|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071117 | Estimate Number | 0048 | Estimate Type FINAL | |||
| District Office | PADUCAH (01340) Wilson, Everett L., P.E. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | ADDR SN 0 VC Code VC0000115144 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 11/24/2009 TO 07/14/2010 | ||||||
| Date Approved | 08/25/2010 | ||||||
| Primary Proj Number | DE04218300717 | ||||||
| Project No. | FD04 042 1830 000-002 | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | JIMTOWN ROAD (KY 1830) IN MAYFIELD | ||||||
| Description | RECONSTRUCTION OF JIMTOWN ROAD (KY 1830) IN MAYFIELD FROM KY 121 TO US 45 | ||||||
| Date Let | 04/20/2007 | Formal Acceptance | 12/03/2009 | ||||
| Date Awarded | 04/30/2007 | Date Work Began | 05/17/2007 | ||||
| Date Contract Executed | 05/07/2007 | Open To Traffic | 02/16/2009 | ||||
| Date NTP Issued | 05/07/2007 | Actual Completion Date | 02/16/2009 | ||||
| Current Contract Amount | $7,198,744.16 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,622,709.46 |
Total Earnings | $7,083,855.23 |
$7,047,285.41 |
$36,569.82 |
|
| Percent Complete | 98.40 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $114,888.93 |
Gross Earnings | $7,083,855.23 |
$7,047,285.41 |
$36,569.82 |
|
| Total Change Orders | $576,034.70 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,083,855.23 |
$7,047,285.41 |
$36,569.82 |
|||
| Contract Id | 071117 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0048 | Project Number | FD04 042 1830 000-002 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 11/24/2009 TO 07/14/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Geogrid- Signals- Omissions | Approved | 03/24/2008 | $357,513.52 | 0.0 | |||||
| 002 | Omissions and Enhancements | Approved | 01/23/2009 | $196,273.20 | 0.0 | |||||
| 003 | Asphalt Surface RAP | Approved | 10/30/2008 | $0.00 | 0.0 | |||||
| 004 | Asphalt, Embankment in Place, Entrance | Approved | 09/10/2009 | $22,247.98 | 0.0 | |||||
| 005 | Rideability Override | Approved | 12/22/2008 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 071117 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04218300717 | |||||||
| Estimate Nbr | 0048 | Period | 11/24/2009 TO 07/14/2010 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE04218300717 | Fed/State Project Number | FD04 042 1830 000-002 | 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 | DGA BASE | 00001 | TON | 43,750.00 | 50,250.000 | 48,003.680 | 48,003.680 | 17.06 | 818,942.78 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 307.00 | 307.000 | 0.000 | 0.000 | 16.23 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 13.00 | 13.000 | 44.410 | 44.410 | 18.81 | 835.35 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 507.00 | 507.000 | 190.560 | 190.560 | 55.00 | 10,480.80 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 25,202.00 | 28,630.880 | 28,630.880 | 28,630.880 | 49.50 | 1,417,228.56 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 61.00 | 61.000 | 29.370 | 29.370 | 495.00 | 14,538.15 | |||
| 0070 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | TON | 5,514.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 822.00 | 822.000 | 794.000 | 794.000 | 17.56 | 13,942.64 | |||
| 0090 | ENTRANCE PIPE-18 INCH | 00441 | LF | 392.00 | 530.000 | 530.000 | 530.000 | 19.53 | 10,350.90 | |||
| 0100 | ENTRANCE PIPE-24 INCH | 00443 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 25.97 | 2,337.30 | |||
| 0110 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 556.00 | 556.000 | 420.000 | 420.000 | 20.19 | 8,479.80 | |||
| 0120 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 22.05 | 1,234.80 | |||
| 0130 | CULVERT PIPE-24 INCH | 00464 | LF | 395.30 | 415.300 | 395.300 | 395.300 | 38.39 | 15,175.56 | |||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 313.90 | 313.900 | 313.900 | 313.900 | 44.78 | 14,056.44 | |||
