|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/19/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131212 | Estimate Number | 0076 | Estimate Type FINAL | |||
| District Office | PADUCAH (01360) Oliver, Michael R. P.E | ||||||
| Contractor | JOHNSON BROS CORP SOUTHLAND CO | ADDR SN 0 VC Code KY0026061 | |||||
| 608 HENRIETTA CREEK ROAD | |||||||
| ROANOKE , TX , 76262 | |||||||
| Pay Period | 09/20/2019 TO 03/19/2020 | ||||||
| Date Approved | 06/05/2020 | ||||||
| Primary Proj Number | DE07900681312 | ||||||
| Project No. | FD52 079 0068 027-029, FD52 111 0068 000-001 | ||||||
| Primary County | MARSHALL | ||||||
| Name of Road | CADIZ-AURORA ROAD (US 68/KY 80) | ||||||
| Description | CADIZ-AURORA ROAD (US 68/KY 80) OVER KY LAKE | ||||||
| Date Let | 12/20/2013 | Formal Acceptance | 12/15/2017 | ||||
| Date Awarded | 02/10/2014 | Date Work Began | 04/16/2014 | ||||
| Date Contract Executed | 04/16/2014 | Open To Traffic | 12/27/2016 | ||||
| Date NTP Issued | 04/16/2014 | Actual Completion Date | 12/27/2016 | ||||
| Current Contract Amount | $139,587,272.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $131,501,214.28 |
Total Earnings | $138,834,514.21 |
$138,269,070.22 |
$565,443.99 |
|
| Percent Complete | 99.46 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $752,758.67 |
Gross Earnings | $138,834,514.21 |
$138,269,070.22 |
$565,443.99 |
|
| Total Change Orders | $8,086,058.60 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $138,834,514.21 |
$138,269,070.22 |
$565,443.99 |
|||
| Contract Id | 131212 | Change Order Summary |
County | MARSHALL | ||||||
| Estimate Nbr | 0076 | Project Number | FD52 079 0068 027-029, FD52 111 0068 000-001 | |||||||
| Contractor | JOHNSON BROS CORP SOUTHLAND CO | Period | 09/20/2019 TO 03/19/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Bearing Pads | Approved | 10/17/2014 | $260,725.82 | 0.0 | |||||
| 002 | Final Cleanup of 131305 | Approved | 03/25/2015 | $0.00 | 0.0 | |||||
| 003 | Construction Revision #1 Steel Safety Inspection Cable | Approved | 04/23/2015 | $321,752.84 | 0.0 | |||||
| 004 | EB Epoxy Steel too Long - 5/8 IN Wire - Concrete in EB Pile | Approved | 10/09/2015 | $132,147.21 | 0.0 | |||||
| 005 | Non Spec Material-Failing Bridge Paint Override | Approved | 09/24/2015 | $0.00 | 0.0 | |||||
| 006 | Liquidated Damages Override | Approved | 12/03/2015 | $0.00 | 0.0 | |||||
| 007 | Main Span Deck Change | Approved | 12/20/2016 | $-120,592.46 | 0.0 | |||||
| 008 | Claim Settlement | Approved | 12/27/2016 | $5,614,859.00 | 92.0 | |||||
| 009 | Construction Revision #1 | Approved | 05/08/2017 | $8,106.37 | 0.0 | |||||
| 010 | Construction Revision #2 | Approved | 12/21/2016 | $83,151.53 | 92.0 | |||||
| 011 | Electrical Items | Approved | 11/08/2017 | $199,003.17 | 0.0 | |||||
| 012 | Multi-Use Path Items | Approved | 03/08/2019 | $-4,546.74 | 0.0 | |||||
| 013 | Epoxy Urethane Waterproofing Overlay | Approved | 09/23/2019 | $1,591,451.86 | 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 | 131212 | COMMONWEALTH OF KENTUCKY |
County | MARSHALL | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07900681312 | |||||||
| Estimate Nbr | 0076 | Period | 09/20/2019 TO 03/19/2020 | |||||||
| Contractor | JOHNSON BROS CORP SOUTHLAND CO | |||||||||
| Project | DE07900681312 | Fed/State Project Number | FD52 079 0068 027-029 | Category | 0001 PAVING MARSHALL | |||||||
| 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 | |
| 0010 | DGA BASE | 00001 | TON | 11,274.00 | 11,274.000 | 10,522.040 | 10,522.040 | 20.00 | 210,440.80 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 419.00 | 419.000 | 582.230 | 582.230 | 32.00 | 18,631.36 | |||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 3,557.00 | 2,577.030 | 2,577.030 | 2,577.030 | 48.00 | 123,697.44 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 476.00 | 476.000 | 623.950 | 623.950 | 55.00 | 34,317.25 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 10,234.00 | 10,234.000 | 12,937.890 | 12,937.890 | 55.00 | 711,583.95 | |||
| 0060 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 868.00 | 868.000 | 1,207.350 | 1,207.350 | 70.00 | 84,514.50 | |||
| 0070 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,627.00 | 1,627.000 | 1,749.980 | 1,749.980 | 70.00 | 122,498.60 | |||
| 8006 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE07900681312 | Fed/State Project Number | FD52 079 0068 027-029 | Category | 0002 ROADWAY MARSHALL | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 444.00 | 77.320 | 77.320 | 77.320 | 43.00 | 3,324.76 | |||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 15.00 | 15.000 | 7.230 | 7.230 | 76.00 | 549.48 | |||
| 0100 | ASPHALT SEAL AGGREGATE | 00100 | TON | 50.00 | 50.000 | 59.860 | 59.860 | 107.00 | 6,405.02 | |||
| 0110 | ASPHALT SEAL COAT | 00103 | TON | 6.00 | 6.000 | 6.000 | 6.000 | 1,597.20 | 9,583.20 | |||
| 0120 | PERFORATED PIPE-4 IN | 01000 | LF | 3,920.00 | 3,920.000 | 2,627.000 | 2,627.000 | 6.75 | 17,732.25 | |||
| 0130 | PERFORATED PIPE-6 IN | 01001 | LF | 935.00 | 935.000 | 737.000 | 737.000 | 5.70 | 4,200.90 | |||
| 0140 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 277.00 | 277.000 | 165.000 | 165.000 | 15.60 | 2,574.00 | |||
| 0150 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 40.00 | 40.000 | 36.000 | 36.000 | 15.60 | 561.60 | |||
