | 17,500.00 | |||
4460 | LED LUMINAIRE | 24589ED | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,500.00 | 16,500.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0015 DEMOBILIZATION &/OR MOBILIZATION | |||||||
5015 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
5020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.043 | 0.957 | 1.000 | 229,000.00 | 9,847.00 | 229,000.00 | |
SUBTOT | $20,245.97 |
$79,065,671.81 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4500-1-0I |
PILES | LF |
4,137.00 | 0006 | $18.650000 | $77,155.05 | ||||||
4505-1-0I |
PILES | LF |
418.00 | 0006 | $18.650000 | $7,795.70 | ||||||
4510-1-0I |
PILE POINTS | EACH |
136.00 | 0006 | $69.420000 | $9,441.12 | ||||||
4570-1-0I |
PILES | LF |
780.00 | 0006 | $18.650000 | $14,547.00 | ||||||
4575-1-0I |
PILES | LF |
184.00 | 0006 | $18.650000 | $3,431.60 | ||||||
4580-1-0I |
PILE POINTS | EACH |
28.00 | 0006 | $69.420000 | $1,943.76 | ||||||
4670-1-0I |
PILES | LF |
228.00 | 0006 | $18.650000 | $4,252.20 | ||||||
4675-1-0I |
PILES | LF |
75.00 | 0006 | $18.650000 | $1,398.75 | ||||||
4680-1-0I |
PILE POINTS | EACH |
12.00 | 0006 | $69.420000 | $833.04 | ||||||
4765-1-0I |
PILES | LF |
293.00 | 0006 | $18.650000 | $5,464.45 | ||||||
4770-1-0I |
PILES | LF |
89.00 | 0006 | $18.650000 | $1,659.85 | ||||||
4775-1-0I |
PILE POINTS | EACH |
12.00 | 0006 | $69.420000 | $833.04 | ||||||
4850-1-0I |
PILES | LF |
535.00 | 0006 | $18.650000 | $9,977.75 | ||||||
4855-1-0I |
PILES | LF |
93.00 | 0006 | $18.650000 | $1,734.45 | ||||||
4860-1-0I |
PILE POINTS | EACH |
18.00 | 0006 | $69.420000 | $1,249.56 | ||||||
4475-1-0I |
STEEL REINUN 615GR60 | LB |
25,637.00 | 0007 | $0.330000 | $8,460.21 | ||||||
4475-2-0I |
STEEL REINUN 615GR60 | LB |
10,266.00 | 0009 | $0.330000 | $3,387.78 | ||||||
4545-2-0I |
STEEL REINUN 615GR60 | LB |
13,920.00 | 0009 | $0.330000 | $4,593.60 | ||||||
4545-1-0I |
STEEL REINUN 615GR60 | LB |
41,462.00 | 0009 | $0.330000 | $13,682.46 | ||||||
4550-1-0I |
STL REINEXCO 615GR60 | LB |
903.00 | 0009 | $0.420000 | $379.26 | ||||||
4640-1-0I |
STEEL REINUN 615GR60 | LB |
17,979.00 | 0009 | $0.330000 | $5,933.07 | ||||||
4645-1-0I |
STL REINEXCO 615GR60 | LB |
903.00 | 0009 | $0.420000 | $379.26 | ||||||
4685-1-0I |
I BEAM, TYPE 4 | LF |
922.50 | 0009 | $166.840000 | $153,909.90 | ||||||
4835-1-0I |
STL REINEXCO 615GR60 | LB |
42,336.00 | 0009 | $0.460000 | $19,474.56 | ||||||
4475-3-0I |
STEEL REINUN 615GR60 | LB |
8,396.00 | 0010 | $0.330000 | $2,770.68 | ||||||
4545-3-0I |
STEEL REINUN 615GR60 | LB |
24,657.00 | 0010 | $0.330000 | $8,136.81 | ||||||