| 0150 | CULVERT PIPE-36 INCH | 00468 | LF | 32.30 | 32.300 | 32.300 | 32.300 | 62.62 | 2,022.62 | |||
| 0160 | CULVERT PIPE-60 INCH | 00472 | LF | 297.80 | 297.800 | 297.800 | 297.800 | 148.82 | 44,318.59 | |||
| 0170 | CULVERT PIPE-72 INCH | 00474 | LF | 287.10 | 287.100 | 287.100 | 287.100 | 179.99 | 51,675.12 | |||
| 0180 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 211.30 | 211.300 | 211.300 | 211.300 | 34.01 | 7,186.31 | |||
| 0190 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 19.60 | 19.600 | 19.600 | 19.600 | 40.16 | 787.13 | |||
| 0200 | CULVERT PIPE-42 INCH EQUIV | 00498 | LF | 94.70 | 94.700 | 94.700 | 94.700 | 104.84 | 9,928.34 | |||
| 0210 | STORM SEWER PIPE-15 INCH | 00521 | LF | 36.40 | 46.400 | 41.500 | 41.500 | 24.51 | 1,017.16 | |||
| 0220 | STORM SEWER PIPE-18 INCH | 00522 | LF | 394.60 | 394.600 | 394.600 | 394.600 | 24.39 | 9,624.29 | |||
| 0230 | SLOTTED DRAIN PIPE-15 INCH | 00981 | LF | 110.00 | 110.000 | 109.700 | 109.700 | 77.09 | 8,456.77 | |||
| 0240 | PERFORATED PIPE-4 INCH | 01000 | LF | 617.50 | 0.000 | 0.000 | 0.000 | 6.13 | 0.00 | |||
| 0250 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 108.00 | 0.000 | 0.000 | 0.000 | 8.16 | 0.00 | |||
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 557.28 | 0.00 | |||
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 10.00 | 0.000 | 0.000 | 0.000 | 557.35 | 0.00 | |||
| 0280 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,295.97 | 4,591.94 | |||
| 0290 | METAL END SECTION TY 4-24 INCH | 01413 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 916.04 | 0.00 | |||
| 0300 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,837.86 | 1,837.86 | |||
| 0310 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,837.88 | 7,351.52 | |||
| 0320 | CURB BOX INLET TYPE A | 01456 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,900.00 | 7,800.00 | |||
| 0330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| 0340 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0350 | DROP BOX INLET TYPE 16G | 01581 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0360 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,371.70 | 1,371.70 | |||
| 0370 | STANDARD CURB AND GUTTER | 01810 | LF | 399.00 | 834.000 | 827.000 | 827.000 | 24.00 | 19,848.00 | |||
| 0380 | STANDARD HEADER CURB | 01875 | LF | 93.00 | 107.000 | 107.000 | 107.000 | 35.00 | 3,745.00 | |||
| 0390 | REMOVE CURB | 01904 | LF | 1,205.00 | 1,205.000 | 820.500 | 820.500 | 8.50 | 6,974.25 | |||
| 0400 | MOUNTABLE MEDIAN TYPE 1A | 01945 | SQYD | 701.00 | 16.500 | 16.500 | 16.500 | 66.00 | 1,089.00 | |||
| 0410 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 31.93 | 0.00 | |||
| 0420 | REMOVE ASPHALT MEDIAN | 02009 | SQYD | 1,075.00 | 1,525.300 | 1,525.300 | 1,525.300 | 6.50 | 9,914.45 | |||
| 0430 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 7.000 | 7.000 | 200.00 | 1,400.00 | |||
| 0440 | JPC PAVEMENT-10 INCH | 02069 | SQYD | 5,960.00 | 5,960.000 | 5,960.000 | 5,960.000 | 71.00 | 423,160.00 | |||
| 0450 | REMOVE PAVEMENT | 02091 | SQYD | 1,850.00 | 1,850.000 | 1,850.000 | 1,850.000 | 5.00 | 9,250.00 | |||
| 0460 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 1,239.00 | 1,359.250 | 1,330.350 | 1,330.350 | 68.00 | 90,463.80 | |||
| 0470 | TEMPORARY DITCH | 02159 | LF | 5,797.00 | 5,797.000 | 0.000 | 0.000 | 1.04 | 0.00 | |||
| 0480 | GRANULAR EMBANKMENT | 02223 | CUYD | 40,808.00 | 7,874.000 | 0.000 | 0.000 | 8.35 | 0.00 | |||
| 0490 | EMBANKMENT IN PLACE | 02230 | CUYD | 144,963.00 | 183,667.330 | 182,389.060 | 182,389.060 | 8.35 | 1,522,948.65 | |||
| 0500 | WATER | 02242 | MGAL | 400.00 | 400.000 | 400.000 | 400.000 | 5.00 | 2,000.00 | |||
| 0510 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,313.00 | 2,313.000 | 2,377.500 | 2,377.500 | 18.22 | 43,318.05 | |||
| 0520 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 15.00 | 15.000 | 11.000 | 11.000 | 44.50 | 489.50 | |||