| 0160 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0170 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0180 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 870.00 | 6,960.00 | |||
| 0190 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0200 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0210 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 187.50 | 562.50 | |||
| 0220 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 53.00 | 53.000 | 45.000 | 45.000 | 6.00 | 270.00 | |||
| 0230 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 50.00 | 50.000 | 51.000 | 51.000 | 10.00 | 510.00 | |||
| 0240 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 97.00 | 97.000 | 88.000 | 88.000 | 10.00 | 880.00 | |||
| 0250 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0260 | REMOVE PAVEMENT REVISED: 12-13-13 | 02091 | SQYD | 1,950.00 | 1,950.000 | 1,950.000 | 1,950.000 | 5.50 | 10,725.00 | |||
| 0270 | TEMP DITCH | 02159 | LF | 3,255.00 | 3,255.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0280 | CLEAN TEMP DITCH | 02160 | LF | 9,765.00 | 9,765.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0290 | ROADWAY EXCAVATION REVISED: 12-13-13 | 02200 | CUYD | 31,099.00 | 31,099.000 | 31,099.000 | 31,099.000 | 10.00 | 310,990.00 | |||
| 0300 | SPECIAL EXCAVATION | 02204 | CUYD | 2,220.00 | 2,220.000 | 2,220.000 | 2,220.000 | 24.00 | 53,280.00 | |||
| 0310 | RESHAPING AND COMPACTING | 02241 | LF | 1,638.00 | 1,638.000 | 1,631.000 | 1,631.000 | 9.00 | 14,679.00 | |||
| 0320 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0330 | REMOVE GUARDRAIL | 02381 | LF | 3,553.00 | 3,553.000 | 3,553.000 | 3,553.000 | 2.50 | 8,882.50 | |||
| 0340 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 80.00 | 240.00 | |||
| 0350 | R/W MARKER RURAL TYPE 3 | 02436 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 120.00 | 840.00 | |||
| 0360 | CHANNEL LINING CLASS II | 02483 | TON | 33.00 | 33.000 | 99.000 | 99.000 | 27.50 | 2,722.50 | |||
| 0370 | CLEARING AND GRUBBING (APPROXIMATELY 1.5 ACRES IN MARSHALL C | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0380 | TEMPORARY SIGNS (FOR TRAFFIC MAINTENANCE) | 02562 | SQFT | 606.00 | 606.000 | 606.000 | 606.000 | 18.00 | 10,908.00 | |||
| 0390 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0400 | EDGE KEY | 02585 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 35.00 | 6,300.00 | |||
| 0410 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 6,721.00 | 6,721.000 | 6,300.000 | 6,300.000 | 2.40 | 15,120.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 4,551.00 | 4,551.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0430 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,514.00 | 1,514.000 | 1,514.000 | 1,514.000 | 2.00 | 3,028.00 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC (MARSHALL COUNTY) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0450 | PRECAST VEHICLE STOP | 02673 | LF | 172.00 | 172.000 | 172.000 | 172.000 | 52.00 | 8,944.00 | |||
| 0460 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 4,564.00 | 4,564.000 | 8,721.000 | 8,721.000 | 1.35 | 11,773.35 | |||
| 0470 | TEMP SILT FENCE | 02701 | LF | 3,255.00 | 500.000 | 500.000 | 500.000 | 3.00 | 1,500.00 | |||
| 0480 | SILT TRAP TYPE A | 02703 | EACH | 19.00 | 0.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0490 | SILT TRAP TYPE B | 02704 | EACH | 19.00 | 4.000 | 4.000 | 4.000 | 380.00 | 1,520.00 | |||
| 0500 | SILT TRAP TYPE C | 02705 | EACH | 19.00 | 0.000 | 0.000 | 0.000 | 455.00 | 0.00 | |||
| 0510 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 57.00 | 0.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0520 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 57.00 | 0.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0530 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 57.00 | 0.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0540 | CLEAN TEMP SILT FENCE | 02709 | LF | 9,765.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0550 | STAKING (MARSHALL COUNTY) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
| 0560 | REMOVE STRUCTURE (EGGNER FERRY BRIDGE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000,000.00 | 2,000,000.00 | |||
| 0570 | MASONRY COATING | 02998 | SQYD | 1,092.00 | 1,092.000 | 1,113.303 | 1,113.303 | 7.50 | 8,349.77 | |||
| 0580 | CONC MEDIAN BARRIER TYPE 9C1 | 03144 | LF | 1,776.00 | 1,776.000 | 1,810.250 | 1,810.250 | 62.00 | 112,235.50 | |||
| 0590 | EROSION CONTROL BLANKET | 05950 | SQYD | 935.00 | 935.000 | 6,300.000 | 6,300.000 | 1.40 | 8,820.00 | |||
| 0600 | TEMP MULCH | 05952 | SQYD | 94,703.00 | 94,703.000 | 3,798.000 | 3,798.000 | 0.30 | 1,139.40 | |||
| 0610 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 9,470.00 | 9,470.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0620 | TOPDRESSING FERTILIZER | 05966 | TON | 12.00 | 12.000 | 2.160 | 2.160 | 850.00 | 1,836.00 | |||
| 0630 | SEEDING AND PROTECTION | 05985 | SQYD | 94,703.00 | 94,703.000 | 73,391.255 | 73,391.255 | 0.50 | 36,695.62 | |||
| 0640 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 133,033.00 | 3,798.000 | 3,798.000 | 3,798.000 | 0.15 | 569.70 | |||
| 0650 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,057.00 | 20,057.000 | 71,509.000 | 71,509.000 | 0.25 | 17,877.25 | |||
| 0660 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 24,659.00 | 24,659.000 | 55,361.000 | 55,361.000 | 0.30 | 16,608.30 | |||