4830-1-0I |
STAY IN PL FORMS | LS |
215.00 | 0011 | $53.590000 | $11,521.85 | ||||||
4530-1-0I |
I BEAM TYP 6 | LF |
2,393.50 | 0012 | $213.940000 | $512,065.39 | ||||||
4545-4-0I |
STEEL REINUN 615GR60 | LB |
13,409.00 | 0012 | $0.330000 | $4,424.97 | ||||||
4625-1-0I |
I BEAM TYP 6 | LF |
3,033.80 | 0012 | $218.950000 | $664,250.51 | ||||||
4890-1-0I |
STEEL REINUN 615GR60 | LB |
43,580.00 | 0013 | $0.330000 | $14,381.40 | ||||||
4780-1-0I |
I BEAM, TYPE 4 | LF |
642.50 | 0018 | $162.400000 | $104,342.00 | ||||||
4475-4-0I |
STEEL REINUN 615GR60 | LB |
22,984.00 | 0019 | $0.330000 | $7,584.72 | ||||||
4645-2-0I |
STL REINEXCO 615GR60 | LB |
7,187.00 | 0022 | $0.420000 | $3,018.54 | ||||||
4480-1-0I |
STL REINEXCO 615GR60 | LB |
17,668.00 | 0023 | $0.420000 | $7,420.56 | ||||||
4550-2-0I |
STL REINEXCO 615GR60 | LB |
26,441.00 | 0023 | $0.420000 | $11,105.22 | ||||||
3960-1-0I |
PIPE, CMP 1.63 MM | LF |
193.00 | 0024 | $15.600000 | $3,010.80 | ||||||
3965-1-0I |
PIPE, CMP 1.63 MM | LF |
30.00 | 0024 | $19.150000 | $574.50 | ||||||
3980-1-0I |
PIPE, CMP 1.63 MM | LF |
273.00 | 0024 | $38.210000 | $10,431.33 | ||||||
3995-1-0I |
PIPE, CMP 1.63 MM | LF |
412.00 | 0024 | $12.510000 | $5,154.12 | ||||||
4645-3-0I |
STL REINEXCO 615GR60 | LB |
675.00 | 0030 | $0.420000 | $283.50 | ||||||
4480-2-0I |
STL REINEXCO 615GR60 | LB |
98,640.00 | 0032 | $0.420000 | $41,428.80 | ||||||
4645-4-0I |
STL REINEXCO 615GR60 | LB |
48,573.00 | 0034 | $0.420000 | $20,400.66 | ||||||
4690-1-0I |
STL REINEXCO 615GR60 | LB |
8,891.00 | 0034 | $0.420000 | $3,734.22 | ||||||
4550-5-0I |
STL REINEXCO 615GR60 | LB |
608.00 | 0035 | $0.420000 | $255.36 | ||||||
4550-4-0I |
STL REINEXCO 615GR60 | LB |
77,494.00 | 0035 | $0.420000 | $32,547.48 | ||||||
4550-3-0I |
STL REINEXCO 615GR60 | LB |
32,558.00 | 0035 | $0.420000 | $13,674.36 | ||||||
4585-1-0I |
STL REINEXCO 615GR60 | LB |
11,780.00 | 0035 | $0.420000 | $4,947.60 | ||||||
4480-5-0I |
STL REINEXCO 615GR60 | LB |
71,886.00 | 0038 | $0.420000 | $30,192.12 | ||||||
4480-4-0I |
STL REINEXCO 615GR60 | LB |
8,661.00 | 0038 | $0.420000 | $3,637.62 | ||||||
4480-3-0I |
STL REINEXCO 615GR60 | LB |
71,886.00 | 0038 | $0.420000 | $30,192.12 | ||||||
4515-1-0I |
STL REINEXCO 615GR60 | LB |
9,215.00 | 0038 | $0.420000 | $3,870.30 | ||||||
4550-6-0I |
STL REINEXCO 615GR60 | LB |
109,173.00 | 0040 | $0.420000 | $45,852.66 | ||||||
4585-2-0I |
STL REINEXCO 615GR60 | LB |
9,215.00 | 0040 | $0.420000 | $3,870.30 | ||||||
3745-1-0I |
GDRAIL GALV AW .109 | LF |
12,300.00 | 0041 | $9.700000 | $119,310.00 | ||||||
