|
Report_Id: 151039 Est NO 0083 |
Date:02/07/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151039 | Estimate Number | 0083 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code KY0033047 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 01/01/2019 TO 01/25/2019 | ||||||
| Date Approved | 02/06/2019 | ||||||
| Primary Proj Number | DE04700651539 | ||||||
| Project No. | NHPP IM 0654(048) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | I-65 SONORA TO ELIZABETHTOWN | ||||||
| Description | I-65 SONORA TO ELIZABETHTOWN | ||||||
| Date Let | 08/21/2015 | Formal Acceptance | |||||
| Date Awarded | 08/28/2015 | Date Work Began | 10/07/2015 | ||||
| Date Contract Executed | 09/21/2015 | Open To Traffic | |||||
| Date NTP Issued | 09/21/2015 | Actual Completion Date | |||||
| Current Contract Amount | $70,383,294.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $68,618,044.56 |
Total Earnings | $63,224,325.80 |
$63,189,508.39 |
$34,817.41 |
|
| Percent Complete | 89.88 |
Stockpiled Materials | $33,561.01 |
$33,561.01 |
$0.00 |
|
| Funds Available | $7,125,407.68 |
Gross Earnings | $63,257,886.81 |
$63,223,069.40 |
$34,817.41 |
|
| Total Change Orders | $1,765,249.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $63,257,886.81 |
$63,223,069.40 |
$34,817.41 |
|||
| Contract Id | 151039 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0083 | Project Number | NHPP IM 0654(048) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 01/01/2019 TO 01/25/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Barrier Gate and Guardrail End Treatment Type 1 | Approved | 03/11/2016 | $263,350.20 | 5.0 | |||||
| 002 | Non Spec Material-Bridge Beams Override | Approved | 02/03/2016 | $0.00 | 0.0 | |||||
| 003 | Additional Bearing Assemblies | Approved | 09/02/2016 | $445,500.00 | 8.0 | |||||
| 004 | KY 222 Bridge Deck Overlay | Approved | 07/26/2017 | $290,700.43 | 5.0 | |||||
| 005 | Non Spec Material-Concrete Barrier Wall Override | Approved | 08/10/2017 | $0.00 | 0.0 | |||||
| 006 | Planning Loops | Approved | 12/06/2017 | $63,079.00 | 1.0 | |||||
| 007 | Pre-drilling for I-65 bridge over Rhudes Creek Rd. | Approved | 02/23/2018 | $117,433.75 | 2.0 | |||||
| 008 | Slide Repair | Approved | 12/06/2018 | $585,186.55 | 84.0 | |||||
| 009 | Non-Spec Material Override - PG64-22 Binder | Approved | 10/18/2018 | $0.00 | 0.0 | |||||
| 010 | Liquidated Damage Override | Approved | 10/26/2018 | $0.00 | 0.0 | |||||
| 011 | Piezoelectric Sensors | Pending | 0 | $0.00 | 159.0 | |||||
| 012 | Project Completion Date | Approved | 01/18/2019 | $0.00 | 174.0 | |||||
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 | 151039 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE04700651539 | ||||||
| Estimate Nbr | 0083 | Period | 01/01/2019 TO 01/25/2019 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | 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 | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 128,383.00 | 128,383.000 | 950.180 | 146,823.190 | 147,773.370 | 14.95 | 14,205.19 | 2,209,211.88 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 327,121.00 | 327,121.000 | 378,530.870 | 378,530.870 | 2.10 | 794,914.82 | |||
| 0015 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 169,549.00 | 169,549.000 | 159,343.900 | 159,343.900 | 37.70 | 6,007,265.03 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 219.00 | 219.000 | 178.210 | 178.210 | 15.15 | 2,699.88 | |||
| 0025 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 9,200.00 | 9,200.000 | 18,672.800 | 18,672.800 | 18.45 | 344,513.16 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 859.00 | 859.000 | 109.710 | 603.220 | 712.930 | 65.00 | 7,131.15 | 46,340.45 | |
| 0035 | ASPHALT SEAL COAT | 00103 | TON | 103.00 | 103.000 | 83.620 | 83.620 | 700.00 | 58,534.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 31,084.00 | 31,084.000 | 23.490 | 44,977.950 | 45,001.440 | 52.55 | 1,234.39 | 2,364,825.67 | |
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 175,900.00 | 175,900.000 | 46.000 | 154,509.550 | 154,555.550 | 45.95 | 2,113.70 | 7,101,827.52 | |
| 0050 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 3,689.00 | 3,689.000 | 763.020 | 763.020 | 52.50 | 40,058.55 | |||
| 0055 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 136,917.00 | 136,917.000 | 120,853.110 | 120,853.110 | 46.80 | 5,655,925.54 | |||
| 0060 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 64,414.00 | 64,414.000 | 69,958.680 | 69,958.680 | 52.95 | 3,704,312.10 | |||
| 0065 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 1,522.00 | 1,522.000 | 1,589.160 | 1,589.160 | 70.65 | 112,274.15 | |||
| 0070 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 23,763.00 | 23,763.000 | 0.800 | 18,238.270 | 18,239.070 | 55.75 | 44.60 | 1,016,828.15 | |
| 0075 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 28,339.00 | 28,339.000 | -0.680 | 31,101.190 | 31,100.510 | 71.45 | -48.58 | 2,222,131.43 | |
| 0080 | ASPHALT CURING SEAL | 00358 | TON | 656.00 | 656.000 | 367.560 | 367.560 | 535.00 | 196,644.60 | |||
| 0085 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 206.00 | 206.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0090 | CEMENT | 02542 | TON | 6,359.00 | 6,359.000 | 9,041.690 | 9,041.690 | 134.00 | 1,211,586.46 | |||
| 0095 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,475.00 | 1,475.00 | |||
| 0100 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 8,536.00 | 8,536.000 | 14,244.020 | 14,244.020 | 9.75 | 138,879.19 | |||
| 0105 | SAND FOR BLOTTER | 02702 | TON | 818.00 | 818.000 | 0.000 | 0.000 | 16.95 | 0.00 | |||
| 0110 | PAVEMENT REPAIR MAJOR | 20757ED | SQYD | 816.00 | 816.000 | 0.000 | 0.000 | 124.60 | 0.00 | |||
| 0115 | PAVEMENT REPAIR MINOR | 20757ED | SQYD | 816.00 | 816.000 | 3,438.650 | 3,438.650 | 95.60 | 328,734.94 | |||
| 0120 | PAVEMENT REPAIR MOT | 20757ED | SQYD | 816.00 | 816.000 | 0.000 | 0.000 | 52.65 | 0.00 | |||
| 0125 | PERMEABLE PAVEMENT DRAIN | 24470ED | SQYD | 13.00 | 13.000 | 0.000 | 0.000 | 204.85 | 0.00 | |||
| 8004 | NON-SPEC MATERIAL Bridge Beams | 10070NS | DOLL | 0.00 | 0.001 | -864.620 | -864.620 | 1.00 | -864.62 | |||
| 8904 | NON-SPEC MATERIAL PG64-22 Binder | 10070NS | DOLL | 0.00 | 0.001 | -5,355.320 | -5,355.320 | 1.00 | -5,355.32 | |||
| 8906 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0002 ROADWAY | |||||||
| 0130 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7,360.00 | 7,360.000 | 1,231.550 | 1,231.550 | 18.46 | 22,734.41 | |||
| 0135 | REMOVE PIPE | 01310 | LF | 1,034.00 | 1,034.000 | 733.200 | 733.200 | 32.04 | 23,491.72 | |||
| 0140 | CAP DROP BOX INLET | 01584 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0145 | REMOVE DROP BOX INLET | 01585 | EACH | 91.00 | 91.000 | 79.000 | 79.000 | 500.00 | 39,500.00 | |||