| 0670 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,238.00 | 5,238.000 | 324.000 | 324.000 | 2.00 | 648.00 | |||
| 0680 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 6,999.00 | 6,999.000 | 2,414.000 | 2,414.000 | 2.00 | 4,828.00 | |||
| 0690 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 13.000 | 13.000 | 125.00 | 1,625.00 | |||
| 0700 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0710 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 58.00 | 58.000 | 62.000 | 62.000 | 35.00 | 2,170.00 | |||
| 0720 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 93.00 | 93.000 | 92.000 | 92.000 | 35.00 | 3,220.00 | |||
| 0730 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 11,316.00 | 11,316.000 | 15,609.780 | 15,609.780 | 30.00 | 468,293.40 | |||
| 0740 | FUEL ADJUSTMENT | 10020NS | DOLL | 72,080.00 | 72,080.000 | -923.370 | -200,715.500 | -201,638.870 | 1.00 | -923.37 | -201,638.87 | |
| 0750 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 100,825.00 | 100,825.000 | -949.740 | -190,196.800 | -191,146.540 | 1.00 | -949.74 | -191,146.54 | |
| 0760 | GUARDRAIL STEEL W BEAM-S FACE CR | 20060ES719 | LF | 3,763.00 | 3,763.000 | 4,000.500 | 4,000.500 | 19.50 | 78,009.75 | |||
| 0770 | GUARDRAIL TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 80.00 | 240.00 | |||
| 0780 | PAVE MARK HANDICAP SYMBOL | 20206EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0790 | GUARDRAIL END TREATMENT TY 2A-CR | 20285ES719 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0800 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 2,800.00 | 14,000.00 | |||
| 0810 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 250,000.00 | 250,000.00 | |||
| 0820 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 510.00 | 510.000 | 0.000 | 0.000 | 7.85 | 0.00 | |||
| 0830 | DECORATIVE HANDRAIL (STEEL POWDER COATED FINISH) | 23143EN | LF | 1,280.00 | 1,280.000 | 1,280.000 | 1,280.000 | 85.00 | 108,800.00 | |||
| 0840 | GUARDRAIL CONN TO BR END TY A-1 CR | 23162EN | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0850 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 912.00 | 0.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0860 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 29,970.00 | 0.00 | |||
| 0870 | WEB CAMERA CONST MONITORING SYSTEM | 23912EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0880 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 29,110.00 | 29,110.00 | |||
| 0890 | HELPER BOAT | 24620EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,900,000.00 | 8,900,000.00 | |||
| 0900 | PROJECT INSPECTION BOAT | 24626EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0910 | GUARDRAIL TERMINAL SECT NO.3 CR | 24636EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 225.00 | 450.00 | |||
| 0920 | GUARDRAIL STEEL W BEAM-D FACE CR | 24637EC | LF | 694.00 | 694.000 | 694.000 | 694.000 | 31.00 | 21,514.00 | |||
| 0930 | REMOVABLE BOLLARD | 30000 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,950.00 | 5,900.00 | |||
| 8015 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 0.00 | 250.000 | 3,092.160 | 3,092.160 | 40.78 | 126,098.28 | |||
| Project | DE07900681312 | Fed/State Project Number | FD52 079 0068 027-029 | Category | 0003 DRAINAGE MARSHALL | |||||||
| 0940 | ENTRANCE PIPE-15 IN | 00440 | LF | 65.00 | 65.000 | 40.000 | 40.000 | 27.40 | 1,096.00 | |||
| 0950 | STORM SEWER PIPE-15 IN | 00521 | LF | 189.00 | 189.000 | 227.000 | 227.000 | 40.00 | 9,080.00 | |||
| 0960 | STORM SEWER PIPE-18 IN | 00522 | LF | 289.00 | 289.000 | 255.000 | 255.000 | 44.00 | 11,220.00 | |||
| 0970 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,591.00 | 0.00 | |||
| 0980 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,610.00 | 3,220.00 | |||
| 0990 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,575.00 | 5,150.00 | |||
| 1000 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,303.00 | 6,303.00 | |||
| 1010 | CONC MED BARR BOX INLET TY 9B1 | 01621 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,575.00 | 25,150.00 | |||
| 1020 | CONCRETE-CLASS A (FOR END ANCHORS) | 08100 | CUYD | 2.82 | 0.000 | 0.000 | 0.000 | 628.00 | 0.00 | |||
| 1030 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,465.00 | 2,465.00 | |||
| Project | DE07900681312 | Fed/State Project Number | FD52 079 0068 027-029 | Category | 0004 BRIDGE - WEST APPROACH | |||||||
| 1040 | STRUCTURE GRANULAR BACKFILL REVISED: 12-13-13 | 02231 | CUYD | 1,143.00 | 1,143.000 | 1,143.000 | 1,143.000 | 44.58 | 50,954.94 | |||
| 1050 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 328.00 | 328.000 | 328.000 | 328.000 | 6.40 | 2,099.20 | |||
| 1060 | MASONRY COATING REVISED: 12-13-13 | 02998 | SQYD | 6,588.00 | 6,588.000 | 6,588.000 | 6,588.000 | 8.75 | 57,645.00 | |||
| 1070 | STRUCTURE EXCAVATION-COMMON REVISED: 12-13-13 | 08001 | CUYD | 1,887.00 | 1,887.000 | 1,887.000 | 1,887.000 | 55.00 | 103,785.00 | |||
| 1080 | TEST PILES (INSTALL 30 IN PIPE PILE - 1 IN) | 08033 | LF | 459.00 | 459.000 | 459.000 | 459.000 | 50.00 | 22,950.00 | |||
| 1090 | TEST PILES (INSTALL 72 IN PIPE PILE - 2 IN) | 08033 | LF | 448.00 | 375.470 | 375.470 | 375.470 | 175.00 | 65,707.25 | |||
| 1100 | TEST PILES (FURNISH 30 IN PIPE PILE - 1 IN) | 08033 | LF | 468.00 | 468.000 | 468.000 | 468.000 | 375.00 | 175,500.00 | |||
| 1110 | TEST PILES (FURNISH 72 IN PIPE PILE - 2 IN) | 08033 | LF | 516.00 | 516.000 | 516.000 | 516.000 | 1,500.00 | 774,000.00 | |||