4915-1-0I |
STEEL REINUN 615GR60 | LB |
3,228.00 | 0050 | $0.330000 | $1,065.24 | ||||||
4740-1-0I |
STEEL REINUN 615GR60 | LB |
28,035.00 | 0052 | $0.350000 | $9,812.25 | ||||||
4745-1-0I |
STL REINEXCO 615GR60 | LB |
7,605.00 | 0052 | $0.440000 | $3,346.20 | ||||||
4745-3-0I |
STL REINEXCO 615GR60 | LB |
44,482.00 | 0057 | $0.420000 | $18,682.44 | ||||||
4785-1-0I |
STL REINEXCO 615GR60 | LB |
6,261.00 | 0057 | $0.420000 | $2,629.62 | ||||||
4475-1-0A |
STEEL REINUN 615GR60 | LB |
7,367.00 | 0008 | $0.330000 | $-2,431.11 | ||||||
4500-1-0A |
PILES | LF |
727.96 | 0008 | $18.650000 | $-13,576.49 | ||||||
4505-1-0A |
PILES | LF |
40.00 | 0008 | $18.650000 | $-746.00 | ||||||
4510-1-0A |
PILE POINTS | EACH |
27.00 | 0008 | $69.420000 | $-1,874.34 | ||||||
4850-1-0A |
PILES | LF |
483.63 | 0008 | $18.650000 | $-9,019.76 | ||||||
4855-1-0A |
PILES | LF |
93.00 | 0008 | $18.650000 | $-1,734.45 | ||||||
4860-1-0A |
PILE POINTS | EACH |
18.00 | 0008 | $69.420000 | $-1,249.56 | ||||||
4475-2-0A |
STEEL REINUN 615GR60 | LB |
10,266.00 | 0009 | $0.330000 | $-3,387.78 | ||||||
4475-1-0A |
STEEL REINUN 615GR60 | LB |
11,993.00 | 0009 | $0.330000 | $-3,957.69 | ||||||
4500-1-0A |
PILES | LF |
584.63 | 0009 | $18.650000 | $-10,903.41 | ||||||
4505-1-0A |
PILES | LF |
33.00 | 0009 | $18.650000 | $-615.45 | ||||||
4510-1-0A |
PILE POINTS | EACH |
27.00 | 0009 | $69.420000 | $-1,874.34 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
7,795.00 | 0009 | $0.460000 | $-3,585.70 | ||||||
4475-3-0A |
STEEL REINUN 615GR60 | LB |
8,396.00 | 0010 | $0.330000 | $-2,770.68 | ||||||
4475-1-0A |
STEEL REINUN 615GR60 | LB |
6,277.00 | 0010 | $0.330000 | $-2,071.41 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
2,972.00 | 0010 | $0.330000 | $-980.76 | ||||||
4545-3-0A |
STEEL REINUN 615GR60 | LB |
14,074.00 | 0011 | $0.330000 | $-4,644.42 | ||||||
4545-2-0A |
STEEL REINUN 615GR60 | LB |
13,920.00 | 0011 | $0.330000 | $-4,593.60 | ||||||
4545-1-0A |
STEEL REINUN 615GR60 | LB |
14,074.00 | 0011 | $0.330000 | $-4,644.42 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
5,225.00 | 0011 | $0.330000 | $-1,724.25 | ||||||
4545-4-0A |
STEEL REINUN 615GR60 | LB |
13,409.00 | 0012 | $0.330000 | $-4,424.97 | ||||||
4545-3-0A |
STEEL REINUN 615GR60 | LB |
10,583.00 | 0012 | $0.330000 | $-3,492.39 | ||||||
4545-1-0A |
STEEL REINUN 615GR60 | LB |
19,302.00 | 0012 | $0.330000 | $-6,369.66 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
5,767.00 | 0012 | $0.330000 | $-1,903.11 | ||||||
4545-1-0A |
STEEL REINUN 615GR60 | LB |
