|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/10/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051032 | Estimate Number | 0065 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 09/13/2010 TO 03/05/2014 | ||||||
| Date Approved | 06/10/2014 | ||||||
| Primary Proj Number | DE08000400532 | ||||||
| Project No. | STPR 40-1(61) | ||||||
| Primary County | MARTIN | ||||||
| Name of Road | INEZ-WARFIELD-KERMIT-W.VA. ROAD(KY40) | ||||||
| Description | INEZ TO WARFIELD PROPOSED INTERCHANGE OVER EXISTING KY40 INCLUDING RAMPS AND BRIDGE | ||||||
| Date Let | 07/22/2005 | Formal Acceptance | 04/28/2009 | ||||
| Date Awarded | 08/25/2005 | Date Work Began | 11/14/2005 | ||||
| Date Contract Executed | 10/11/2005 | Open To Traffic | 09/05/2008 | ||||
| Date NTP Issued | 10/11/2005 | Actual Completion Date | 09/05/2008 | ||||
| Current Contract Amount | $8,771,564.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,314,456.07 |
Total Earnings | $8,605,158.43 |
$8,483,854.96 |
$121,303.47 |
|
| Percent Complete | 96.87 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $274,908.66 |
Gross Earnings | $8,605,158.43 |
$8,483,854.96 |
$121,303.47 |
|
| Total Change Orders | $457,108.49 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,496,655.90 |
$8,375,352.43 |
$121,303.47 |
|||
| Contract Id | 051032 | Change Order Summary |
County | MARTIN | ||||||
| Estimate Nbr | 0065 | Project Number | STPR 40-1(61) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 09/13/2010 TO 03/05/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Slide Removal and various overrun/underrun quantities | Approved | 03/26/2008 | $263,194.10 | 8.0 | |||||
| 002 | Liquated Damages | Approved | 11/27/2007 | $0.00 | 0.0 | |||||
| 003 | Fuel and asphalt adjustments - overruns underruns | Approved | 08/10/2010 | $193,914.39 | 0.0 | |||||
| 004 | Lot Pay Adjustment Override | Approved | 08/19/2010 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0045 |
$-35,200.00 |
| LIQUIDATED DAMAGES | 0046 |
$-44,800.00 |
| LIQUIDATED DAMAGES | 0047 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0048 |
$-11,200.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE08000400532 | 0910 | STEEL REINF-EPOXY COATED | NON-SPEC MATERIAL DEDUCTION | 0019 | 0.00 |
$0.00 |
$-2,781.42 |
||
| DE08000400532 | 0060 | CL3 ASPH BASE 25.0D PG76-22 | NON-SPEC MATERIAL DEDUCTION | 0051 | 0.00 |
$0.00 |
$-3,321.11 |
||
| Contract Id | 051032 | COMMONWEALTH OF KENTUCKY |
County | MARTIN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE08000400532 | |||||||
| Estimate Nbr | 0065 | Period | 09/13/2010 TO 03/05/2014 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0001 ROADWAY | |||||||
| 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 | CRUSHED STONE BASE | 00003M | MTON | 8,175.90 | 8,663.800 | 8,663.800 | 8,663.800 | 28.81 | 249,604.07 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 89.00 | 57.380 | 57.380 | 57.380 | 65.00 | 3,729.70 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 43.20 | 86.400 | 0.000 | 0.000 | 64.38 | 0.00 | |||
| 0040 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 1,534.90 | 3,794.800 | 3,794.796 | 3,794.796 | 59.33 | 225,145.24 | |||
| 0050 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 9,865.00 | 9,235.506 | 9,235.506 | 9,235.506 | 59.33 | 547,942.57 | |||