| 1120 | CONCRETE-CLASS A REVISED: 11-26-13 | 08100 | CUYD | 2,078.00 | 2,078.000 | 2,078.000 | 2,078.000 | 700.00 | 1,454,600.00 | |||
| 1130 | CONCRETE-CLASS A MOD | 08101 | CUYD | 258.00 | 508.000 | 508.000 | 508.000 | 200.00 | 101,600.00 | |||
| 1140 | CONCRETE-CLASS AA REVISED: 11-26-13 REVISED: 12-13-13 | 08104 | CUYD | 3,968.00 | 3,968.000 | 3,968.000 | 3,968.000 | 500.00 | 1,984,000.00 | |||
| 1150 | STEEL REINFORCEMENT REVISED: 12-13-13 | 08150 | LB | 548,025.00 | 548,025.000 | 548,025.000 | 548,025.000 | 1.20 | 657,630.00 | |||
| 1160 | STEEL REINFORCEMENT-EPOXY COATED REVISED: 12-13-13 | 08151 | LB | 1,272,721.00 | 1,272,721.000 | 1,272,721.000 | 1,272,721.000 | 1.20 | 1,527,265.20 | |||
| 1170 | STRUCTURAL STEEL (APPROACH SPANS, APPROXIMATELY 9,082,6 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,500,000.00 | 18,500,000.00 | |||
| 1180 | SHEAR CONNECTORS (APPROXIMATELY 22,604 LBS) REVISED: 11 | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 1190 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 87,000.00 | 87,000.00 | |||
| 1200 | APPROACH SLAB | 08500 | SQYD | 204.00 | 204.000 | 204.000 | 204.000 | 150.00 | 30,600.00 | |||
| 1210 | DRAIN PIPE-6 IN (FIBERGLASS) | 08820 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 260.00 | 52,000.00 | |||
| 1220 | DRAIN ASSEMBLY | 20154ND | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 1,500.00 | 24,000.00 | |||
| 1230 | DYNAMIC PILE TESTING (ON LAND - INITIAL) | 23233EC | EACH | 5.00 | 3.000 | 3.000 | 3.000 | 6,500.00 | 19,500.00 | |||
| 1240 | DYNAMIC PILE TESTING (ON WATER - INITIAL) | 23233EC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 15,000.00 | 135,000.00 | |||
| 1250 | DYNAMIC PILE TESTING (ON WATER - RESTRIKE) | 23233EC | EACH | 15.00 | 12.000 | 12.000 | 12.000 | 7,500.00 | 90,000.00 | |||
| 1260 | DYNAMIC PILE TESTING (ON LAND - RESTRIKE) | 23233EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,800.00 | 28,000.00 | |||
| 1270 | PEDESTRIAN RAIL REVISED: 12-13-13 | 23538EC | LF | 1,449.00 | 1,449.000 | 1,449.000 | 1,449.000 | 100.00 | 144,900.00 | |||
| 1280 | FINGER EXPANSION JOINT | 23859EC | LF | 74.00 | 74.000 | 74.000 | 74.000 | 2,600.00 | 192,400.00 | |||
| 1290 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 79,000.00 | 79,000.00 | |||
| 1300 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 2,880.00 | 2,880.000 | 2,880.000 | 2,880.000 | 80.00 | 230,400.00 | |||
| 1310 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1320 | HSS BARRIER RAIL - 3 RAIL | 24606ED | LF | 1,429.00 | 1,429.000 | 1,429.000 | 1,429.000 | 115.00 | 164,335.00 | |||
| 1330 | HSS BARRIER RAIL - 1 RAIL ADDED: 12-6-13 REVISED: 12-13-13 | 24607ED | LF | 2,709.00 | 2,709.000 | 2,709.000 | 2,709.000 | 85.00 | 230,265.00 | |||
| 1340 | SEISMIC DAMPERS (BENT ENDS) | 24611EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 45,000.00 | 270,000.00 | |||
| 1350 | SEISMIC DAMPERS (PIERS 4 & 5) | 24611EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 45,000.00 | 270,000.00 | |||
| 1360 | DISK EXPANSION BEARING | 24614EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 22,000.00 | 264,000.00 | |||
| 1370 | PATH DELINEATION LIGHTING | 24616EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 275,000.00 | 275,000.00 | |||
| 1380 | INSTALL (AT&T DUCTBANK) | 24617EC | LF | 1,407.00 | 1,407.000 | 1,492.000 | 1,492.000 | 119.00 | 177,548.00 | |||
| 1390 | PIPE PILES (INSTALL 72 IN PIPE PILE - 2 IN) | 24618EC | LF | 836.00 | 836.000 | 749.020 | 749.020 | 130.00 | 97,372.60 | |||
| 1400 | PIPE PILES (FURNISH 30 IN PIPE PILE - 1 IN) | 24618EC | LF | 3,393.00 | 3,393.000 | 3,393.000 | 3,393.000 | 370.00 | 1,255,410.00 | |||
| 1410 | PIPE PILES (INSTALL 30 IN PIPE PILE - 1 IN) | 24618EC | LF | 3,585.00 | 3,585.000 | 3,158.930 | 3,158.930 | 30.00 | 94,767.90 | |||
| 1420 | PIPE PILES (FURNISH 72 IN PIPE PILE - 2 IN) | 24618EC | LF | 909.00 | 909.000 | 909.000 | 909.000 | 1,500.00 | 1,363,500.00 | |||
| 1430 | SPLICE PILES (30 IN PIPE PILE - 1 IN) | 24619EC | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1440 | SPLICE PILES (72 IN PIPE PILE - 2 IN) | 24619EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 1450 | OPEN END INSIDE FIT CUTTING SHOE (30 IN - 1 IN) | 24627EC | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 2,225.00 | 62,300.00 | |||
| 1460 | OPEN END INSIDE FIT CUTTING SHOE (72 IN - 2 IN) | 24627EC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 6,600.00 | 59,400.00 | |||
| 1470 | PILE CONSTRICTOR PLATE (72 IN - 2 IN) | 24628EC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 50,000.00 | 450,000.00 | |||
| 1480 | DECORATIVE FENCE PANEL | 24629EC | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 1,305.00 | 22,185.00 | |||
| 8004 | EW~ End Bent 1 - Additional Work | 10098NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 4,164.65 | 4,164.65 | |||
| 8011 | EW~ Additional Electrical Work | 10098NX | DOLL | 0.00 | 42,731.720 | 42,731.720 | 42,731.720 | 1.00 | 42,731.72 | |||
| Project | DE07900681312 | Fed/State Project Number | FD52 079 0068 027-029 | Category | 0005 BRIDGE - MAIN SPAN | |||||||
| 1490 | MASONRY COATING REVISED: 11-26-13 | 02998 | SQYD | 5,369.00 | 5,369.000 | 5,369.000 | 5,369.000 | 8.75 | 46,978.75 | |||
| 1500 | TEST PILES (FURNISH 72 IN PIPE PILE - 2 IN) | 08033 | LF | 760.00 | 760.000 | 760.000 | 760.000 | 1,500.00 | 1,140,000.00 | |||