| 0150 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0155 | REMOVE INLET REMOVE FLUME INLET | 01718 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 213.60 | 0.00 | |||
| 0160 | ISLAND CURB AND GUTTER | 01825 | LF | 196.00 | 196.000 | 209.100 | 209.100 | 35.00 | 7,318.50 | |||
| 0165 | ISLAND INTEGRAL CURB | 01845 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 20.00 | 2,220.00 | |||
| 0170 | SPECIAL HEADER CURB | 01877 | LF | 4,227.00 | 4,227.000 | 4,255.000 | 4,255.000 | 7.00 | 29,785.00 | |||
| 0175 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 0180 | CONC MEDIAN BARRIER TYPE 12C1 | 01955 | LF | 800.00 | 800.000 | 763.420 | 763.420 | 160.00 | 122,147.20 | |||
| 0185 | CONC MEDIAN BARRIER TYPE 12C | 01967 | LF | 43,641.00 | 43,641.000 | 43,344.500 | 43,344.500 | 58.26 | 2,525,250.57 | |||
| 0190 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 250.00 | 250.000 | 250.000 | 250.000 | 6.00 | 1,500.00 | |||
| 0195 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 7.00 | 7.000 | 12.000 | 12.000 | 6.00 | 72.00 | |||
| 0200 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3.52 | 0.00 | |||
| 0205 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 9,843.00 | 9,843.000 | 0.000 | 0.000 | 3.52 | 0.00 | |||
| 0210 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 112.00 | 112.000 | 117.000 | 117.000 | 3.51 | 410.67 | |||
| 0215 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 14,658.00 | 14,658.000 | 891.000 | 891.000 | 3.51 | 3,127.41 | |||
| 0220 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 468.00 | 468.000 | 636.000 | 636.000 | 3.51 | 2,232.36 | |||
| 0225 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 32.00 | 32.000 | 62.000 | 62.000 | 7.00 | 434.00 | |||
| 0230 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3.51 | 0.00 | |||
| 0235 | INSTALL TEMP CONC MED BARR (REVISED: 8-19-15) | 01992 | LF | 68,720.00 | 68,720.000 | 89,420.000 | 89,420.000 | 1.74 | 155,590.80 | |||
| 0240 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 199,740.00 | 199,740.000 | 103,270.000 | 103,270.000 | 2.73 | 281,927.10 | |||
| 0245 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 194.38 | 1,943.80 | |||
| 0250 | TEMP DITCH | 02159 | LF | 20,000.00 | 20,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0255 | REMOVE PAVED DITCH | 02165 | SQYD | 57.00 | 57.000 | 235.340 | 235.340 | 96.12 | 22,620.88 | |||
| 0260 | ROADWAY EXCAVATION | 02200 | CUYD | 315,299.00 | 315,299.000 | 336,561.436 | 336,561.436 | 8.68 | 2,921,353.26 | |||
| 0265 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,492.00 | 1,492.000 | 2,047.130 | 2,047.130 | 27.30 | 55,886.64 | |||
| 0270 | SPECIAL EMBANKMENT GRANULAR | 02233 | CUYD | 13,864.00 | 13,864.000 | 4,834.920 | 4,834.920 | 27.30 | 131,993.31 | |||
| 0275 | WATER | 02242 | MGAL | 4,700.00 | 4,700.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0280 | FENCE-TEMP | 02259 | LF | 2,000.00 | 2,000.000 | 3,224.000 | 3,224.000 | 2.00 | 6,448.00 | |||
| 0285 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 83,939.00 | 83,939.000 | 85,039.000 | 85,039.000 | 4.60 | 391,179.40 | |||
| 0290 | REMOVE FENCE | 02265 | LF | 83,949.00 | 83,949.000 | 85,040.000 | 85,040.000 | 1.95 | 165,828.00 | |||
| 0295 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 38.00 | 38.000 | 25.000 | 25.000 | 28.50 | 712.50 | |||
| 0300 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,995.00 | 0.00 | |||
| 0305 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 35.00 | 35.00 | |||
| 0310 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 2,400.00 | 33,600.00 | |||
| 0315 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 25.00 | 25.000 | 31.000 | 31.000 | 625.00 | 19,375.00 | |||
| 0320 | REMOVE GUARDRAIL | 02381 | LF | 29,000.00 | 29,000.000 | 30,600.000 | 30,600.000 | 1.35 | 41,310.00 | |||
| 0325 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 29.00 | 29.000 | 42.000 | 42.000 | 1,900.00 | 79,800.00 | |||
| 0335 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 144.18 | 0.00 | |||
| 0340 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 69.42 | 0.00 | |||
| 0345 | CLEARING AND GRUBBING 184 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 147,055.80 | 147,055.80 | |||
| 0350 | CONCRETE-CLASS B | 02555 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0355 | TEMPORARY SIGNS | 02562 | SQFT | 2,224.00 | 2,224.000 | 3,028.960 | 3,028.960 | 4.55 | 13,781.76 | |||
| 0360 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 213.60 | 213.60 | |||
| 0365 | EDGE KEY | 02585 | LF | 286.00 | 286.000 | 169.000 | 169.000 | 16.96 | 2,866.24 | |||
| 0370 | REMOVE HEADWALL | 02625 | EACH | 28.00 | 28.000 | 13.000 | 13.000 | 320.40 | 4,165.20 | |||
| 0375 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 1,154,182.80 | 1,096,473.66 | |||
| 0380 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 4,005.00 | 44,055.00 | |||
| 0385 | SAFELOADING | 02690 | CUYD | 163.00 | 163.000 | 135.530 | 135.530 | 300.00 | 40,659.00 | |||
| 0390 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 197,971.00 | 197,971.000 | 201,992.000 | 201,992.000 | 0.16 | 32,318.72 | |||
| 0395 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 268,000.00 | 254,600.00 | |||
| 0400 | REMOVE STRUCTURE I-65 SB OVER RHUDES CREEK ROAD | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0405 | REMOVE STRUCTURE KY 1136 OVER I-65 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0410 | REMOVE STRUCTURE I-65 NB OVER NOLIN RIVER | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0415 | REMOVE STRUCTURE I-65 SB OVER NOLIN RIVER | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0420 | REMOVE STRUCTURE KY1407 OVER I-65 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0425 | REMOVE STRUCTURE I-65 NB OVER RHUDES CREEK ROAD | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0430 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,708.80 | 8,544.00 | |||
| 0435 | RELOCATE CRASH CUSHION | 02898 | EACH | 25.00 | 25.000 | 28.000 | 28.000 | 1,200.00 | 33,600.00 | |||
| 0440 | MASONRY COATING (ADDED: 8-19-17) | 02998 | SQYD | 49,507.00 | 49,507.000 | 49,507.000 | 49,507.000 | 6.95 | 344,073.65 | |||
| 0445 | CONCRETE BARRIER WALL TYPE 9T (REVISED: 8-19-15) | 03171 | LF | 30,360.00 | 30,360.000 | 0.000 | 0.000 | 1.74 | 0.00 | |||
| 0450 | TUBULAR MARKERS | 03225 | EACH | 156.00 | 156.000 | 129.000 | 129.000 | 38.98 | 5,028.42 | |||
| 0455 | STEEL POST TYPE 2 | 06411 | LF | 5,300.00 | 5,300.000 | 0.000 | 0.000 | 4.47 | 0.00 | |||
| 0460 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 669,475.00 | 669,475.000 | 1,057,286.000 | 1,057,286.000 | 0.17 | 179,738.62 | |||
| 0465 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,326.00 | 9,326.000 | 11,644.000 | 11,644.000 | 0.16 | 1,863.04 | |||
| 0470 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 149,987.00 | 149,987.000 | 0.000 | 0.000 | 0.62 | 0.00 | |||