| 0060 | CL3 ASPH BASE 25.0D PG76-22 | 00216M | MTON | 4,424.60 | 2,522.350 | 2,522.350 | 2,522.350 | 68.34 | 172,377.39 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 10.70 | 7.140 | 7.140 | 7.140 | 400.00 | 2,856.00 | |||
| 0080 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | MTON | 344.20 | 724.940 | 724.940 | 724.940 | 64.38 | 46,671.63 | |||
| 0090 | CL3 ASPH SURF 12.5B PG76-22 | 00326M | MTON | 2,633.40 | 2,424.330 | 2,424.330 | 2,424.330 | 76.52 | 185,509.73 | |||
| 0100 | CULVERT PIPE-450 MM | 00462M | M | 26.87 | 26.870 | 26.870 | 26.870 | 210.00 | 5,642.70 | |||
| 0110 | CULVERT PIPE-600 MM | 00464M | M | 73.20 | 63.820 | 63.820 | 63.820 | 270.00 | 17,231.40 | |||
| 0120 | CULVERT PIPE-750 MM | 00466M | M | 16.50 | 65.000 | 65.000 | 65.000 | 216.00 | 14,040.00 | |||
| 0130 | CULVERT PIPE-1200 MM | 00470M | M | 21.56 | 0.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0140 | STORM SEWER PIPE-375 MM | 00521M | M | 14.87 | 7.620 | 7.620 | 7.620 | 177.00 | 1,348.74 | |||
| 0150 | STORM SEWER PIPE-450 MM | 00522M | M | 6.57 | 13.890 | 13.890 | 13.890 | 196.00 | 2,722.44 | |||
| 0160 | STORM SEWER PIPE-600 MM | 00524M | M | 40.62 | 0.000 | 0.000 | 0.000 | 231.00 | 0.00 | |||
| 0170 | PERFORATED PIPE-100 MM | 01000M | M | 80.00 | 0.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 0180 | NON-PERFORATED PIPE-100 MM | 01010M | M | 6.00 | 0.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0190 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0200 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0210 | S & F BOX INLET-OUTLET-750 MM | 01452M | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0220 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 4.000 | 5.000 | 5.000 | 2,800.00 | 14,000.00 | |||
| 0230 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0240 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0250 | CONC MED BARR BOX INLET TY 9B1 | 01621 | EACH | 13.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0260 | FLUME INLET TYPE 1 | 01690 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0270 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0280 | STANDARD HEADER CURB | 01875M | M | 53.00 | 0.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0290 | ISLAND HEADER CURB TYPE 1 | 01890M | M | 50.30 | 30.480 | 30.480 | 30.480 | 56.00 | 1,706.88 | |||
| 0300 | ASPHALT WEDGE CURB | 01897M | M | 384.29 | 11.600 | 11.600 | 11.600 | 24.60 | 285.36 | |||
| 0310 | CONC MEDIAN BARRIER TYPE 230A | 01999M | M | 623.90 | 633.679 | 633.679 | 633.679 | 154.00 | 97,586.56 | |||
| 0320 | REMOVE PAVEMENT | 02091M | SQ M | 11,402.00 | 11,541.088 | 11,262.912 | 11,262.912 | 2.50 | 28,157.28 | |||
| 0330 | TEMPORARY DITCH | 02159M | M | 753.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0340 | ROADWAY EXCAVATION | 02200M | CU M | 468,614.00 | 468,614.000 | 468,614.000 | 468,614.000 | 6.16 | 2,886,662.24 | |||
| 0350 | WATER | 02242M | CU M | 200.00 | 3,786.800 | 3,786.770 | 3,786.770 | 5.00 | 18,933.85 | |||
| 0360 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 1,727.00 | 1,510.154 | 1,510.154 | 1,510.154 | 16.25 | 24,540.00 | |||
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,331.00 | 1,500.372 | 1,500.372 | 1,500.372 | 52.00 | 78,019.34 | |||