8,086.00 | 0013 | $0.330000 | $-2,668.38 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
4,015.00 | 0013 | $0.330000 | $-1,324.95 | ||||||
4830-1-0A |
STAY IN PL FORMS | LS |
30.00 | 0013 | $53.590000 | $-1,607.70 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
6,666.00 | 0013 | $0.460000 | $-3,066.36 | ||||||
4685-1-0A |
I BEAM, TYPE 4 | LF |
364.50 | 0014 | $166.840000 | $-60,813.18 | ||||||
4830-1-0A |
STAY IN PL FORMS | LS |
30.00 | 0014 | $53.590000 | $-1,607.70 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
5,608.00 | 0014 | $0.460000 | $-2,579.68 | ||||||
4890-1-0A |
STEEL REINUN 615GR60 | LB |
21,765.00 | 0014 | $0.330000 | $-7,182.45 | ||||||
4890-1-0A |
STEEL REINUN 615GR60 | LB |
5,728.00 | 0015 | $0.330000 | $-1,890.24 | ||||||
4890-1-0A |
STEEL REINUN 615GR60 | LB |
16,087.00 | 0016 | $0.330000 | $-5,308.71 | ||||||
4475-4-0A |
STEEL REINUN 615GR60 | LB |
20,328.00 | 0020 | $0.330000 | $-6,708.24 | ||||||
4500-1-0A |
PILES | LF |
1,129.95 | 0020 | $18.650000 | $-21,073.57 | ||||||
4505-1-0A |
PILES | LF |
73.00 | 0020 | $18.650000 | $-1,361.45 | ||||||
4510-1-0A |
PILE POINTS | EACH |
54.00 | 0020 | $69.420000 | $-3,748.68 | ||||||
4475-4-0A |
STEEL REINUN 615GR60 | LB |
2,656.00 | 0021 | $0.330000 | $-876.48 | ||||||
4830-1-0A |
STAY IN PL FORMS | LS |
155.00 | 0022 | $53.590000 | $-8,306.45 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
22,267.00 | 0022 | $0.460000 | $-10,242.82 | ||||||
4500-1-0A |
PILES | LF |
483.25 | 0023 | $18.650000 | $-9,012.61 | ||||||
4505-1-0A |
PILES | LF |
133.00 | 0023 | $18.650000 | $-2,480.45 | ||||||
4510-1-0A |
PILE POINTS | EACH |
14.00 | 0023 | $69.420000 | $-971.88 | ||||||
4480-1-0A |
STL REINEXCO 615GR60 | LB |
4,471.00 | 0024 | $0.420000 | $-1,877.82 | ||||||
4500-1-0A |
PILES | LF |
802.66 | 0024 | $18.650000 | $-14,969.70 | ||||||
4505-1-0A |
PILES | LF |
139.00 | 0024 | $18.650000 | $-2,592.35 | ||||||
4510-1-0A |
PILE POINTS | EACH |
14.00 | 0024 | $69.420000 | $-971.88 | ||||||
4570-1-0A |
PILES | LF |
555.13 | 0024 | $18.650000 | $-10,353.17 | ||||||
4575-1-0A |
PILES | LF |
126.00 | 0024 | $18.650000 | $-2,349.90 | ||||||
4580-1-0A |
PILE POINTS | EACH |
14.00 | 0024 | $69.420000 | $-971.88 | ||||||
4480-1-0A |
STL REINEXCO 615GR60 | LB |
8,839.00 | 0025 | $0.420000 | $-3,712.38 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
4,367.00 | 0026 | $0.420000 | $-1,834.14 | ||||||
4550-1-0A |
STL REINEXCO 615GR60 | LB |
903.00 | 0026 | $0.420000 | $-379.26 | ||||||
4570-1-0A |
PILES | LF |
79.27 | 0026 | $18.650000 | $-1,478.39 | ||||||
4575-1-0A |
PILES | LF |