| 0475 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 100,949.00 | 100,949.000 | 0.000 | 0.000 | 0.62 | 0.00 | |||
| 0480 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 4,691.00 | 4,691.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0485 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 4,000.00 | 4,000.000 | 6,878.000 | 6,878.000 | 1.50 | 10,317.00 | |||
| 0490 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,000.00 | 4,000.000 | 5,450.000 | 5,450.000 | 1.50 | 8,175.00 | |||
| 0495 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,238.00 | 1,238.000 | 0.000 | 0.000 | 2.86 | 0.00 | |||
| 0500 | CONCRETE-CLASS A | 08100 | CUYD | 158.00 | 158.000 | 182.810 | 182.810 | 112.00 | 20,474.72 | |||
| 0505 | STEEL REINFORCEMENT | 08150 | LB | 1,663.00 | 1,663.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0510 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 19,500.00 | 39,000.00 | |||
| 0515 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 19.00 | 19.000 | 18.000 | 18.000 | 3,000.00 | 54,000.00 | |||
| 0520 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,134,091.00 | 1,134,091.000 | 49,532.750 | 49,532.750 | 1.00 | 49,532.75 | |||
| 0525 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 1,819,637.00 | 1,819,637.000 | -1,528,035.390 | -1,528,035.390 | 1.00 | -1,528,035.39 | |||
| 0530 | GRANULAR PILE CORE | 20209EP69 | CUYD | 450.00 | 450.000 | 0.000 | 0.000 | 32.06 | 0.00 | |||
| 0535 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 200.00 | 200.000 | 131.500 | 131.500 | 32.04 | 4,213.26 | |||
| 0540 | CONC MED BAR TY 12C2(50) | 20415ES508 | LF | 387.00 | 387.000 | 350.080 | 350.080 | 160.00 | 56,012.80 | |||
| 0545 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | |||
| 0550 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 97,923.00 | 97,923.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0555 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 96.12 | 0.00 | |||
| 0560 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 27,573.00 | 27,573.000 | 35,622.250 | 35,622.250 | 16.10 | 573,518.22 | |||
| 0565 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 800.00 | 800.000 | 534.400 | 534.400 | 110.00 | 58,784.00 | |||
| 0570 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 123,329.00 | 123,329.000 | 86,385.000 | 86,385.000 | 0.49 | 42,328.65 | |||
| 0575 | REMOVE AND REINSTALL LIGHTS | 23383EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0580 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 33,826.00 | 33,826.000 | 29,501.000 | 29,501.000 | 1.60 | 47,201.60 | |||
| 0585 | FLUSH SEDIMENT | 24277EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 534.00 | 0.00 | |||
| 0590 | INLAID PAVEMENT MARKER | 24489EC | EACH | 9,900.00 | 9,900.000 | 1,965.000 | 1,965.000 | 45.00 | 88,425.00 | |||
| 0595 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 4,125.00 | 4,125.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0600 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 1,321.00 | 1,321.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8000 | BARRIER WALL GATE | 24852EC | EACH | 0.00 | 4.000 | 3.000 | 3.000 | 43,864.05 | 131,592.15 | |||
| 8001 | CONCRETE-CLASS A Barrier Gate Footing | 08100 | CUYD | 0.00 | 32.000 | 29.220 | 29.220 | 214.20 | 6,258.92 | |||
| 8002 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 20.000 | 45.000 | 45.000 | 2,430.82 | 109,386.90 | |||
| 8003 | BARRIER WALL TRANSITION Transition for Barrier Gate | 22880ED | LF | 0.00 | 80.000 | 70.000 | 70.000 | 405.29 | 28,370.30 | |||
| 8010 | TEMPORARY SIGNS KY 222 Overlay | 02562 | SQFT | 0.00 | 149.000 | 108.000 | 108.000 | 4.55 | 491.40 | |||
| 8011 | MAINTAIN & CONTROL TRAFFIC KY 222 Overlay | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,502.80 | 15,502.80 | |||
| 8012 | PORTABLE CHANGEABLE MESSAGE SIGN KY 222 Overlay | 02671 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 4,005.00 | 0.00 | |||
| 8013 | EXPAN JOINT REPLACE 4 IN KY 222 Overlay | 03298 | LF | 0.00 | 30.500 | 72.170 | 72.170 | 1,050.00 | 75,778.50 | |||
| 8014 | ARMORED EDGE FOR CONCRETE KY 222 Overlay | 03299 | LF | 0.00 | 61.000 | 61.000 | 61.000 | 114.00 | 6,954.00 | |||
| 8015 | REPAIR CONCRETE CURB KY 222 Overlay | 03302 | LF | 0.00 | 330.000 | 451.000 | 451.000 | 78.00 | 35,178.00 | |||
| 8016 | BRIDGE OVERLAY APPROACH PAVEMENT KY 222 Overlay | 03304 | SQYD | 0.00 | 333.340 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8017 | TEMP SIGNAL 2 PHASE KY 222 Overlay | 04933 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 8018 | PAVE STRIPING-PERM PAINT-4 IN KY 222 Overlay | 06514 | LF | 0.00 | 1,408.000 | 660.000 | 660.000 | 0.16 | 105.60 | |||
| 8019 | PAVE STRIPING-TEMP REM TAPE-B KY 222 Overlay | 06549 | LF | 0.00 | 500.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 8020 | PAVE STRIPING-TEMP REM TAPE-W KY 222 Overlay | 06550 | LF | 0.00 | 1,000.000 | 144.000 | 144.000 | 1.50 | 216.00 | |||
| 8021 | PAVE STRIPING-TEMP REM TAPE-Y KY 222 Overlay | 06551 | LF | 0.00 | 2,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 8022 | STEEL REINFORCEMENT KY 222 Overlay | 08150 | LB | 0.00 | 267.200 | 160.320 | 160.320 | 2.06 | 330.25 | |||
| 8023 | EPOXY SAND SLURRY KY 222 Overlay | 08504 | SQYD | 0.00 | 242.700 | 242.400 | 242.400 | 27.11 | 6,571.46 | |||
| 8024 | REM EPOXY BIT FOREIGN OVERLAY KY 222 Overlay | 08510 | SQYD | 0.00 | 840.000 | 840.000 | 840.000 | 32.90 | 27,636.00 | |||
| 8025 | CONC CLASS M FULL DEPTH PATCH KY 222 Overlay | 08526 | CUYD | 0.00 | 6.000 | 0.060 | 0.060 | 1,730.00 | 103.80 | |||
| 8026 | CONCRETE OVERLAY-LATEX KY 222 Overlay | 08534 | CUYD | 0.00 | 35.000 | 35.000 | 35.000 | 1,995.00 | 69,825.00 | |||
| 8027 | BLAST CLEANING KY 222 Overlay | 08549 | SQYD | 0.00 | 1,083.000 | 1,083.000 | 1,083.000 | 9.70 | 10,505.10 | |||
| 8028 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE KY 222 Overlay | 23949EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,015.00 | 8,015.00 | |||
| 8029 | PARTIAL DEPTH PATCHING KY 222 Overlay | 24094EC | CUYD | 0.00 | 23.300 | 23.330 | 23.330 | 1,240.00 | 28,929.20 | |||
| 8030 | DEMOBILIZATION KY 222 Overlay | 02569 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8031 | EW~ Icone Radar Board Replacement and New Icone Barrel | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 16,101.60 | 0.00 | |||
| 8032 | EW~ Icone Display Panel Module | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 1,502.17 | 0.00 | |||
| 8033 | NON-SPEC MATERIAL Concrete Barrier Wall | 10070NS | DOLL | 0.00 | 0.001 | -218.480 | -218.480 | 1.00 | -218.48 | |||
| 8034 | CONDUIT-1 1/4 IN Planning Loops | 04793 | LF | 0.00 | 160.000 | 473.000 | 473.000 | 12.60 | 5,959.80 | |||
| 8035 | CONDUIT-2 IN Planning Loops | 04795 | LF | 0.00 | 40.000 | 776.000 | 776.000 | 13.65 | 10,592.40 | |||
| 8036 | TRENCHING AND BACKFILLING Planning Loops | 04820 | LF | 0.00 | 180.000 | 565.000 | 565.000 | 4.20 | 2,373.00 | |||