| 0380 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,300.00 | 16,100.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 7.000 | 3.000 | 3.000 | 3,100.00 | 9,300.00 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0420 | CHANNEL LINING CLASS IV | 02488M | CU M | 300.00 | 189.460 | 189.460 | 189.460 | 10.00 | 1,894.60 | |||
| 0430 | CLEARING AND GRUBBING 11.85 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 128,000.00 | 128,000.00 | |||
| 0440 | SIGNS | 02562M | SQ M | 23.00 | 43.160 | 43.160 | 43.160 | 100.00 | 4,316.00 | |||
| 0450 | EDGE KEY MODIFIED | 02585M | M | 38.80 | 92.927 | 92.927 | 92.927 | 150.00 | 13,939.05 | |||
| 0460 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0470 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
| 0480 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0490 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 29.80 | 120.190 | 120.190 | 120.190 | 150.00 | 18,028.50 | |||
| 0500 | TEMPORARY SILT FENCE | 02701M | M | 3,216.00 | 1,170.956 | 1,170.956 | 1,170.956 | 6.00 | 7,025.73 | |||
| 0510 | SILT TRAP TYPE B | 02704 | EACH | 38.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0520 | SILT CHECK TYPE III | 02705 | EACH | 177.00 | 24.000 | 24.000 | 24.000 | 75.00 | 1,800.00 | |||
| 0530 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 114.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0540 | CLEAN SILT CHECK | 02708 | EACH | 531.00 | 29.000 | 29.000 | 29.000 | 25.00 | 725.00 | |||
| 0550 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 9,648.00 | 159.000 | 159.000 | 159.000 | 1.50 | 238.50 | |||
| 0560 | SEDIMENTATION BASIN | 02711M | CU M | 3,500.00 | 200.000 | 200.000 | 200.000 | 8.00 | 1,600.00 | |||
| 0570 | CLEAN SEDIMENTATION BASIN | 02712M | CU M | 10,500.00 | 20,840.000 | 160.000 | 160.000 | 3.00 | 480.00 | |||
| 0580 | STAKING SYP 12-154.02 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 145,000.00 | 145,000.00 | |||
| 0590 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 273.00 | 378.200 | 378.200 | 378.200 | 35.00 | 13,237.00 | |||
| 0600 | EROSION CONTROL BLANKET | 05950M | SQ M | 10,470.00 | 0.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0610 | TEMPORARY MULCH | 05952M | SQ M | 118,500.00 | 0.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0620 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 10,307.00 | 650.000 | 650.000 | 650.000 | 0.24 | 156.00 | |||
| 0630 | TOPDRESSING FERTILIZER | 05966M | MTON | 5.78 | 0.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0640 | SEEDING AND PROTECTION | 05985M | SQ M | 103,074.00 | 55,626.000 | 55,626.000 | 55,626.000 | 0.35 | 19,469.10 | |||
| 0650 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 7,720.00 | 37,740.000 | 37,740.000 | 37,740.000 | 0.30 | 11,322.00 | |||
| 0660 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 5,100.00 | 4,545.098 | 4,545.098 | 4,545.098 | 1.00 | 4,545.09 | |||
| 0670 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 2,600.00 | 6,910.408 | 6,910.408 | 6,910.408 | 1.00 | 6,910.40 | |||
| 0680 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 50.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0690 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 100.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0700 | CONCRETE-CLASS A | 08100M | CU M | 8.79 | 3.340 | 3.340 | 3.340 | 900.00 | 3,006.00 | |||
| 0710 | STEEL REINFORCEMENT | 08150M | KG | 239.40 | 14.000 | 14.000 | 14.000 | 2.48 | 34.72 | |||