| 0530 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 4.000 | 4.000 | 4.000 | 2,725.00 | 10,900.00 | |||
| 0540 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,257.00 | 2,257.00 | |||
| 0550 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 70.00 | 70.000 | 70.000 | 70.000 | 80.00 | 5,600.00 | |||
| 0560 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 70.00 | 2,450.00 | |||
| 0570 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 80.00 | 80.00 | |||
| 0580 | CHANNEL LINING CLASS II | 02483 | TON | 948.00 | 3,566.450 | 3,638.490 | 3,638.490 | 22.44 | 81,647.71 | |||
| 0590 | CHANNEL LINING CLASS III | 02484 | TON | 1,813.00 | 1,813.000 | 1,504.210 | 1,504.210 | 23.33 | 35,093.21 | |||
| 0600 | CLEARING AND GRUBBING 34 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,000.00 | 54,000.00 | |||
| 0610 | SIGNS | 02562 | SQFT | 305.00 | 305.000 | 288.000 | 288.000 | 5.90 | 1,699.20 | |||
| 0620 | EDGE KEY | 02585 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0630 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,832.00 | 1,832.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
| 0640 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 11,947.00 | 11,947.000 | 112.440 | 112.440 | 1.46 | 164.16 | |||
| 0650 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 200,751.00 | 0.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0660 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,964.33 | 12,964.33 | |||
| 0670 | DIVERSIONS (BY-PASS DETOURS) STA 0+00 TO STA 30+01.52 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,373.96 | 39,373.96 | |||
| 0680 | DIVERSIONS (BY-PASS DETOURS) STA 40+00 TO STA 45+50 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,476.37 | 6,476.37 | |||
| 0690 | TEMPORARY SILT FENCE | 02701 | LF | 812.00 | 2,801.000 | 2,801.000 | 2,801.000 | 1.84 | 5,153.84 | |||
| 0700 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | 5.000 | 5.000 | 189.23 | 946.15 | |||
| 0710 | SILT TRAP TYPE B | 02704 | EACH | 117.00 | 117.000 | 90.000 | 90.000 | 133.17 | 11,985.30 | |||
| 0720 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 39.00 | 39.000 | 5.000 | 5.000 | 43.48 | 217.40 | |||
| 0730 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 351.00 | 351.000 | 147.000 | 147.000 | 34.79 | 5,114.13 | |||
| 0740 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,436.00 | 2,436.000 | 575.000 | 575.000 | 0.62 | 356.50 | |||
| 0750 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0760 | REMOVE STRUCTURE KY 121 | 02731 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 12,154.55 | 0.00 | |||
| 0770 | REMOVE STRUCTURE KY 1830 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,652.15 | 4,652.15 | |||
| 0780 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,225.00 | 0.000 | 0.000 | 0.000 | 63.73 | 0.00 | |||
| 0790 | EROSION CONTROL BLANKET | 05950 | SQYD | 24,248.00 | 60,248.000 | 58,657.334 | 58,657.334 | 1.25 | 73,321.66 | |||
| 0800 | TEMPORARY MULCH | 05952 | SQYD | 165,550.00 | 165,550.000 | 47,638.900 | 47,638.900 | 0.15 | 7,145.83 | |||
| 0810 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,925.00 | 3,925.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0820 | SEEDING AND PROTECTION | 05985 | SQYD | 80,382.00 | 80,382.000 | 56,803.218 | 56,803.218 | 0.29 | 16,472.93 | |||
| 0830 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 18,795.00 | 18,795.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0840 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 27,104.00 | 78,598.000 | 78,598.000 | 78,598.000 | 0.25 | 19,649.50 | |||
| 0850 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 59,243.00 | 73,387.000 | 71,810.000 | 71,810.000 | 0.30 | 21,543.00 | |||
| 0860 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,662.00 | 5,662.000 | 2,896.000 | 2,896.000 | 1.50 | 4,344.00 | |||