| 8037 | PIEZOELECTRIC SENSOR Planning Loops | 04829 | EACH | 0.00 | 12.000 | 0.000 | 0.000 | 2,047.50 | 0.00 | |||
| 8038 | LOOP WIRE Planning Loops | 04830 | LF | 0.00 | 5,800.000 | 2,572.000 | 2,572.000 | 0.47 | 1,208.84 | |||
| 8039 | LOOP SAW SLOT AND FILL Planning Loops | 04895 | LF | 0.00 | 1,120.000 | 452.000 | 452.000 | 11.55 | 5,220.60 | |||
| 8040 | GALVANIZED STEEL CABINET Planning Loops | 20359NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 897.75 | 3,591.00 | |||
| 8041 | WOOD POST Planning Loops | 20360ES818 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 404.25 | 3,234.00 | |||
| 8042 | ELECTRICAL JUNCTION BOX TYPE A Planning Loops | 20391NS835 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,176.00 | 4,704.00 | |||
| 8043 | MAINTAIN & CONTROL TRAFFIC Planning Loops | 02650 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 8044 | STAKING Planning Loops | 02726 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 500.00 | 250.00 | |||
| 8046 | ROADWAY EXCAVATION Slide Repair | 02200 | CUYD | 0.00 | 8,201.480 | 6,044.830 | 6,044.830 | 20.69 | 125,067.53 | |||
| 8047 | FABRIC-GEOTEXTILE TYPE I Slide Repair | 02596 | SQYD | 0.00 | 6,685.560 | 4,691.880 | 4,691.880 | 2.29 | 10,744.40 | |||
| 8048 | CRUSHED AGGREGATE SIZE NO 2 Slide Repair | 00078 | TON | 0.00 | 9,677.750 | 9,009.430 | 9,009.430 | 32.00 | 288,301.76 | |||
| 8049 | MAINTAIN & CONTROL TRAFFIC Slide Repair | 02650 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 80,000.00 | 40,000.00 | |||
| 8050 | SEEDING AND PROTECTION Slide Repair | 05985 | SQYD | 0.00 | 25,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 8051 | STAKING Slide Repair | 02726 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 3,000.00 | 1,500.00 | |||
| 8052 | JACK & SUPPORT BRIDGE SPAN US 31W and Bluegrass Parkway | 08435 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 193,450.11 | 0.00 | |||
| 8053 | EW~ Remove Concrete and Replace Bearings | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 121,254.85 | 0.00 | |||
| 8054 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE US 31W and Bluegrass Parkway | 23949EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 8,181.38 | 0.00 | |||
| 8055 | EW~ Queue Warning Sensor Repairs | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8056 | MAINTAIN & CONTROL TRAFFIC US 31W and Bluegrass Parkway | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 57,773.24 | 0.00 | |||
| 8905 | NON-SPEC MATERIAL PG64-22 Binder | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8907 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | -1,300.000 | -1,300.000 | 1.00 | -1,300.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0003 DRAINAGE | |||||||
| 0605 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 105.00 | 105.000 | 0.000 | 0.000 | 19.39 | 0.00 | |||
| 0610 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 298.00 | 298.000 | 297.310 | 297.310 | 38.00 | 11,297.78 | |||
| 0615 | CULVERT PIPE-15 IN | 00461 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 60.00 | 240.00 | |||
| 0620 | CULVERT PIPE-18 IN | 00462 | LF | 318.20 | 318.200 | 185.200 | 185.200 | 75.00 | 13,890.00 | |||
| 0625 | CULVERT PIPE-24 IN | 00464 | LF | 4.00 | 4.000 | 20.000 | 20.000 | 80.00 | 1,600.00 | |||
| 0630 | CULVERT PIPE-36 IN | 00468 | LF | 40.00 | 40.000 | 20.000 | 20.000 | 115.00 | 2,300.00 | |||
| 0635 | STORM SEWER PIPE-18 IN | 00522 | LF | 7,283.60 | 7,283.600 | 7,055.100 | 7,055.100 | 68.99 | 486,731.34 | |||
| 0640 | STORM SEWER PIPE-24 IN | 00524 | LF | 402.20 | 402.200 | 80.300 | 80.300 | 80.00 | 6,424.00 | |||
| 0645 | PERFORATED PIPE-4 IN | 01000 | LF | 89,679.00 | 89,679.000 | 84,668.000 | 84,668.000 | 5.85 | 495,307.80 | |||
| 0650 | PERFORATED PIPE-6 IN | 01001 | LF | 46,311.00 | 46,311.000 | 43,260.000 | 43,260.000 | 6.05 | 261,723.00 | |||
| 0655 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 6,424.00 | 6,424.000 | 6,491.000 | 6,491.000 | 10.00 | 64,910.00 | |||
| 0660 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 1,156.00 | 1,156.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0665 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,500.00 | 16,500.00 | |||
| 0670 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 55.00 | 55.000 | 47.000 | 47.000 | 395.00 | 18,565.00 | |||
| 0675 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 410.00 | 1,640.00 | |||
| 0680 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 104.00 | 104.000 | 118.000 | 118.000 | 435.00 | 51,330.00 | |||
| 0685 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 138.00 | 138.000 | 110.000 | 110.000 | 435.00 | 47,850.00 | |||
| 0690 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 1,050.00 | 6,300.00 | |||
| 0695 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0700 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,950.00 | 1,950.00 | |||
| 0705 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0710 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 2,800.00 | 14,000.00 | |||
| 0715 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0720 | CURB BOX INLET TYPE B | 01480 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 4,100.00 | 41,000.00 | |||
| 0725 | DROP BOX INLET TYPE 5A | 01502 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 0730 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0735 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 2.500 | 2.500 | 3,600.00 | 9,000.00 | |||
| 0740 | FLUME INLET TYPE 2 | 01691 | EACH | 22.00 | 22.000 | 18.000 | 18.000 | 4,000.00 | 72,000.00 | |||
| 0745 | ADJUST INLET | 01719 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0750 | CHANNEL LINING CLASS II | 02483 | TON | 4,011.00 | 4,011.000 | 673.000 | 2,920.820 | 3,593.820 | 26.30 | 17,699.90 | 94,517.46 | |
| 0755 | CHANNEL LINING CLASS III | 02484 | TON | 2,584.00 | 2,584.000 | 207.550 | 207.550 | 31.01 | 6,436.12 | |||
| 0760 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 5,600.00 | 5,600.000 | 0.000 | 0.000 | 2.19 | 0.00 | |||
| 0765 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 5,689.00 | 5,689.000 | 533.330 | 533.330 | 2.19 | 1,167.99 | |||
| 0770 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,105.00 | 2,105.000 | 71,109.740 | 71,109.740 | 4.40 | 312,882.85 | |||
| 0775 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,308.00 | 4,308.000 | 9,235.843 | 9,235.843 | 2.00 | 18,471.68 | |||
| 0780 | TEMP SILT FENCE | 02701 | LF | 25,513.00 | 25,513.000 | 1,083.000 | 1,083.000 | 0.82 | 888.06 | |||
| 0785 | SILT TRAP TYPE A | 02703 | EACH | 189.00 | 189.000 | 0.000 | 0.000 | 64.08 | 0.00 | |||
| 0790 | SILT TRAP TYPE B | 02704 | EACH | 189.00 | 189.000 | 44.000 | 44.000 | 64.08 | 2,819.52 | |||
| 0795 | SILT TRAP TYPE C | 02705 | EACH | 189.00 | 189.000 | 65.000 | 65.000 | 66.64 | 4,331.60 | |||