| 0720 | PNEUMATIC BACKSTOWING | 20431MD | MTON | 100.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0730 | REMOVE CRASH CUSHION | 20432MS112 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0740 | CL2 ASPH BASE 12.5D PG64-22 | 20433MS400 | MTON | 50.30 | 0.000 | 0.000 | 0.000 | 56.83 | 0.00 | |||
| 0750 | SILT TRAP TYPE C | 20496NS843 | EACH | 9.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0760 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 27.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0770 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1590 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 1.00 | 14.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 1600 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1610 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 4.000 | 4.000 | 4.000 | 70.00 | 280.00 | |||
| 1620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
| 1630 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 100.00 | 0.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 8000 | SPECIAL EXCAVATION Roadway Excavation Station 2+660 to 2+820 Lt. C/L | 02204M | CU M | 0.00 | 16,130.660 | 16,130.660 | 16,130.660 | 8.00 | 129,045.28 | |||
| 8001 | SPECIAL EXCAVATION Undercut @ M/L Station 2+900 to Station 3+040 Lt/Rt | 02204M | CU M | 0.00 | 3,159.753 | 3,159.753 | 3,159.753 | 8.00 | 25,278.02 | |||
| 8002 | FABRIC-GEOTEXTILE TYPE III Geotextile Fabric Type III | 02598M | SQ M | 0.00 | 2,800.364 | 2,800.364 | 2,800.364 | 2.40 | 6,720.87 | |||
| 8003 | SEPTIC TANK TREATMENT PUMP & BACKFILL EXISTING | 02404 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 8004 | PLUG WATER WELL Plug Drilled Water Well | 02475M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8005 | RELOCATE TEMP CONC MED BARRIER TY 230-T | 02003M | M | 0.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8010 | TRAFFIC BOUND BASE Maintenance Stone | 00020M | MTON | 0.00 | 738.250 | 738.247 | 738.247 | 28.81 | 21,268.89 | |||
| 8011 | STORM SEWER PIPE-600 MM TO MAINTENANCE | 00524M | M | 0.00 | 40.620 | 40.620 | 40.620 | 44.81 | 1,820.18 | |||
| 8012 | PAVE STRIPING-TEMP REM TAPE-Y Removable Temp. Striping Tape | 06551M | M | 0.00 | 149.450 | 149.450 | 149.450 | 9.35 | 1,397.35 | |||
| 8013 | PAVE STRIPING-TEMP REM TAPE-W Removable temp striping tape | 06550M | M | 0.00 | 68.320 | 68.320 | 68.320 | 9.35 | 638.79 | |||
| 8015 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 117,065.280 | 126,593.700 | 126,593.700 | 1.00 | 126,593.70 | |||
| 8016 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 300,617.510 | 303,124.750 | 303,124.750 | 1.00 | 303,124.75 | |||
| 8023 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 7,194.269 | 7,194.269 | 1.00 | 7,194.26 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0002 BRIDGE | |||||||
| 0780 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 200.00 | 200.000 | 200.000 | 200.000 | 48.00 | 9,600.00 | |||
| 0790 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 870.00 | 925.800 | 925.800 | 925.800 | 2.25 | 2,083.05 | |||
| 0800 | RETAINING WALL-GABION | 02610M | CU M | 24.00 | 24.000 | 24.000 | 24.000 | 159.00 | 3,816.00 | |||
| 0810 | MASONRY COATING | 02998M | SQ M | 577.00 | 577.000 | 577.000 | 577.000 | 11.70 | 6,750.90 | |||