24.00 | 0026 | $18.650000 | $-447.60 | ||||||
4580-1-0A |
PILE POINTS | EACH |
7.00 | 0026 | $69.420000 | $-485.94 | ||||||
4670-1-0A |
PILES | LF |
50.67 | 0026 | $18.650000 | $-945.00 | ||||||
4675-1-0A |
PILES | LF |
28.00 | 0026 | $18.650000 | $-522.20 | ||||||
4680-1-0A |
PILE POINTS | EACH |
6.00 | 0026 | $69.420000 | $-416.52 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
6,718.00 | 0027 | $0.420000 | $-2,821.56 | ||||||
4570-1-0A |
PILES | LF |
89.52 | 0027 | $18.650000 | $-1,669.55 | ||||||
4575-1-0A |
PILES | LF |
34.00 | 0027 | $18.650000 | $-634.10 | ||||||
4580-1-0A |
PILE POINTS | EACH |
6.00 | 0027 | $69.420000 | $-416.52 | ||||||
4570-1-0A |
PILES | LF |
56.08 | 0028 | $18.650000 | $-1,045.89 | ||||||
4580-1-0A |
PILE POINTS | EACH |
1.00 | 0028 | $69.420000 | $-69.42 | ||||||
4670-1-0A |
PILES | LF |
22.66 | 0028 | $18.650000 | $-422.66 | ||||||
4500-1-0A |
PILES | LF |
-19.51 | 0029 | $18.650000 | $363.99 | ||||||
4530-1-0A |
I BEAM TYP 6 | LF |
2,393.50 | 0029 | $213.940000 | $-512,065.39 | ||||||
4625-1-0A |
I BEAM TYP 6 | LF |
2,101.25 | 0030 | $218.950000 | $-460,068.69 | ||||||
4625-1-0A |
I BEAM TYP 6 | LF |
932.55 | 0031 | $218.950000 | $-204,181.82 | ||||||
4685-1-0A |
I BEAM, TYPE 4 | LF |
329.00 | 0031 | $166.840000 | $-54,890.36 | ||||||
4670-1-0A |
PILES | LF |
73.33 | 0032 | $18.650000 | $-1,367.66 | ||||||
4675-1-0A |
PILES | LF |
28.00 | 0032 | $18.650000 | $-522.20 | ||||||
4680-1-0A |
PILE POINTS | EACH |
6.00 | 0032 | $69.420000 | $-416.52 | ||||||
4670-1-0A |
PILES | LF |
81.33 | 0033 | $18.650000 | $-1,516.88 | ||||||
4675-1-0A |
PILES | LF |
19.00 | 0033 | $18.650000 | $-354.35 | ||||||
4480-2-0A |
STL REINEXCO 615GR60 | LB |
98,429.00 | 0034 | $0.420000 | $-41,340.18 | ||||||
4480-1-0A |
STL REINEXCO 615GR60 | LB |
4,358.00 | 0034 | $0.420000 | $-1,830.36 | ||||||
4685-1-0A |
I BEAM, TYPE 4 | LF |
229.00 | 0034 | $166.840000 | $-38,206.36 | ||||||
4645-4-0A |
STL REINEXCO 615GR60 | LB |
48,573.00 | 0035 | $0.420000 | $-20,400.66 | ||||||
4645-3-0A |
STL REINEXCO 615GR60 | LB |
675.00 | 0035 | $0.420000 | $-283.50 | ||||||
4645-2-0A |
STL REINEXCO 615GR60 | LB |
7,187.00 | 0035 | $0.420000 | $-3,018.54 | ||||||
4645-1-0A |
STL REINEXCO 615GR60 | LB |
903.00 | 0035 | $0.420000 | $-379.26 | ||||||
4690-1-0A |
STL REINEXCO 615GR60 | LB |
4,048.88 | 0035 | $0.420000 | $-1,700.53 | ||||||
4690-1-0A |
STL REINEXCO 615GR60 | LB |
4,842.12 | 0036 | $0.420000 | $-2,033.69 | ||||||
3965-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0037 | $19.150000 | $-383.00 | ||||||
3980-1-0A |
PIPE, CMP 1.63 MM | LF |