| 1510 | TEST PILES (INSTALL 72 IN PIPE PILE - 2 IN) | 08033 | LF | 468.00 | 468.000 | 36.000 | 335.310 | 371.310 | 200.00 | 7,200.00 | 74,262.00 | |
| 1520 | CONCRETE-CLASS A | 08100 | CUYD | 7,174.00 | 7,174.000 | 7,174.000 | 7,174.000 | 500.00 | 3,587,000.00 | |||
| 1530 | CONCRETE-CLASS A MOD (PIPE PILE INFILL) | 08101 | CUYD | 2,066.00 | 2,066.000 | 2,066.000 | 2,066.000 | 200.00 | 413,200.00 | |||
| 1540 | CONCRETE-CLASS AA REVISED: 11-26-13 | 08104 | CUYD | 1,119.00 | 1,119.000 | 1,119.000 | 1,119.000 | 615.12 | 688,319.28 | |||
| 1550 | STEEL REINFORCEMENT | 08150 | LB | 1,463,804.00 | 1,463,804.000 | 1,464,604.000 | 1,464,604.000 | 1.40 | 2,050,445.60 | |||
| 1560 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 458,567.00 | 458,567.000 | 458,567.000 | 458,567.000 | 1.20 | 550,280.40 | |||
| 1570 | STRUCTURAL STEEL (ARCH SPAN, APPROXIMATELY 4,741,044 LB | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,300,000.00 | 15,300,000.00 | |||
| 1580 | SHEAR CONNECTORS (APPROXIMATELY 32,503 LBS.) REVISED: | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 207,000.00 | 207,000.00 | |||
| 1590 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 365,000.00 | 365,000.00 | |||
| 1600 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 180.00 | 0.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 1610 | PAINT CLEARANCE GAUGES | 08752 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 1620 | DRAIN PIPE-6 IN (FIBERGLASS) | 08820 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 550.00 | 19,800.00 | |||
| 1630 | DRAIN ASSEMBLY | 20154ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,500.00 | 15,000.00 | |||
| 1640 | DYNAMIC PILE TESTING (ON WATER - INITIAL) | 23233EC | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 15,000.00 | 60,000.00 | |||
| 1650 | DYNAMIC PILE TESTING (ON WATER - RESTRIKE) | 23233EC | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 7,500.00 | 105,000.00 | |||
| 1660 | PEDESTRIAN RAIL REVISED: 11-26-13 | 23538EC | LF | 550.00 | 550.000 | 550.000 | 550.000 | 102.00 | 56,100.00 | |||
| 1670 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 1680 | STEEL REINFORCEMENT STAINLESS STEEL REVISED: 11-26-13 REVISED: 12-6-13 | 24112EC | LB | 283,401.00 | 283,401.000 | 283,401.000 | 283,401.000 | 4.00 | 1,133,604.00 | |||
| 1690 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 1,108.00 | 1,108.000 | 1,108.000 | 1,108.000 | 133.00 | 147,364.00 | |||
| 1700 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 1710 | HSS BARRIER RAIL - 3 RAIL | 24606ED | LF | 550.00 | 550.000 | 550.000 | 550.000 | 120.00 | 66,000.00 | |||
| 1720 | HSS BARRIER RAIL - 1 RAIL ADDED: 12-6-13 | 24607ED | LF | 550.00 | 550.000 | 550.000 | 550.000 | 85.00 | 46,750.00 | |||
| 1730 | BRIDGE STRAND HANGER-FABRICATE & INSTALL (APPROXIMATE LENGTH - 5,440 LF) | 24608EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,700,000.00 | 1,700,000.00 | |||
| 1740 | MODULAR EXPANSION JOINT REVISED: 11-26-13 | 24610EC | LF | 148.00 | 148.000 | 148.000 | 148.000 | 6,000.00 | 888,000.00 | |||
| 1750 | SEISMIC ISOLATION BEARING - TYPE A | 24612EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 45,000.00 | 180,000.00 | |||
| 1760 | SEISMIC ISOLATION BEARING - TYPE B | 24613EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 40,000.00 | 80,000.00 | |||
| 1770 | ARCH FEATURE LIGHTING | 24615EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 309,000.00 | 309,000.00 | |||
| 1780 | PATH DELINEATION LIGHTING | 24616EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 156,000.00 | 156,000.00 | |||
| 1790 | INSTALL (AT&T DUCTBANK) | 24617EC | LF | 556.00 | 556.000 | 556.000 | 556.000 | 140.00 | 77,840.00 | |||
| 1800 | PIPE PILES (INSTALL 72 IN PIPE PILE -2 IN) REVI | 24618EC | LF | 2,368.00 | 2,368.000 | 216.000 | 2,048.450 | 2,264.450 | 180.00 | 38,880.00 | 407,601.00 | |
| 1810 | PIPE PILES (FURNISH 72 IN PIPE PILES - 2 IN) | 24618EC | LF | 4,080.00 | 4,080.000 | 4,080.000 | 4,080.000 | 1,500.00 | 6,120,000.00 | |||
| 1820 | SPLICE PILES (72 IN PIPE - 2 IN) REVISED: 12-6-13 | 24619EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 1830 | OPEN END INSIDE FIT CUTTING SHOE (72 IN - 2 IN) | 24627EC | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 7,500.00 | 210,000.00 | |||
| 1840 | PILE CONSTRICTOR PLATE (72 IN - 2 IN) | 24628EC | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 45,000.00 | 1,260,000.00 | |||
| 1850 | DECORATIVE FENCE PANEL | 24629EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,300.00 | 9,100.00 | |||
| 8002 | STRUCTURAL STEEL Construction Revision #1 | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 321,752.84 | 321,752.84 | |||
| 8003 | STRUCTURAL STEEL STAINLESS STEEL WIRE ROPE 5/8 IN | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,982.56 | 35,982.56 | |||
| 8005 | NON-SPEC MATERIAL Failing Bridge Paint | 10070NS | DOLL | 0.00 | 0.001 | -21,605.580 | -21,605.580 | 1.00 | -21,605.58 | |||
| 8007 | EW~ Concrete and Diamond Grinding | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 54,907.54 | 54,907.54 | |||
| 8009 | EW~ Construction Revision #1 | 10098NX | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 8,106.37 | 0.00 | |||
| 8010 | EW~ Construction Revision #2 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 83,151.53 | 83,151.53 | |||
| 8012 | EW~ Additional Electrical Work | 10098NX | DOLL | 0.00 | 68,246.990 | 68,246.990 | 68,246.990 | 1.00 | 68,246.99 | |||