| 0800 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,701.00 | 1,701.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0805 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,701.00 | 1,701.000 | 14.000 | 14.000 | 0.01 | 0.14 | |||
| 0810 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1,701.00 | 1,701.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0815 | CLEAN TEMP SILT FENCE | 02709 | LF | 25,513.00 | 25,513.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0820 | CLEAN PIPE STRUCTURE | 03262 | EACH | 31.00 | 31.000 | 15.000 | 15.000 | 550.00 | 8,250.00 | |||
| 0825 | EROSION CONTROL BLANKET | 05950 | SQYD | 59,303.00 | 59,303.000 | 208,788.567 | 208,788.567 | 0.96 | 200,437.02 | |||
| 0830 | TEMP MULCH | 05952 | SQYD | 916,747.00 | 916,747.000 | 1,791.890 | 1,791.890 | 0.01 | 17.91 | |||
| 0835 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 916,747.00 | 916,747.000 | 4,877.800 | 4,877.800 | 0.01 | 48.77 | |||
| 0840 | INITIAL FERTILIZER | 05963 | TON | 30.00 | 30.000 | 25.600 | 25.600 | 650.00 | 16,640.00 | |||
| 0845 | 20-10-10 FERTILIZER | 05964 | TON | 48.00 | 48.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0850 | SEEDING AND PROTECTION | 05985 | SQYD | 916,747.00 | 916,747.000 | 339,582.179 | 339,582.179 | 0.30 | 101,874.65 | |||
| 0855 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 107,818.00 | 107,818.000 | 193,459.972 | 193,459.972 | 0.15 | 29,018.99 | |||
| 0860 | AGRICULTURAL LIMESTONE | 05992 | TON | 569.00 | 569.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0865 | HIGH SLUMP 3000 PSI GROUT FOR CHANNEL LINING CLASS III (MOD) | 20911ED | CUYD | 111.00 | 111.000 | 39.000 | 39.000 | 200.00 | 7,800.00 | |||
| 0870 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,500.00 | 19,000.00 | |||
| 0875 | CONC MED BARR BOX INLET TY 12B2-50 | 21602NN | EACH | 123.00 | 123.000 | 123.500 | 123.500 | 9,500.00 | 1,173,250.00 | |||
| 0880 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 250.80 | 250.800 | 250.800 | 250.800 | 580.98 | 145,709.78 | |||
| 0885 | CONC MED BARR BOX INLET TY 12A1-50 | 22620NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 8,900.00 | 8,900.00 | |||
| 0890 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 161.20 | 161.200 | 161.200 | 161.200 | 448.98 | 72,375.57 | |||
| 0895 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 245.00 | 245.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0900 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 106.80 | 0.00 | |||
| 0905 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
| 0910 | CONC MED BAR BOX INLET TY 12B1-50 | 23611NN | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 8,900.00 | 115,700.00 | |||
| 0915 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 333.00 | 333.000 | 0.000 | 0.000 | 31.02 | 0.00 | |||
| 0920 | CONC MED BARR BOX INLET TY 12B2-50(MOD) | 23978EC | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 10,050.00 | 90,450.00 | |||
| 0925 | HDPE PIPE LINER 18 INCH | 24583EC | LF | 899.00 | 899.000 | 1,133.000 | 1,133.000 | 144.98 | 164,262.34 | |||
| 0930 | HDPE PIPE LINER 24 INCH | 24583EC | LF | 827.00 | 827.000 | 583.000 | 583.000 | 157.38 | 91,752.54 | |||
| 0935 | BEND PREFAB BEND 25 DEG-18 IN | 24634EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 339.62 | 679.24 | |||
| 0940 | PIPELINE INSPECTION (REVISED: 8-19-15) | 24814EC | LF | 8,052.00 | 8,052.000 | 6,817.800 | 6,817.800 | 4.50 | 30,680.10 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0004 BRIDGE-27156 | |||||||
| 0945 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 220.00 | 220.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0950 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 310.00 | 310.000 | 66.670 | 66.670 | 2.50 | 166.67 | |||
| 0955 | MASONRY COATING | 02998 | SQYD | 1,513.00 | 1,513.000 | 1,513.000 | 1,513.000 | 7.50 | 11,347.50 | |||
| 0960 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 81.00 | 5,184.00 | |||
| 0965 | CONDUIT-3 IN | 04797 | LF | 597.00 | 597.000 | 597.000 | 597.000 | 29.00 | 17,313.00 | |||
| 0970 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 543.00 | 543.000 | 147.520 | 147.520 | 15.00 | 2,212.80 | |||
| 0975 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 230.00 | 230.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0980 | TEST PILES | 08033 | LF | 178.00 | 178.000 | 214.620 | 214.620 | 70.00 | 15,023.40 | |||
| 0985 | PILES-STEEL HP12X53 | 08046 | LF | 480.00 | 480.000 | 602.010 | 602.010 | 53.00 | 31,906.53 | |||
| 0990 | PILES-STEEL HP14X89 | 08051 | LF | 920.00 | 920.000 | 1,113.990 | 1,113.990 | 70.00 | 77,979.30 | |||
| 0995 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 112.00 | 3,584.00 | |||
| 1000 | PILE POINTS-14 IN | 08095 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 118.00 | 3,304.00 | |||
| 1005 | CONCRETE-CLASS A | 08100 | CUYD | 216.00 | 216.000 | 216.000 | 216.000 | 652.00 | 140,832.00 | |||
| 1010 | CONCRETE-CLASS AA | 08104 | CUYD | 362.00 | 362.000 | 362.000 | 362.000 | 652.00 | 236,024.00 | |||
| 1015 | STEEL REINFORCEMENT | 08150 | LB | 41,412.00 | 41,412.000 | 41,412.000 | 41,412.000 | 0.91 | 37,684.92 | |||
| 1020 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 131,711.00 | 131,711.000 | 131,711.000 | 131,711.000 | 1.04 | 136,979.44 | |||
| 1025 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,135.00 | 1,135.000 | 1,135.000 | 1,135.000 | 285.00 | 323,475.00 | |||
| 1030 | RAIL SYSTEM TYPE III | 21532ED | LF | 577.00 | 577.000 | 577.000 | 577.000 | 97.00 | 55,969.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0005 BRIDGE-27155 | |||||||
| 1035 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 778.00 | 778.000 | 544.790 | 544.790 | 38.00 | 20,702.02 | |||
| 1040 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 768.00 | 768.000 | 756.890 | 756.890 | 2.50 | 1,892.22 | |||
| 1045 | MASONRY COATING | 02998 | SQYD | 1,707.00 | 1,707.000 | 1,707.000 | 1,707.000 | 7.50 | 12,802.50 | |||
| 1050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 262.00 | 262.000 | 262.000 | 262.000 | 71.00 | 18,602.00 | |||
| 1055 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 2,977.00 | 2,977.000 | 2,643.450 | 2,643.450 | 16.50 | 43,616.92 | |||
| 1060 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 548.00 | 548.000 | 211.580 | 211.580 | 67.00 | 14,175.86 | |||
| 1065 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,409.00 | 3,409.000 | 1,440.730 | 1,440.730 | 38.00 | 54,747.74 | |||
| 1070 | TEST PILES | 08033 | LF | 61.00 | 61.000 | 62.750 | 62.750 | 95.00 | 5,961.25 | |||
| 1075 | PILES-STEEL HP14X89 | 08051 | LF | 1,045.00 | 1,045.000 | 1,205.899 | 1,205.899 | 84.00 | 101,295.51 | |||
| 1080 | PILE POINTS-14 IN | 08095 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 118.00 | 4,720.00 | |||
| 1085 | CONCRETE-CLASS A | 08100 | CUYD | 1,208.00 | 1,208.000 | 1,136.630 | 1,136.630 | 540.00 | 613,780.20 | |||