166.00 | 0037 | $38.210000 | $-6,342.86 | ||||||
3995-1-0A |
PIPE, CMP 1.63 MM | LF |
43.00 | 0037 | $12.510000 | $-537.93 | ||||||
4550-5-0A |
STL REINEXCO 615GR60 | LB |
608.00 | 0037 | $0.420000 | $-255.36 | ||||||
4550-4-0A |
STL REINEXCO 615GR60 | LB |
10,000.00 | 0037 | $0.420000 | $-4,200.00 | ||||||
4550-3-0A |
STL REINEXCO 615GR60 | LB |
10,000.00 | 0037 | $0.420000 | $-4,200.00 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
10,000.00 | 0037 | $0.420000 | $-4,200.00 | ||||||
4550-0-0A |
STEEL REINFORCEMENT-EPOXY COATED |
|
0.00 | 0037 | $ | $8,655.36 | ||||||
3980-1-0A |
PIPE, CMP 1.63 MM | LF |
107.00 | 0038 | $38.210000 | $-4,088.47 | ||||||
3995-1-0A |
PIPE, CMP 1.63 MM | LF |
369.00 | 0038 | $12.510000 | $-4,616.19 | ||||||
4550-4-0A |
STL REINEXCO 615GR60 | LB |
67,494.00 | 0038 | $0.420000 | $-28,347.48 | ||||||
4550-3-0A |
STL REINEXCO 615GR60 | LB |
22,558.00 | 0038 | $0.420000 | $-9,474.36 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
5,356.00 | 0038 | $0.420000 | $-2,249.52 | ||||||
4585-1-0A |
STL REINEXCO 615GR60 | LB |
11,774.46 | 0038 | $0.420000 | $-4,945.27 | ||||||
4480-5-0A |
STL REINEXCO 615GR60 | LB |
71,886.00 | 0040 | $0.420000 | $-30,192.12 | ||||||
4480-4-0A |
STL REINEXCO 615GR60 | LB |
8,661.00 | 0040 | $0.420000 | $-3,637.62 | ||||||
4480-3-0A |
STL REINEXCO 615GR60 | LB |
71,886.00 | 0040 | $0.420000 | $-30,192.12 | ||||||
4480-2-0A |
STL REINEXCO 615GR60 | LB |
211.00 | 0040 | $0.420000 | $-88.62 | ||||||
4550-6-0A |
STL REINEXCO 615GR60 | LB |
2,000.00 | 0041 | $0.420000 | $-840.00 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
2,112.50 | 0042 | $9.700000 | $-20,491.25 | ||||||
4515-1-0A |
STL REINEXCO 615GR60 | LB |
6,054.40 | 0042 | $0.420000 | $-2,542.85 | ||||||
4515-1-0A |
STL REINEXCO 615GR60 | LB |
3,159.64 | 0043 | $0.420000 | $-1,327.05 | ||||||
4550-6-0A |
STL REINEXCO 615GR60 | LB |
107,173.00 | 0043 | $0.420000 | $-45,012.66 | ||||||
4585-2-0A |
STL REINEXCO 615GR60 | LB |
9,215.00 | 0044 | $0.420000 | $-3,870.30 | ||||||
4585-1-0A |
STL REINEXCO 615GR60 | LB |
5.54 | 0044 | $0.420000 | $-2.33 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
862.50 | 0045 | $9.700000 | $-8,366.25 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
1,100.00 | 0049 | $9.700000 | $-10,670.00 | ||||||
4740-1-0A |
STEEL REINUN 615GR60 | LB |
3,650.00 | 0053 | $0.350000 | $-1,277.50 | ||||||
4740-1-0A |
STEEL REINUN 615GR60 | LB |
8,088.00 | 0054 | $0.350000 | $-2,830.80 | ||||||
4740-1-0A |
STEEL REINUN 615GR60 | LB |
3,166.00 | 0055 | $0.350000 | $-1,108.10 | ||||||
4745-1-0A |