| 8014 | HANDRAIL-METAL | 08256 | LF | 0.00 | 160.000 | 160.000 | 160.000 | 219.36 | 35,097.73 | |||
| 8016 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 0.00 | 223,394.348 | 223,394.348 | 223,394.348 | 5.09 | 1,138,408.66 | |||
| 8017 | MODULAR EXPANSION JOINT | 24610EC | LF | 0.00 | 148.000 | 148.000 | 148.000 | 1,956.32 | 289,535.99 | |||
| 8018 | BLAST CLEANING | 08549 | SQYD | 0.00 | 28,386.667 | 28,386.667 | 28,386.667 | 5.76 | 163,507.20 | |||
| Project | DE07900681312 | Fed/State Project Number | FD52 079 0068 027-029 | Category | 0006 MOBILIZATION & DEMOBILIZATION | |||||||
| 1860 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500,000.00 | 5,500,000.00 | |||
| 1870 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 2,000,000.00 | 500,000.00 | 2,000,000.00 | |
| SUBTOT | $544,206.89 |
$93,614,383.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE11100681312 | Fed/State Project Number | FD52 111 0068 000-001 | Category | 0001 PAVING TRIGG | |||||||
| 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 | |
| 0010 | DGA BASE | 00001 | TON | 10,395.00 | 10,395.000 | 7,123.460 | 7,123.460 | 20.00 | 142,469.20 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 575.00 | 575.000 | 579.960 | 579.960 | 32.00 | 18,558.72 | |||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 3,651.00 | 3,651.000 | 691.230 | 691.230 | 48.00 | 33,179.04 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 217.00 | 217.000 | 159.820 | 159.820 | 55.00 | 8,790.10 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,557.00 | 9,557.000 | 11,075.340 | 11,075.340 | 55.00 | 609,143.70 | |||
| 0060 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 1,284.00 | 1,284.000 | 717.570 | 717.570 | 70.00 | 50,229.90 | |||
| 0070 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,523.00 | 1,523.000 | 2,249.000 | 2,249.000 | 70.00 | 157,430.00 | |||
| 8006 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE11100681312 | Fed/State Project Number | FD52 111 0068 000-001 | Category | 0002 ROADWAY TRIGG | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 535.00 | 535.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0100 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.00 | 22.000 | 24.990 | 24.990 | 107.00 | 2,673.93 | |||
| 0110 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 3.000 | 3.000 | 1,597.20 | 4,791.60 | |||
| 0120 | PERFORATED PIPE-4 IN | 01000 | LF | 3,559.00 | 3,559.000 | 1,038.000 | 1,038.000 | 6.75 | 7,006.50 | |||
| 0130 | PERFORATED PIPE-6 IN | 01001 | LF | 1,380.00 | 1,380.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| 0140 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 248.00 | 248.000 | 40.000 | 40.000 | 15.60 | 624.00 | |||
| 0150 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 15.60 | 0.00 | |||
| 0160 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 870.00 | 0.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0180 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0190 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0200 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0210 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 187.50 | 0.00 | |||
| 0220 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 6.00 | 174.00 | |||
| 0230 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 36.00 | 36.000 | 33.000 | 33.000 | 10.00 | 330.00 | |||
| 0240 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0250 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0260 | REMOVE PAVEMENT | 02091 | SQYD | 782.00 | 782.000 | 782.000 | 782.000 | 5.50 | 4,301.00 | |||
| 0270 | TEMP DITCH | 02159 | LF | 2,630.00 | 2,630.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0280 | CLEAN TEMP DITCH | 02160 | LF | 7,890.00 | 7,890.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0290 | ROADWAY EXCAVATION | 02200 | CUYD | 16,289.00 | 16,289.000 | 16,289.000 | 16,289.000 | 10.00 | 162,890.00 | |||
| 0300 | SPECIAL EXCAVATION | 02204 | CUYD | 1,754.00 | 1,754.000 | 1,754.000 | 1,754.000 | 24.00 | 42,096.00 | |||
| 0310 | RESHAPING AND COMPACTING | 02241 | LF | 948.00 | 948.000 | 942.000 | 942.000 | 9.00 | 8,478.00 | |||
| 0320 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0330 | REMOVE GUARDRAIL | 02381 | LF | 3,506.00 | 3,506.000 | 3,506.000 | 3,506.000 | 2.50 | 8,765.00 | |||
| 0340 | CHANNEL LINING CLASS II | 02483 | TON | 65.00 | 65.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0350 | TEMPORARY SIGNS (FOR TRAFFIC MAINTENANCE) | 02562 | SQFT | 561.00 | 561.000 | 561.000 | 561.000 | 18.00 | 10,098.00 | |||
| 0360 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 189.000 | 189.000 | 35.00 | 6,615.00 | |||
| 0370 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 5,520.00 | 5,520.000 | 3,400.000 | 3,400.000 | 2.40 | 8,160.00 | |||
| 0380 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,501.00 | 5,501.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0390 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 368.00 | 368.000 | 368.000 | 368.000 | 2.00 | 736.00 | |||
| 0400 | MAINTAIN & CONTROL TRAFFIC (TRIGG COUNTY) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0410 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 1,996.00 | 1,996.000 | 11,370.000 | 11,370.000 | 1.35 | 15,349.50 | |||