| 1090 | CONCRETE-CLASS AA | 08104 | CUYD | 1,451.00 | 1,451.000 | 1,451.000 | 1,451.000 | 540.00 | 783,540.00 | |||
| 1095 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 60.00 | 60.000 | 60.000 | 60.000 | 34.00 | 2,040.00 | |||
| 1100 | MECHANICAL REINF COUPLER #6 | 08131 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 40.00 | 640.00 | |||
| 1105 | MECHANICAL REINF COUPLER #7 | 08132 | EACH | 240.00 | 240.000 | 234.000 | 234.000 | 49.00 | 11,466.00 | |||
| 1110 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 112.00 | 112.000 | 112.000 | 112.000 | 61.00 | 6,832.00 | |||
| 1115 | STEEL REINFORCEMENT | 08150 | LB | 205,304.00 | 205,304.000 | -8,310.920 | 205,304.000 | 196,993.080 | 0.91 | -7,562.93 | 179,263.70 | |
| 1120 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 468,275.00 | 468,275.000 | 468,275.000 | 468,275.000 | 1.10 | 515,102.50 | |||
| 1125 | STRUCTURAL STEEL (1,500 POUNDS) (ADDED: 8-19-15) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1130 | RAIL SYSTEM TYPE III | 21532ED | LF | 663.00 | 663.000 | 663.000 | 663.000 | 93.00 | 61,659.00 | |||
| 1135 | PPC I-BEAM HN60-49 | 24539EC | LF | 4,275.00 | 4,275.000 | 4,275.000 | 4,275.000 | 302.00 | 1,291,050.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0006 BRIDGE-27152 | |||||||
| 1140 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,797.00 | 1,797.000 | 1,941.190 | 1,941.190 | 37.00 | 71,824.03 | |||
| 1145 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,345.00 | 1,345.000 | 766.480 | 766.480 | 2.50 | 1,916.20 | |||
| 1150 | MASONRY COATING | 02998 | SQYD | 651.00 | 651.000 | 651.000 | 651.000 | 7.50 | 4,882.50 | |||
| 1155 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 260.00 | 260.000 | 260.000 | 260.000 | 74.00 | 19,240.00 | |||
| 1160 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,554.00 | 1,554.000 | 971.250 | 971.250 | 14.00 | 13,597.50 | |||
| 1165 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 350.00 | 350.000 | 195.340 | 195.340 | 32.00 | 6,250.88 | |||
| 1170 | TEST PILES | 08033 | LF | 115.00 | 115.000 | 118.500 | 118.500 | 75.00 | 8,887.50 | |||
| 1175 | PRE-DRILLING FOR PILES | 08039 | LF | 46.00 | 270.000 | 270.000 | 270.000 | 500.00 | 135,000.00 | |||
| 1180 | PILES-STEEL HP12X53 | 08046 | LF | 4,913.00 | 4,913.000 | 6,736.560 | 6,736.560 | 44.00 | 296,408.64 | |||
| 1185 | PILE POINTS-12 IN | 08094 | EACH | 128.00 | 128.000 | 134.000 | 134.000 | 112.00 | 15,008.00 | |||
| 1190 | CONCRETE-CLASS A | 08100 | CUYD | 810.00 | 810.000 | 810.000 | 810.000 | 563.00 | 456,030.00 | |||
| 1195 | CONCRETE-CLASS AA | 08104 | CUYD | 327.00 | 327.000 | 327.000 | 327.000 | 563.00 | 184,101.00 | |||
| 1200 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 36.00 | 36.000 | 26.000 | 26.000 | 18.00 | 468.00 | |||
| 1205 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 436.00 | 436.000 | 436.000 | 436.000 | 24.00 | 10,464.00 | |||
| 1210 | STEEL REINFORCEMENT | 08150 | LB | 58,842.00 | 58,842.000 | 58,842.000 | 58,842.000 | 0.91 | 53,546.22 | |||
| 1215 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 75,343.00 | 75,343.000 | 75,343.000 | 75,343.000 | 1.16 | 87,397.88 | |||
| 1220 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 1,398.00 | 1,398.000 | 1,398.000 | 1,398.000 | 272.00 | 380,256.00 | |||
| 1225 | RAIL SYSTEM TYPE III | 21532ED | LF | 159.00 | 159.000 | 159.000 | 159.000 | 112.00 | 17,808.00 | |||
| 8045 | EW~ Pre-drilling delay costs | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,433.75 | 5,433.75 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0007 BRIDGE-27154 | |||||||
| 1230 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 220.00 | 220.000 | 234.450 | 234.450 | 38.00 | 8,909.10 | |||
| 1235 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 309.00 | 309.000 | 309.000 | 309.000 | 2.50 | 772.50 | |||
| 1240 | MASONRY COATING | 02998 | SQYD | 1,425.00 | 1,425.000 | 1,425.000 | 1,425.000 | 7.50 | 10,687.50 | |||
| 1245 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 81.00 | 5,184.00 | |||
| 1250 | CONDUIT-3 IN | 04797 | LF | 559.00 | 559.000 | 559.000 | 559.000 | 30.00 | 16,770.00 | |||
| 1255 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 480.00 | 480.000 | 189.800 | 189.800 | 16.00 | 3,036.80 | |||
| 1260 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 220.00 | 220.000 | 205.120 | 205.120 | 33.00 | 6,768.96 | |||
| 1265 | TEST PILES | 08033 | LF | 262.00 | 262.000 | 305.160 | 305.160 | 75.00 | 22,887.00 | |||
| 1270 | PILES-STEEL HP12X53 | 08046 | LF | 2,050.00 | 2,050.000 | 2,487.030 | 2,487.030 | 49.00 | 121,864.47 | |||
| 1275 | PILE POINTS-12 IN | 08094 | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 112.00 | 6,048.00 | |||
| 1280 | CONCRETE-CLASS A | 08100 | CUYD | 212.00 | 212.000 | 212.000 | 212.000 | 680.00 | 144,160.00 | |||
| 1285 | CONCRETE-CLASS AA | 08104 | CUYD | 345.00 | 345.000 | 345.000 | 345.000 | 680.00 | 234,600.00 | |||
| 1290 | STEEL REINFORCEMENT | 08150 | LB | 40,681.00 | 40,681.000 | 40,681.000 | 40,681.000 | 0.91 | 37,019.71 | |||
| 1295 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 110,510.00 | 110,510.000 | 110,510.000 | 110,510.000 | 1.04 | 114,930.40 | |||
| 1300 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,059.00 | 1,059.000 | 1,059.000 | 1,059.000 | 288.00 | 304,992.00 | |||
| 1305 | RAIL SYSTEM TYPE III | 21532ED | LF | 539.00 | 539.000 | 539.000 | 539.000 | 99.00 | 53,361.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0008 BRIDGE- 047B00127R AND 047B00127L | |||||||
| 1310 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1315 | MASONRY COATING | 02998 | SQYD | 724.00 | 724.000 | 836.450 | 836.450 | 8.00 | 6,691.60 | |||
| 1320 | EXPAN JOINT REPLACE 3 IN | 03297 | LF | 216.70 | 216.700 | 164.100 | 164.100 | 650.00 | 106,665.00 | |||
| 1325 | CONCRETE-CLASS M 1 | 08106 | CUYD | 55.60 | 100.600 | 103.520 | 103.520 | 1,000.00 | 103,520.00 | |||
| 1330 | STEEL REINFORCEMENT | 08150 | LB | 5,472.00 | 9,972.000 | 14,631.580 | 14,631.580 | 3.00 | 43,894.74 | |||
| 1335 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1340 | BEARING REPLACEMENT | 21969NN | EACH | 12.00 | 48.000 | 48.000 | 48.000 | 7,500.00 | 360,000.00 | |||
| 1345 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 473.00 | 473.000 | 1,117.300 | 1,117.300 | 175.00 | 195,527.50 | |||
| 1350 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8005 | JACK & SUPPORT BRIDGE SPAN Span 2 | 08435 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 8006 | JACK & SUPPORT BRIDGE SPAN Span 3 | 08435 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 8007 | MAINTAIN & CONTROL TRAFFIC Additional Eastbound | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 8008 | MAINTAIN & CONTROL TRAFFIC Additional Westbound | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 8009 | JACK & SUPPORT BRIDGE SPAN Span 1 | 08435 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0009 LIGHTING- WKP | |||||||