| 0820 | ARMORED EDGE FOR CONCRETE | 03299M | M | 33.00 | 33.000 | 33.000 | 33.000 | 136.00 | 4,488.00 | |||
| 0830 | FOUNDATION PREPARATION STA. 1+048.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,100.00 | 32,100.00 | |||
| 0840 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 870.00 | 1,024.640 | 1,024.640 | 1,024.640 | 36.00 | 36,887.04 | |||
| 0850 | TEST PILES | 08033M | M | 42.00 | 42.000 | 42.000 | 42.000 | 174.50 | 7,329.00 | |||
| 0860 | PILES-STEEL HP360X108 | 08050M | M | 325.00 | 289.279 | 289.279 | 289.279 | 139.50 | 40,354.42 | |||
| 0870 | PILE POINTS-360 MM | 08095M | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 87.00 | 1,566.00 | |||
| 0880 | CONCRETE-CLASS A | 08100M | CU M | 129.00 | 129.000 | 129.000 | 129.000 | 488.00 | 62,952.00 | |||
| 0890 | CONCRETE-CLASS AA | 08104M | CU M | 208.00 | 208.000 | 208.000 | 208.000 | 594.00 | 123,552.00 | |||
| 0900 | STEEL REINFORCEMENT | 08150M | KG | 8,404.00 | 8,404.000 | 8,404.000 | 8,404.000 | 1.79 | 15,043.16 | |||
| 0910 | STEEL REINF-EPOXY COATED | 08151M | KG | 30,974.00 | 30,974.000 | 30,974.000 | 30,974.000 | 2.03 | 62,877.22 | |||
| 0920 | STRUCTURAL STEEL 303 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,594.00 | 1,594.00 | |||
| 0940 | ELECTRICAL CONDUIT STA. 1+048.00 | 08269 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 8,809.00 | 0.00 | |||
| 0950 | PRECAST PC I BEAM TYPE 3 | 08633M | M | 281.00 | 281.000 | 281.000 | 281.000 | 697.94 | 196,121.14 | |||
| 0960 | DRILLED SHAFT-1372MM -COMMON | 20383MD | M | 42.00 | 37.094 | 37.094 | 37.094 | 2,850.00 | 105,717.90 | |||
| 0970 | DRILLED SHAFT-1220MM-ROCK | 20384MD | M | 12.00 | 14.882 | 14.882 | 14.882 | 3,150.00 | 46,878.30 | |||
| 8006 | ELECTRICAL CONDUIT PVC STATION 1+048 | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,409.00 | 8,409.00 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0003 SIGNALS | |||||||
| 0980 | CONDUIT-31 MM | 04793M | M | 11.00 | 0.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0990 | CONDUIT-50 MM | 04795M | M | 6.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1000 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1010 | TRENCHING AND BACKFILLING | 04820M | M | 17.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1020 | LOOP WIRE | 04830M | M | 302.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 1030 | CABLE-NO. 14/5C | 04844M | M | 115.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1040 | CABLE-NO. 14/7C | 04845M | M | 68.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1050 | CABLE-NO. 14/1 PAIR | 04850M | M | 119.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1060 | MESSENGER-48.0 KN | 04885M | M | 113.00 | 0.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 1070 | LOOP SAW SLOT AND FILL | 04895M | M | 141.00 | 282.000 | 0.000 | 0.000 | 49.20 | 0.00 | |||
| 1080 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 1090 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1100 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1110 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1120 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1130 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1160 | VIDEO DETECTION-INSTALL | 20275MC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0004 BRIDGE | |||||||
| 1190 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 385.00 | 385.000 | 385.000 | 385.000 | 48.00 | 18,480.00 | |||