| 0420 | TEMP SILT FENCE | 02701 | LF | 2,630.00 | 2,630.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0430 | SILT TRAP TYPE A | 02703 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0440 | SILT TRAP TYPE B | 02704 | EACH | 14.00 | 14.000 | 7.000 | 7.000 | 380.00 | 2,660.00 | |||
| 0450 | SILT TRAP TYPE C | 02705 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 455.00 | 0.00 | |||
| 0460 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0470 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0480 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0490 | CLEAN TEMP SILT FENCE | 02709 | LF | 7,890.00 | 7,890.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0500 | STAKING (TRIGG COUNTY) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
| 0510 | MASONRY COATING | 02998 | SQYD | 1,081.00 | 1,081.000 | 1,081.000 | 1,081.000 | 7.50 | 8,107.50 | |||
| 0520 | CONC MEDIAN BARRIER TYPE 9C1 | 03144 | LF | 1,567.00 | 1,567.000 | 1,567.000 | 1,567.000 | 62.00 | 97,154.00 | |||
| 0530 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,599.00 | 1,599.000 | 4,899.990 | 4,899.990 | 1.40 | 6,859.98 | |||
| 0540 | TEMP MULCH | 05952 | SQYD | 75,957.00 | 75,957.000 | 4,578.880 | 4,578.880 | 0.30 | 1,373.66 | |||
| 0550 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,873.00 | 6,873.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0560 | TOPDRESSING FERTILIZER | 05966 | TON | 6.00 | 6.000 | 2.160 | 2.160 | 850.00 | 1,836.00 | |||
| 0570 | SEEDING AND PROTECTION | 05985 | SQYD | 68,729.00 | 68,729.000 | 52,841.370 | 52,841.370 | 0.50 | 26,420.68 | |||
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 37,628.00 | 37,628.000 | 5,678.870 | 5,678.870 | 0.15 | 851.83 | |||
| 0590 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 18,793.00 | 18,793.000 | 70,479.000 | 70,479.000 | 0.25 | 17,619.75 | |||
| 0600 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 19,203.00 | 19,203.000 | 34,922.000 | 34,922.000 | 0.30 | 10,476.60 | |||
| 0610 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,534.00 | 3,534.000 | 264.000 | 264.000 | 2.00 | 528.00 | |||
| 0620 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,209.00 | 5,209.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0630 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 61.00 | 61.000 | 49.000 | 49.000 | 35.00 | 1,715.00 | |||
| 0640 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 80.00 | 80.000 | 117.000 | 117.000 | 35.00 | 4,095.00 | |||
| 0650 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 7,953.00 | 7,953.000 | 9,904.680 | 9,904.680 | 30.00 | 297,140.40 | |||
| 0660 | GUARDRAIL STEEL W BEAM-S FACE CR | 20060ES719 | LF | 1,709.00 | 1,709.000 | 2,384.000 | 2,384.000 | 19.50 | 46,488.00 | |||
| 0670 | GUARDRAIL TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 80.00 | 400.00 | |||
| 0680 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0690 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 7.85 | 0.00 | |||
| 0700 | DECORATIVE HANDRAIL (STEEL POWDER COATED FINISH) | 23143EN | LF | 697.00 | 697.000 | 697.000 | 697.000 | 85.00 | 59,245.00 | |||
| 0710 | GUARDRAIL CONN TO BR END TY A-1 CR | 23162EN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0720 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 166.00 | 166.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0730 | G/R END TREATMENT TY 1-CR | 23651ES719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0740 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 29,110.00 | 29,110.00 | |||
| 0750 | GUARDRAIL TERMINAL SECT NO.3 CR | 24636EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0760 | GUARDRAIL STEEL W BEAM-D FACE CR | 24637EC | LF | 2,074.00 | 2,074.000 | 1,114.000 | 1,114.000 | 31.00 | 34,534.00 | |||
| 0770 | REMOVABLE BOLLARD | 30000 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 2,950.00 | 17,700.00 | |||
| 8009 | EW~ Multi-Use Patch Work - East Side | 10098NX | DOLL | 0.00 | 230,232.020 | 230,232.020 | 230,232.020 | 1.00 | 230,232.02 | |||
| Project | DE11100681312 | Fed/State Project Number | FD52 111 0068 000-001 | Category | 0003 DRAINAGE TRIGG | |||||||
| 0780 | ENTRANCE PIPE-24 IN | 00443 | LF | 130.00 | 130.000 | 40.000 | 40.000 | 38.00 | 1,520.00 | |||
| 0790 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,172.00 | 4,344.00 | |||
| 0800 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,345.00 | 6,345.00 | |||
| Project | DE11100681312 | Fed/State Project Number | FD52 111 0068 000-001 | Category | 0004 BRIDGE - EAST APPROACH TRIGG | |||||||
| 0810 | STRUCTURE GRANULAR BACKFILL REVISED: 12-13-13 | 02231 | CUYD | 1,143.00 | 1,143.000 | 1,143.000 | 1,143.000 | 45.00 | 51,435.00 | |||
| 0820 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 328.00 | 328.000 | 328.000 | 328.000 | 7.00 | 2,296.00 | |||
| 0830 | MASONRY COATING REVISED: 12-13-13 | 02998 | SQYD | 7,946.00 | 7,946.000 | 7,946.000 | 7,946.000 | 8.75 | 69,527.50 | |||
| 0840 | STRUCTURE EXCAVATION-COMMON REVISED: 12-13-13 | 08001 | CUYD | 1,718.00 | 1,718.000 | 1,718.000 | 1,718.000 | 55.00 | 94,490.00 | |||
| 0850 | TEST PILES (FURNISH - 30 IN PIPE - 1 IN) | 08033 | LF | 441.00 | 441.000 | 441.000 | 441.000 | 375.00 | 165,375.00 | |||
| 0860 | TEST PILES (INSTALL - 30 IN PIPE - 1 IN) | 08033 | LF | 435.00 | 435.000 | -61.050 | 435.000 | 373.950 | 50.00 | -3,052.50 | 18,697.50 | |
| 0870 | TEST PILES (FURNISH 72 IN PIPE PILE - 2 IN) (REV | 08033 | LF | 914.00 | 914.000 | 914.000 | 914.000 | 1,500.00 | 1,371,000.00 | |||