| 1355 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 27,514.00 | 577,794.00 | |||
| 1360 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 17,361.00 | 52,083.00 | |||
| 1365 | CONDUIT-3 IN | 04797 | LF | 3,300.00 | 3,300.000 | 3,006.000 | 3,006.000 | 23.15 | 69,588.90 | |||
| 1370 | MARKER | 04800 | EACH | 39.00 | 39.000 | 47.000 | 47.000 | 311.00 | 14,617.00 | |||
| 1375 | TRENCHING AND BACKFILLING | 04820 | LF | 18,000.00 | 18,000.000 | 17,876.000 | 17,876.000 | 4.19 | 74,900.44 | |||
| 1380 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 11,000.00 | 11,000.000 | 9,529.000 | 9,529.000 | 3.23 | 30,778.67 | |||
| 1385 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 19,500.00 | 19,500.000 | 18,227.000 | 18,227.000 | 3.67 | 66,893.09 | |||
| 1390 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 21,500.00 | 21,500.000 | 20,555.000 | 20,555.000 | 4.56 | 93,730.80 | |||
| 1395 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 49,423.09 | 49,423.09 | |||
| 1400 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 16.00 | 16.000 | 19.000 | 19.000 | 910.00 | 17,290.00 | |||
| 1405 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,317.00 | 15,804.00 | |||
| 1410 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 72,606.00 | 72,606.00 | |||
| 1415 | BORE AND JACK CONDUIT | 21543EN | LF | 2,400.00 | 2,400.000 | 2,546.000 | 2,546.000 | 19.61 | 49,927.06 | |||
| 1420 | POLE BASE-HIGH MAST | 23161EN | CUYD | 187.00 | 187.000 | 185.080 | 185.080 | 370.00 | 68,479.60 | |||
| 1425 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 124.00 | 124.000 | 124.000 | 124.000 | 2,007.00 | 248,868.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0010 LIGHTING- KY 313 | |||||||
| 1430 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 27,514.00 | 357,682.00 | |||
| 1435 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 28,395.00 | 56,790.00 | |||
| 1440 | CONDUIT-3 IN | 04797 | LF | 2,011.00 | 2,011.000 | 1,820.000 | 1,820.000 | 23.15 | 42,133.00 | |||
| 1445 | MARKER | 04800 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 311.00 | 10,574.00 | |||
| 1450 | TRENCHING AND BACKFILLING | 04820 | LF | 17,360.00 | 17,360.000 | 8,826.000 | 8,826.000 | 4.19 | 36,980.94 | |||
| 1455 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 9,350.00 | 9,350.000 | 8,638.000 | 8,638.000 | 3.23 | 27,900.74 | |||
| 1460 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 9,100.00 | 9,100.000 | 7,694.000 | 7,694.000 | 3.67 | 28,236.98 | |||
| 1465 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 9,500.00 | 9,500.000 | 8,091.000 | 8,091.000 | 4.56 | 36,894.96 | |||
| 1470 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 910.00 | 5,460.00 | |||
| 1475 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,317.00 | 7,902.00 | |||
| 1480 | BORE AND JACK CONDUIT | 21543EN | LF | 2,011.00 | 2,011.000 | 1,945.000 | 1,945.000 | 19.61 | 38,141.45 | |||
| 1485 | POLE BASE-HIGH MAST | 23161EN | CUYD | 116.00 | 116.000 | 126.960 | 126.960 | 370.00 | 46,975.20 | |||
| 1490 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 78.00 | 78.000 | 78.000 | 78.000 | 2,007.00 | 156,546.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0011 SIGNING | |||||||
| 1495 | REFERENCE MARKER | 04903 | EACH | 92.00 | 92.000 | 90.000 | 90.000 | 100.00 | 9,000.00 | |||
| 1500 | BARRIER MOUNTING BRACKET | 04904 | EACH | 46.00 | 46.000 | 51.000 | 51.000 | 125.00 | 6,375.00 | |||
| 1505 | MODIFY PANEL SIGNS | 06203 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 1510 | GMSS GALV STEEL TYPE A (REVISED: 8-7-15) | 06400 | LB | 15,810.00 | 15,810.000 | 16,840.000 | 16,840.000 | 2.30 | 38,732.00 | |||
| 1515 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 90.00 | 90.000 | 56.000 | 56.000 | 28.00 | 1,568.00 | |||
| 1520 | SBM ALUMINUM PANEL SIGNS (REVISED: 8-7-15) | 06405 | SQFT | 6,008.00 | 6,008.000 | 5,904.800 | 5,904.800 | 17.00 | 100,381.60 | |||
| 1525 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 189.000 | 189.000 | 16.00 | 3,024.00 | |||
| 1530 | SBM ALUM SHEET SIGNS .125 IN (REVISED: 8-7-15) | 06407 | SQFT | 561.00 | 561.000 | 483.050 | 483.050 | 13.00 | 6,279.65 | |||
| 1535 | STEEL POST TYPE 1 (REVISED: 8-7-15) | 06410 | LF | 915.00 | 915.000 | 665.000 | 665.000 | 7.20 | 4,788.00 | |||
| 1540 | STEEL POST MILE MARKERS | 06412 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 130.00 | 2,340.00 | |||
| 1545 | GMSS GALV STEEL TYPE C (REVISED: 8-7-15) | 06441 | LB | 17,140.00 | 17,140.000 | 18,019.000 | 18,019.000 | 5.00 | 90,095.00 | |||
| 1550 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 5,640.00 | 28,200.00 | |||
| 1555 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 1560 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 1565 | REMOVE SIGN SUPPORT BEAM (REVISED: 8-7-15) | 06451 | EACH | 57.00 | 57.000 | 35.000 | 35.000 | 110.00 | 3,850.00 | |||
| 1570 | OSS ALUMINUM 95 FT TRUSS | 06453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 52,000.00 | 52,000.00 | |||
| 1575 | CLASS A CONCRETE FOR SIGNS (REVISED: 8-7-15) | 06490 | CUYD | 131.00 | 131.000 | 124.410 | 124.410 | 400.00 | 49,764.00 | |||
| 1580 | STEEL REINFORCEMENT FOR SIGNS (REVISED: 8-7-15) | 06491 | LB | 5,735.00 | 5,735.000 | 4,353.650 | 4,353.650 | 1.75 | 7,618.88 | |||
| 1585 | REMOVE & RELOCATE SIGNS (REVISED: 8-7-15) | 20418ED | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 250.00 | 3,000.00 | |||
| 1590 | ROADWAY CROSS SECTION (REVISED: 8-7-15) | 20419ND | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1595 | REMOVE SIGN | 21373ND | EACH | 34.00 | 34.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 1600 | GMSS TYPE D (REVISED: 8-7-15) | 21596ND | EACH | 9.00 | 9.000 | 12.000 | 12.000 | 300.00 | 3,600.00 | |||
| 1605 | REM SIGN BRIDGE MOUNT ATTACHMENT | 23639ED | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 1610 | BARCODE SIGN INVENTORY (REVISED: 8-7-15) | 24631EC | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 10.00 | 280.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0012 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1615 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,082,818.85 | 3,082,818.85 | |||
| 1620 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 925,100.00 | 0.00 | |||
| Project | DE04700651539 | Fed/State Project Number | NHPP IM 0654(048) | Category | 0013 TRAINEES | |||||||
| 1625 | TRAINEE PAYMENT REIMBURSEMENT 1-GROUP 1 OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.07 | 0.00 | |||
| 1630 | TRAINEE PAYMENT REIMBURSEMENT 1 - GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,300.000 | 1,300.000 | 1.07 | 1,391.00 | |||
| 1635 | TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 193.500 | 193.500 | 1.00 | 193.50 | |||