| 1200 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 1,074.00 | 1,562.432 | 1,562.432 | 1,562.432 | 2.25 | 3,515.47 | |||
| 1210 | MASONRY COATING | 02998M | SQ M | 671.00 | 671.000 | 671.000 | 671.000 | 11.70 | 7,850.70 | |||
| 1220 | ARMORED EDGE FOR CONCRETE | 03299M | M | 67.00 | 67.000 | 67.000 | 67.000 | 136.00 | 9,112.00 | |||
| 1230 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 55.00 | 9.914 | 9.914 | 9.914 | 65.00 | 644.41 | |||
| 1240 | FOUNDATION PREPARATION STA. 3+181.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 1250 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 600.00 | 1,038.910 | 1,038.910 | 1,038.910 | 33.50 | 34,803.48 | |||
| 1260 | TEST PILES | 08033M | M | 22.00 | 24.089 | 24.089 | 24.089 | 174.50 | 4,203.53 | |||
| 1270 | PRE-DRILLING FOR PILES | 08039M | M | 4.00 | 14.908 | 14.908 | 14.908 | 500.00 | 7,454.00 | |||
| 1280 | PILES-STEEL HP360X132 | 08051M | M | 246.00 | 372.311 | 0.152 | 372.311 | 372.463 | 174.50 | 26.52 | 64,994.79 | |
| 1290 | PILE POINTS-360 MM | 08095M | EACH | 36.00 | 38.000 | 38.000 | 38.000 | 87.00 | 3,306.00 | |||
| 1300 | CONCRETE-CLASS A | 08100M | CU M | 89.90 | 93.212 | 93.212 | 93.212 | 488.00 | 45,487.45 | |||
| 1310 | CONCRETE-CLASS AA | 08104M | CU M | 430.50 | 430.500 | 430.500 | 430.500 | 594.00 | 255,717.00 | |||
| 1320 | STEEL REINFORCEMENT | 08150M | KG | 5,692.00 | 5,900.883 | 5,900.883 | 5,900.883 | 1.79 | 10,562.58 | |||
| 1330 | STEEL REINF-EPOXY COATED | 08151M | KG | 44,508.00 | 70,348.778 | 24,736.778 | 44,508.000 | 69,244.778 | 2.03 | 50,215.65 | 140,566.89 | |
| 1340 | STRUCTURAL STEEL 403 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,554.00 | 2,554.00 | |||
| 1350 | ELECTRICAL CONDUIT STA. 3+181.00 | 08269 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 10,074.00 | 0.00 | |||
| 1360 | PRECAST PC I BEAM TYPE 6 | 08635M | M | 347.00 | 347.000 | 347.000 | 347.000 | 921.80 | 319,864.60 | |||
| 1370 | PRECAST PC I BEAM TYPE 5 | 08636M | M | 135.00 | 135.000 | 135.000 | 135.000 | 903.22 | 121,934.70 | |||
| 8007 | ELECTRICAL CONDUIT PVC STATION 3+181 | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,737.00 | 9,737.00 | |||
| 8009 | MASS CONCRETE Semi-Integral End Bent #1 at Sta 3+181 | 10040MS | CU M | 0.00 | 12.240 | 12.240 | 12.240 | 130.86 | 1,601.72 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0005 DEMOBILIZATION | |||||||
| 1380 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 232,000.00 | 232,000.00 | |||
| 1390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 119,445.16 | 29,861.29 | 119,445.16 | |
| 8014 | LIQUIDATED DAMAGES LD | 10111NS | DOLL | 0.00 | 0.001 | 41,200.000 | -132,800.000 | -91,600.000 | 1.00 | 41,200.00 | -91,600.00 | |
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0006 TRAINEES | |||||||
| 1570 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.00 | 1,600.00 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0007 BRIDGE | |||||||
| 1420 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 76.00 | 76.000 | 76.000 | 76.000 | 48.00 | 3,648.00 | |||
| 1430 | REMOVE CONCRETE MASONRY | 02403M | CU M | 380.00 | 380.000 | 380.000 | 380.000 | 250.00 | 95,000.00 | |||
| 1440 | MASONRY COATING | 02998M | SQ M | 896.00 | 896.000 | 896.000 | 896.000 | 11.70 | 10,483.20 | |||