STL REINEXCO 615GR60 | LB |
3,769.00 | 0055 | $0.440000 | $-1,658.36 | ||||||
4765-1-0A |
PILES | LF |
154.40 | 0056 | $18.650000 | $-2,879.56 | ||||||
4770-1-0A |
PILES | LF |
48.00 | 0056 | $18.650000 | $-895.20 | ||||||
4775-1-0A |
PILE POINTS | EACH |
6.00 | 0056 | $69.420000 | $-416.52 | ||||||
4780-1-0A |
I BEAM, TYPE 4 | LF |
537.75 | 0056 | $162.400000 | $-87,330.92 | ||||||
4745-3-0A |
STL REINEXCO 615GR60 | LB |
3,792.00 | 0057 | $0.420000 | $-1,592.64 | ||||||
4780-1-0A |
I BEAM, TYPE 4 | LF |
104.74 | 0057 | $162.400000 | $-17,011.08 | ||||||
4745-3-0A |
STL REINEXCO 615GR60 | LB |
3,769.00 | 0058 | $0.420000 | $-1,582.98 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
1,962.50 | 0059 | $9.700000 | $-19,036.25 | ||||||
4745-3-0A |
STL REINEXCO 615GR60 | LB |
36,921.00 | 0060 | $0.420000 | $-15,506.82 | ||||||
4785-1-0A |
STL REINEXCO 615GR60 | LB |
3,784.00 | 0060 | $0.420000 | $-1,589.28 | ||||||
4785-1-0A |
STL REINEXCO 615GR60 | LB |
2,477.00 | 0061 | $0.420000 | $-1,040.34 | ||||||
4915-1-0A |
STEEL REINUN 615GR60 | LB |
1,489.00 | 0071 | $0.330000 | $-491.37 | ||||||
4915-1-0A |
STEEL REINUN 615GR60 | LB |
1,739.00 | 0072 | $0.330000 | $-573.87 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
2,650.00 | 0075 | $9.700000 | $-25,705.00 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
1,500.00 | 0076 | $9.700000 | $-14,550.00 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
300.00 | 0091 | $9.700000 | $-2,910.00 | ||||||
4765-1-0A |
PILES | LF |
138.60 | 0109 | $18.650000 | $-2,584.89 | ||||||
4770-1-0A |
PILES | LF |
41.00 | 0109 | $18.650000 | $-764.65 | ||||||
4775-1-0A |
PILE POINTS | EACH |
6.00 | 0109 | $69.420000 | $-416.52 | ||||||
3745-1-0A |
GDRAIL GALV AW .109 | LF |
1,812.50 | 0114 | $9.700000 | $-17,581.25 | ||||||
4550-0-0A |
STEEL REINFORCEMENT-EPOXY COATED |
|
0.00 | 0137 | $ | -8,655.36 | $-8,655.36 | |||||
4745-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0057 | $0.440000 | $-1,687.84 | ||||||
4745-20C |
STL REINEXCO 615GR60 | LB |
0.00 | 0057 | $0.420000 | $0.00 | ||||||
4500-10C |
PILES | LF |
0.00 | 0109 | $18.650000 | $-7,983.26 | ||||||
4515-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0109 | $0.420000 | $-0.40 | ||||||
4740-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0109 | $0.350000 | $-4,595.85 | ||||||
4850-10C |
PILES | LF |
0.00 | 0109 | $18.650000 | $-957.99 | ||||||
3960-10C |
PIPE, CMP 1.63 MM | LF |
0.00 | 0118 | $15.600000 | $-3,010.80 | ||||||
3965-10C |
PIPE, CMP 1.63 MM | LF |
0.00 | 0118 | $19.150000 | $-191.50 | ||||||
SUBTOT | $0.00 |