| 0880 | TEST PILES (INSTALL - 72 IN - 2 IN) | 08033 | LF | 706.00 | 706.000 | 38.200 | 559.610 | 597.810 | 175.00 | 6,685.00 | 104,616.75 | |
| 0890 | CONCRETE-CLASS A REVISED: 11-26-13 | 08100 | CUYD | 2,811.00 | 2,811.000 | 2,811.000 | 2,811.000 | 675.00 | 1,897,425.00 | |||
| 0900 | CONCRETE-CLASS A MOD (PIPE PILE INFILL) | 08101 | CUYD | 627.00 | 837.000 | 837.000 | 837.000 | 200.00 | 167,400.00 | |||
| 0910 | CONCRETE-CLASS AA REVISED: 11-26-13 REVISED: 12-13-13 | 08104 | CUYD | 4,595.00 | 4,595.000 | 4,595.000 | 4,595.000 | 500.00 | 2,297,500.00 | |||
| 0920 | STEEL REINFORCEMENT REVISED: 12-13-13 | 08150 | LB | 818,618.00 | 818,618.000 | 818,618.000 | 818,618.000 | 1.20 | 982,341.60 | |||
| 0930 | STEEL REINFORCEMENT-EPOXY COATED REVISED: 12-13-13 | 08151 | LB | 1,491,961.00 | 1,491,961.000 | 1,491,961.000 | 1,491,961.000 | 1.20 | 1,790,353.20 | |||
| 0940 | STRUCTURAL STEEL (APPROACH SPAN, APPROXIMATELY 10,091,5 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000,000.00 | 20,000,000.00 | |||
| 0950 | SHEAR CONNECTORS (APPROXIMATELY 33,489 LBS.) REVISED: | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0960 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 112,000.00 | 112,000.00 | |||
| 0970 | APPROACH SLAB | 08500 | SQYD | 204.00 | 204.000 | 204.000 | 204.000 | 150.00 | 30,600.00 | |||
| 0980 | DRAIN PIPE-6 IN (FIBERGLASS) | 08820 | LF | 270.00 | 270.000 | 270.000 | 270.000 | 265.00 | 71,550.00 | |||
| 0990 | DRAIN ASSEMBLY | 20154ND | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 1,500.00 | 33,000.00 | |||
| 1000 | DYNAMIC PILE TESTING (ON WATER - INITIAL) | 23233EC | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 15,000.00 | 165,000.00 | |||
| 1010 | DYNAMIC PILE TESTING (ON LAND - INITIAL) | 23233EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 7,500.00 | 37,500.00 | |||
| 1020 | DYNAMIC PILE TESTING (ON WATER - RESTRIKE) | 23233EC | EACH | 23.00 | 23.000 | 19.000 | 19.000 | 6,500.00 | 123,500.00 | |||
| 1030 | DYNAMIC PILE TESTING (ON LAND - RESTRIKE) | 23233EC | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 2,800.00 | 19,600.00 | |||
| 1040 | PEDESTRIAN RAIL REVISED: 12-13-13 | 23538EC | LF | 1,693.00 | 1,693.000 | 1,693.000 | 1,693.000 | 102.00 | 172,686.00 | |||
| 1050 | FINGER EXPANSION JOINT | 23859EC | LF | 74.00 | 74.000 | 74.000 | 74.000 | 2,600.00 | 192,400.00 | |||
| 1060 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 121,000.00 | 121,000.00 | |||
| 1070 | RAIL SYSTEM TYPE 11 REVISED: 12-13-13 | 24538ED | LF | 3,368.00 | 3,368.000 | 3,368.000 | 3,368.000 | 80.00 | 269,440.00 | |||
| 1080 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1090 | HSS BARRIER RAIL - 3 RAIL REVISED: 12-13-13 | 24606ED | LF | 1,673.00 | 1,673.000 | 1,673.000 | 1,673.000 | 120.00 | 200,760.00 | |||
| 1100 | HSS BARRIER RAIL - 1 RAIL ADDED: 12-6-13 REVISED: 12-13-13 | 24607ED | LF | 1,695.00 | 1,695.000 | 1,695.000 | 1,695.000 | 85.00 | 144,075.00 | |||
| 1110 | SEISMIC DAMPERS (END BENTS) | 24611EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 45,000.00 | 270,000.00 | |||
| 1120 | SEISMIC DAMPERS (PIERS 4 & 5) | 24611EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 45,000.00 | 270,000.00 | |||
| 1130 | DISK EXPANSION BEARING | 24614EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 22,000.00 | 264,000.00 | |||
| 1140 | PATH DELINEATION LIGHTING | 24616EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 228,000.00 | 228,000.00 | |||
| 1150 | INSTALL (AT&T DUCTBANK) | 24617EC | LF | 1,651.00 | 1,651.000 | 1,726.000 | 1,726.000 | 114.00 | 196,764.00 | |||
| 1160 | PIPE PILES (FURNISH - 30 IN - 1 IN) | 24618EC | LF | 3,185.00 | 3,185.000 | 3,185.000 | 3,185.000 | 370.00 | 1,178,450.00 | |||
| 1170 | PIPE PILES (INSTALL - 30 IN - 1 IN) | 24618EC | LF | 3,385.00 | 3,385.000 | 3,213.090 | 3,213.090 | 30.00 | 96,392.70 | |||
| 1180 | PIPE PILES (FURNISH - 72 IN PIPE PILE - 2 IN) | 24618EC | LF | 1,445.00 | 1,445.000 | 1,445.000 | 1,445.000 | 1,500.00 | 2,167,500.00 | |||
| 1190 | PIPE PILES (INSTALL - 72 IN PIPE PILE - 2 IN) | 24618EC | LF | 1,197.00 | 1,197.000 | 135.420 | 947.990 | 1,083.410 | 130.00 | 17,604.60 | 140,843.30 | |
| 1200 | SPLICE PILES (30 IN PIPE - 1 IN) | 24619EC | EACH | 13.00 | 13.000 | 7.000 | 7.000 | 900.00 | 6,300.00 | |||
| 1210 | SPLICE PILES (72 IN PIPE PILE - 2 IN) | 24619EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 1220 | OPEN END INSIDE FIT CUTTING SHOE (30 IN - 1 IN) | 24627EC | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 2,500.00 | 70,000.00 | |||
| 1230 | OPEN END INSIDE FIT CUTTING SHOE (72 IN - 2 IN) | 24627EC | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 7,500.00 | 105,000.00 | |||
| 1240 | PILE CONSTRICTOR PLATE (72 IN - 2 IN) | 24628EC | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 50,000.00 | 700,000.00 | |||
| 1250 | DECORATIVE FENCE PANEL | 24629EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 1,300.00 | 26,000.00 | |||
| 8001 | BEARING PADS FOR LAKE BARKLEY | 23380EC | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 43,454.30 | 260,725.81 | |||
| 8008 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 5,614,859.000 | 5,614,859.000 | 5,614,859.000 | 1.00 | 5,614,859.00 | |||
| 8013 | EW~ Additional Electrical Work | 10098NX | DOLL | 0.00 | 42,731.720 | 42,731.720 | 42,731.720 | 1.00 | 42,731.72 | |||
| SUBTOT | $21,237.10 |
$138,834,514.21 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||