| 1450 | ARMORED EDGE FOR CONCRETE | 03299M | M | 15.20 | 15.200 | 15.200 | 15.200 | 136.00 | 2,067.20 | |||
| 1460 | FOUNDATION PREPARATION STA. 1+300.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,700.00 | 6,700.00 | |||
| 1470 | CONCRETE-CLASS A | 08100M | CU M | 40.70 | 40.700 | 40.600 | 40.600 | 488.00 | 19,812.80 | |||
| 1480 | CONCRETE-CLASS AA | 08104M | CU M | 200.00 | 200.000 | 200.000 | 200.000 | 594.00 | 118,800.00 | |||
| 1490 | STEEL REINFORCEMENT | 08150M | KG | 899.00 | 899.000 | 899.000 | 899.000 | 1.79 | 1,609.21 | |||
| 1500 | STEEL REINF-EPOXY COATED | 08151M | KG | 28,322.00 | 28,322.000 | 28,322.000 | 28,322.000 | 2.03 | 57,493.66 | |||
| 1510 | ELECTRICAL CONDUIT STA. 1+300.00 | 08269 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 13,227.00 | 0.00 | |||
| 1520 | PRECAST PC I BEAM TYPE 3 | 08633M | M | 264.00 | 264.000 | 264.000 | 264.000 | 697.94 | 184,256.16 | |||
| 8008 | ELECTRICAL CONDUIT PVC STATION 1+300 | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 12,590.00 | 12,590.00 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0008 BRIDGE | |||||||
| 1530 | REMOVE CONCRETE MASONRY | 02403M | CU M | 59.00 | 24.358 | 24.358 | 24.358 | 250.00 | 6,089.50 | |||
| 1540 | FOUNDATION PREPARATION STA. 10+107 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,200.00 | 22,200.00 | |||
| 1550 | CONCRETE-CLASS A | 08100M | CU M | 280.00 | 278.728 | 278.728 | 278.728 | 488.00 | 136,019.26 | |||
| 1560 | STEEL REINFORCEMENT | 08150M | KG | 24,455.00 | 24,455.000 | 24,455.000 | 24,455.000 | 1.79 | 43,774.45 | |||
| 1580 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 772.00 | 772.00 | |||
| Project | DE08000400532 | Fed/State Project Number | STPR 40-1(61) | Category | 0009 NON PARTICIPATING FHWA FUNDS | |||||||
| 8017 | S & F BOX INLET-OUTLET-600 MM INVOICE ITEM TO MAINT | 01451M | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,661.13 | 3,322.26 | |||
| 8018 | S & F BOX INLET-OUTLET-600 MM INVOICE TO MAINT | 01451M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 591.05 | 591.05 | |||
| 8019 | HEADWALL S & F 1200 MM INVOICE TO MAINT | 09707N03 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,477.62 | 2,955.24 | |||
| 8020 | DROP BOX INLET TYPE 1 INVOICE TO MAINT | 01490 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,052.90 | 2,105.80 | |||
| 8021 | STEEL REINFORCEMENT-EPOXY COATED INVOICE TO MAINT | 08151M | KG | 0.00 | 6,499.032 | 6,499.032 | 6,499.032 | 1.03 | 6,710.90 | |||
| SUBTOT | $121,303.47 |
$8,605,158.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0950-1-0I |
Precast PCI Beam Type 3 | M |
281.00 | 0006 | $391.94000 | $110,135.14 | ||||||
1360-1-0I |
Precast PCI Beam Type 6 | M |
347.00 | 0006 | $576.850000 | $200,166.95 | ||||||
1370-1-0I |
Precast PCI Beam Type 5 | M |
135.00 | 0006 | $559.870000 | $75,582.45 | ||||||
1520-1-0I |
Precast PCI Beam Type 3 | M |
264.00 | 0006 | $391.940000 | $103,472.16 | ||||||
0950-1-0A |
Precast PCI Beam Type 3 | M |
281.00 | 0015 | $391.940000 | $-110,135.14 | ||||||
1360-1-0A |
Precast PCI Beam Type 6 | M |
347.00 | 0027 | $576.850000 | $-200,166.95 | ||||||
1370-1-0A |
Precast PCI Beam Type 5 | M |
135.00 | 0027 | $559.870000 | $-75,582.45 | ||||||
1520-1-0A |
Precast PCI Beam Type 3 | M |
264.00 | 0050 | $391.940000 | $-103,472.16 | ||||||
| SUBTOT | $0.00 |
|||||||||||