| 1640 | TRAINEE PAYMENT REIMBURSEMENT 1 - CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 520.500 | 520.500 | 1.00 | 520.50 | |||
| 1645 | TRAINEE PAYMENT REIMBURSEMENT 1-GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.07 | 1,498.00 | |||
| 1650 | TRAINEE PAYMENT REIMBURSEMENT 1 - GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 275.000 | 275.000 | 1.07 | 294.25 | |||
| 1655 | TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1660 | TRAINEE PAYMENT REIMBURSEMENT 1 - CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $34,817.41 |
$63,224,325.64 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1025-1-0I |
I BEAM, TYPE 4 | FT |
1,089.50 | 0007 | $181.860000 | $198,136.47 | ||||||
1025-1-1I |
I BEAM, TYPE 4 | FT |
45.50 | 0011 | $181.860000 | $8,274.63 | ||||||
1300-1-0I |
I BEAM, TYPE 4 | FT |
1,059.00 | 0011 | $179.740000 | $190,344.66 | ||||||
1135-1-0I |
I BEAM TYP 5 | FT |
4,275.00 | 0012 | $193.090000 | $825,459.75 | ||||||
1360-1-0I |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0014 | $5700.000000 | $17,100.00 | ||||||
1435-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0014 | $4334.370000 | $8,668.74 | ||||||
1220-1-0I |
BOX BEAM, CB | LF |
1,398.00 | 0015 | $166.860000 | $233,270.28 | ||||||
1355-2-0I |
STEEL REINUN 615GR60 | EACH |
21.00 | 0026 | $11186.710000 | $234,920.91 | ||||||
1355-1-0I |
STEEL REINUN 615GR60 | EACH |
21.00 | 0026 | $1062.770000 | $22,318.17 | ||||||
1425-1-0I |
R S CONDUIT | EACH |
124.00 | 0026 | $1505.250000 | $186,651.00 | ||||||
0285-2-0I |
FENCE, HARDWARE | LF |
83,939.00 | 0030 | $0.200000 | $16,787.80 | ||||||
0285-1-0I |
FENCE, WOVEN | LF |
83,939.00 | 0030 | $1.720000 | $144,375.08 | ||||||
1520-1-0I |
SIGN SHEET TY III | SQFT |
5,968.00 | 0031 | $10.490000 | $62,604.32 | ||||||
8000-1-0I |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0031 | $32898.040000 | $131,592.16 | ||||||
1120-1-0I |
STL REINEXCO 615GR60 | LB |
158,973.00 | 0055 | $0.490000 | $77,896.77 | ||||||
1180-1-0I |
PILES | LF |
815.00 | 0055 | $21.350000 | $17,400.25 | ||||||
1185-1-0I |
PILE POINTS | EACH |
27.00 | 0055 | $92.640000 | $2,501.28 | ||||||
1300-1-0A |
I BEAM, TYPE 4 | FT |
548.00 | 0016 | $179.740000 | $-98,497.52 | ||||||
1300-1-0A |
I BEAM, TYPE 4 | FT |
511.00 | 0017 | $179.740000 | $-91,847.14 | ||||||
1435-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0020 | $4334.370000 | $-8,668.74 | ||||||
1135-1-0A |
I BEAM TYP 5 | FT |
559.15 | 0022 | $193.090000 | $-107,966.27 | ||||||
1135-1-0A |
I BEAM TYP 5 | FT |
525.85 | 0024 | $193.090000 | $-101,536.38 | ||||||
1135-1-0A |
I BEAM TYP 5 | FT |
556.25 | 0028 | $193.090000 | $-107,406.31 | ||||||
1220-1-0A |
BOX BEAM, CB | LF |
464.40 | 0034 | $166.860000 | $-77,489.78 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
542.00 | 0038 | $10.490000 | $-5,685.58 | ||||||
1025-1-1A |
I BEAM, TYPE 4 | FT |
45.50 | 0040 | $181.860000 | $-8,274.63 | ||||||
1025-1-0A |
I BEAM, TYPE 4 | FT |
1,089.50 | 0040 | $181.860000 | $-198,136.47 | ||||||
8000-1-0A |
GRDRAIL ACCESSORIES | EACH |
2.00 | 0048 | $32898.040000 | $-65,796.08 | ||||||
1355-2-0A |
STEEL REINUN 615GR60 | EACH |
21.00 | 0049 | $11186.710000 | $-234,920.91 | ||||||
1355-1-0A |
STEEL REINUN 615GR60 | EACH |
21.00 | 0049 | $1062.770000 | $-22,318.17 | ||||||
1360-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0051 | $5700.000000 | $-17,100.00 | ||||||
1425-1-0A |
R S CONDUIT | EACH |
12.00 | 0051 | $1505.250000 | $-18,063.00 | ||||||
1425-1-0A |
R S CONDUIT | EACH |
112.00 | 0052 | $1505.250000 | $-168,588.00 | ||||||
1135-1-0A |
I BEAM TYP 5 | FT |
1,315.32 | 0054 | $193.090000 | $-253,975.14 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
9,238.00 | 0056 | $0.200000 | $-1,847.60 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
9,238.00 | 0056 | $1.720000 | $-15,889.36 | ||||||
1120-1-0A |
STL REINEXCO 615GR60 | LB |
154,808.87 | 0056 | $0.490000 | $-75,856.35 | ||||||
1180-1-0A |
PILES | LF |
378.28 | 0056 | $21.350000 | $-8,076.28 | ||||||
1185-1-0A |
PILE POINTS | EACH |
23.00 | 0056 | $92.640000 | $-2,130.72 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
12,357.00 | 0057 | $0.200000 | $-2,471.40 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
12,357.00 | 0057 | $1.720000 | $-21,254.04 | ||||||
1180-1-0A |
PILES | LF |
436.72 | 0057 | $21.350000 | $-9,323.97 | ||||||
1185-1-0A |
PILE POINTS | EACH |
4.00 | 0057 | $92.640000 | $-370.56 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
9,953.00 | 0058 | $0.200000 | $-1,990.60 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
9,953.00 | 0058 | $1.720000 | $-17,119.16 | ||||||
1120-1-0A |
STL REINEXCO 615GR60 | LB |
4,164.13 | 0058 | $0.490000 | $-2,040.42 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
2,040.70 | 0059 | $10.490000 | $-21,406.94 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
9,794.00 | 0063 | $0.200000 | $-1,958.80 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
9,794.00 | 0063 | $1.720000 | $-16,845.68 | ||||||
1220-1-0A |
BOX BEAM, CB | LF |
466.02 | 0063 | $166.860000 | $-77,760.10 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
716.00 | 0066 | $0.200000 | $-143.20 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
716.00 | 0066 | $1.720000 | $-1,231.52 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
5,365.00 | 0067 | $1.720000 | $-9,227.80 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
5,365.00 | 0067 | $0.200000 | $-1,073.00 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
20,177.00 | 0069 | $0.200000 | $-4,035.40 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
20,177.00 | 0069 | $1.720000 | $-34,704.44 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
3,100.00 | 0070 | $0.200000 | $-620.00 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
3,100.00 | 0070 | $1.720000 | $-5,332.00 | ||||||
1135-1-0A |
I BEAM TYP 5 | FT |
1,315.32 | 0072 | $193.090000 | $-253,975.14 | ||||||
1135-1-0A |
I BEAM TYP 5 | FT |
3.11 | 0073 | $193.090000 | $-600.51 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
1,337.80 | 0074 | $10.490000 | $-14,033.52 | ||||||
1220-1-0A |
BOX BEAM, CB | LF |
467.58 | 0075 | $166.860000 | $-78,020.40 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
477.30 | 0075 | $10.490000 | $-5,006.88 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
1,019.60 | 0076 | $10.490000 | $-10,695.60 | ||||||
0285-2-0A |
FENCE, HARDWARE | LF |
13,239.00 | 0078 | $0.200000 | $-2,647.80 | ||||||
0285-1-0A |
FENCE, WOVEN | LF |
13,239.00 | 0078 | $1.720000 | $-22,771.08 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
320.00 | 0078 | $10.490000 | $-3,356.80 | ||||||
8000-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0080 | $32898.040000 | $-32,898.04 | ||||||
1520-1-0A |
SIGN SHEET TY III | SQFT |
167.40 | 0081 | $10.490000 | $-1,756.03 | ||||||
| SUBTOT | $33,561.01 |
|||||||||||