| 0870 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,522.00 | 4,960.000 | 4,960.000 | 4,960.000 | 1.50 | 7,440.00 | |||
| 0880 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 163.00 | 283.000 | 320.000 | 320.000 | 9.00 | 2,880.00 | |||
| 0890 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,365.00 | 2,365.000 | 2,365.000 | 2,365.000 | 4.00 | 9,460.00 | |||
| 0900 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 71.00 | 73.000 | 73.000 | 73.000 | 110.00 | 8,030.00 | |||
| 0910 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 65.00 | 65.000 | 89.000 | 89.000 | 25.50 | 2,269.50 | |||
| 0920 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 504.00 | 504.000 | 520.000 | 520.000 | 25.50 | 13,260.00 | |||
| 0930 | CONCRETE-CLASS A | 08100 | CUYD | 62.43 | 62.430 | 50.230 | 50.230 | 649.74 | 32,636.44 | |||
| 0940 | STEEL REINFORCEMENT | 08150 | LB | 4,229.00 | 4,229.000 | 2,571.000 | 2,571.000 | 0.84 | 2,159.64 | |||
| 0950 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 61,430.00 | 61,430.000 | 27,784.580 | 27,784.580 | 1.00 | 27,784.58 | |||
| 0960 | FUEL ADJUSTMENT | 10020NS | DOLL | 45,221.00 | 45,221.000 | 7,785.710 | 88,984.240 | 96,769.950 | 1.00 | 7,785.71 | 96,769.95 | |
| 0970 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 55,287.00 | 55,287.000 | 5,464.710 | 321,173.900 | 326,638.610 | 1.00 | 5,464.71 | 326,638.61 | |
| 0980 | EASTERN RED CEDAR | 20010ES724 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 150.00 | 1,650.00 | |||
| 0990 | SILT TRAP TYPE C | 20496NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 318.59 | 0.00 | |||
| 1000 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 72.47 | 0.00 | |||
| 1010 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 227.34 | 0.00 | |||
| 1020 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 5,067.00 | 5,067.000 | 4,968.730 | 4,968.730 | 0.87 | 4,322.79 | |||
| 1030 | REMOVE ASBESTOS PIPE | 21655EN | LF | 4,870.00 | 4,870.000 | 1,590.000 | 1,590.000 | 9.76 | 15,518.40 | |||
| 8000 | TEMPORARY GUARDRAIL | 02397 | LF | 0.00 | 1,225.000 | 1,225.000 | 1,225.000 | 9.91 | 12,139.75 | |||
| 8001 | RECONSTRUCT CURB BOX INLET Reconstruct entrance, 2 pipe bollards, ele box, loops | 20904ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,641.00 | 9,641.00 | |||
| 8010 | RECONSTRUCT MANHOLE | 01789 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,610.00 | 4,830.00 | |||
| 8020 | REMOVE EXISTING CLEANOUT | 22129NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 990.00 | 3,960.00 | |||
| 8030 | REMOVE DROP BOX INLET | 01585 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8040 | REMOVE PIPE | 01310 | LF | 0.00 | 300.000 | 161.000 | 161.000 | 12.00 | 1,932.00 | |||
| 8050 | PVC PIPE-1 INCH | 03380 | LF | 0.00 | 150.000 | 150.000 | 150.000 | 12.10 | 1,815.00 | |||
| 8060 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 40.000 | 30.000 | 30.000 | 125.00 | 3,750.00 | |||
| 8070 | CAP CURB BOX INLET | 01634 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 1,025.00 | 5,125.00 | |||
| 8080 | GEOGRID REINFORCEMENT | 20263ED | SQYD | 0.00 | 93,884.000 | 81,951.510 | 81,951.510 | 3.75 | 307,318.16 | |||
| 8090 | ASPHALT PAVING REPLACEMENT | 21234ED | SQYD | 0.00 | 5,118.110 | 5,118.110 | 5,118.110 | 3.23 | 16,531.49 | |||
| 8100 | MACHINE PREP OF SLAB | 08551 | SQYD | 0.00 | 5,032.000 | 5,032.000 | 5,032.000 | 6.18 | 31,097.76 | |||
| 8200 | CONDUIT-1 1/4 INCH | 04793 | LF | 0.00 | 620.000 | 465.000 | 465.000 | 8.40 | 3,906.00 | |||
| 8210 | CONDUIT-2 INCH | 04795 | LF | 0.00 | 338.000 | 338.000 | 338.000 | 12.60 | 4,258.80 | |||
| 8220 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 577.50 | 4,042.50 | |||
| 8230 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 616.000 | 600.000 | 600.000 | 5.25 | 3,150.00 | |||
| 8240 | LOOP WIRE | 04830 | LF | 0.00 | 2,040.000 | 1,838.000 | 1,838.000 | 0.63 | 1,157.94 | |||
| 8250 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 1,682.000 | 1,682.000 | 1,682.000 | 1.31 | 2,203.42 | |||
| 8260 | CABLE-NO. 14/7C | 04845 | LF | 0.00 | 306.000 | 306.000 | 306.000 | 1.58 | 483.48 | |||
| 8270 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 4,570.000 | 4,188.000 | 4,188.000 | 1.05 | 4,397.40 | |||
| 8280 | MESSENGER-10800 LB | 04885 | LF | 0.00 | 760.000 | 404.000 | 404.000 | 4.73 | 1,910.92 | |||
| 8290 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 0.00 | 520.000 | 520.000 | 520.000 | 19.95 | 10,374.00 | |||
| 8300 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 400.000 | 626.000 | 626.000 | 14.70 | 9,202.20 | |||
| 8310 | PEDESTRIAN DETECTOR | 04900 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 8320 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,517.50 | 3,517.50 | |||
| 8330 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 4,042.50 | 16,170.00 | |||
| 8340 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 8350 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 241.50 | 1,449.00 | |||
| 8360 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 283.50 | 567.00 | |||
| 8370 | STABILIZED AGGREGATE BASE | 00007 | TON | 0.00 | 2,000.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8380 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 6,143.990 | 6,203.570 | 6,203.570 | 54.00 | 334,992.78 | |||
| 8390 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | -23,254.250 | -23,254.250 | 1.00 | -23,254.25 | |||
| Project | DE04218300717 | Fed/State Project Number | FD04 042 1830 000-002 | Category | 0002 BRIDGE | |||||||
| 1040 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 534.40 | 377.000 | 377.000 | 377.000 | 379.00 | 142,883.00 | |||
| 1060 | STEEL REINFORCEMENT | 08150 | LB | 47,203.00 | 47,203.000 | 47,203.000 | 47,203.000 | 0.85 | 40,122.55 | |||
| Project | DE04218300717 | Fed/State Project Number | FD04 042 1830 000-002 | Category | 0003 SIGNING | |||||||
| 1070 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 316.00 | 316.000 | 316.000 | 316.000 | 13.57 | 4,288.12 | |||
| 1080 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 179.00 | 179.000 | 179.000 | 179.000 | 17.40 | 3,114.60 | |||
| 1090 | STEEL POST TYPE 2 | 06411 | LF | 1,143.00 | 1,143.000 | 1,143.000 | 1,143.000 | 5.27 | 6,023.61 | |||
| Project | DE04218300717 | Fed/State Project Number | FD04 042 1830 000-002 | Category | 0004 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1100 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 310,925.32 | 310,925.32 | |||
| 1110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 93,277.60 | 23,319.40 | 93,277.60 | |
| SUBTOT | $36,569.82 |
$7,083,855.12 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0940-1-0I |
Reinforcement Steel | LB |
4,282.00 | 0003 | $0.430000 | $1,735.00 | ||||||
1060-1-0I |
Reinforcement Steel | LB |
48,811.00 | 0003 | $0.426650 | $19,783.96 | ||||||
1060-1-0A |
Reinforcement Steel | LB |
15,192.58 | 0003 | $0.426650 | $-6,157.82 | ||||||
1060-1-0A |
Reinforcement Steel | LB |
7,316.30 | 0004 | $0.426650 | $-2,965.43 | ||||||
0940-1-0A |
Reinforcement Steel | LB |
305.00 | 0005 | $0.430000 | $-123.58 | ||||||
1060-1-0A |
Reinforcement Steel | LB |
5,825.99 | 0005 | $0.426650 | $-2,361.38 | ||||||
0940-1-0A |
Reinforcement Steel | LB |
8.00 | 0006 | $0.430000 | $-3.24 | ||||||
1060-1-0A |
Reinforcement Steel | LB |
18,868.13 | 0006 | $0.426650 | $-7,647.59 | ||||||
0940-1-0A |
Reinforcement Steel | LB |
687.00 | 0007 | $0.430000 | $-278.36 | ||||||
0940-1-0A |
Reinforcement Steel | LB |
1,571.00 | 0010 | $0.430000 | $-636.54 | ||||||
0940-1-0A |
Reinforcement Steel | LB |
87.00 | 0027 | $0.430000 | $-35.25 | ||||||
0940-1-0A |
Reinforcement Steel | LB |
-87.00 | 0028 | $0.430000 | $35.25 | ||||||
0940-10C |
Reinforcement Steel | LB |
0.00 | 0047 | $0.405184 | $-693.28 | ||||||
1060-10C |
Reinforcement Steel | LB |
0.00 | 0047 | $0.405318 | $-651.74 | ||||||
| SUBTOT | $0.00 |
|||||||||||