|
ContID 061016 EST NO 0041 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061016 | Estimate Number | 0041 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07317) Campbell, Harry B., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | MARS ADDR SN 1 | |||||
| PO BOX 537 | |||||||
| WINCHESTER , KY , 40391 | |||||||
| Pay Period | 01/10/2008 TO 01/23/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE07601690616 | ||||||
| Project No. | FD04 076 0169 000-003 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | TATES CREEK ROAD (KY 169) | ||||||
| Description | RECONSTRUCT TATES CREEK ROAD (KY 169) FROM US 421 FOR 2.3 MILES TO GOGGINS LANE IN RICHMOND | ||||||
| Date Let | 03/31/2006 | Formal Acceptance | |||||
| Date Awarded | 04/20/2006 | Date Work Began | 05/26/2006 | ||||
| Date Contract Executed | 05/02/2006 | Open To Traffic | |||||
| Date NTP Issued | 05/02/2006 | Actual Completion Date | |||||
| Current Contract Amount | $9,771,344.58 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,566,593.00 |
Total Earnings | $9,039,474.24 |
$8,917,056.73 |
$122,417.51 |
|
| Percent Complete | 92.51 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $731,870.34 |
Gross Earnings | $9,039,474.24 |
$8,917,056.73 |
$0.00 |
|
| Total Change Orders | $204,751.58 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,039,474.24 |
$8,917,056.73 |
122,417.51 |
|||
| Contract Id | 061016 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0041 | Project Number | FD04 076 0169 000-003 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 01/10/2008 TO 01/23/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Stream Mitigation | Approved | 11/28/2006 | $50,989.50 | 0.0 | |||||
| 002 | additional manhole and relocating school flashers | Approved | 02/14/2007 | $13,185.00 | 0.0 | |||||
| 003 | Fuel and Aspalt Adjustment, Undercut Unsuitable Material | Approved | 01/08/2008 | $140,577.08 | 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 | 061016 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07601690616 | ||||||
| Estimate Nbr | 0041 | Period | 01/10/2008 TO 01/23/2008 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | 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 | 37,356.00 | 37,356.000 | 48.640 | 44,474.760 | 44,523.400 | 20.95 | 1,019.00 | 932,765.23 |
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 952.160 | 952.160 | 22.00 | 20,947.52 | ||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 83.00 | 83.000 | 174.470 | 174.470 | 55.00 | 9,595.85 | ||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 30,175.00 | 30,175.000 | 29,469.440 | 29,469.440 | 51.85 | 1,527,990.46 | ||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,326.00 | 6,326.000 | 8,741.300 | 8,741.300 | 51.85 | 453,236.40 | ||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 10.00 | 10.000 | 15.700 | 15.700 | 585.00 | 9,184.50 | ||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,636.00 | 5,636.000 | 2,347.440 | 2,347.440 | 54.95 | 128,991.82 | ||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 116.00 | 116.000 | 52.000 | 52.000 | 26.00 | 1,352.00 | ||
| 0090 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 60.00 | 60.000 | 28.000 | 28.000 | 27.00 | 756.00 | ||
| 0100 | CULVERT PIPE-24 INCH | 00464 | LF | 43.00 | 43.000 | 43.000 | 43.000 | 55.00 | 2,365.00 | ||
| 0110 | CULVERT PIPE-30 INCH | 00466 | LF | 136.00 | 136.000 | 144.000 | 144.000 | 65.00 | 9,360.00 | ||
| 0120 | CULVERT PIPE-36 INCH | 00468 | LF | 122.00 | 122.000 | 70.000 | 70.000 | 80.00 | 5,600.00 | ||
| 0130 | CULVERT PIPE-42 INCH | 00469 | LF | 62.00 | 62.000 | 64.000 | 64.000 | 90.00 | 5,760.00 | ||
| 0140 | CULVERT PIPE-48 INCH | 00470 | LF | 207.00 | 207.000 | 207.000 | 207.000 | 120.00 | 24,840.00 | ||
| 0150 | CULVERT PIPE-15 INCH EQUIV | 00490 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0160 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 101.50 | 101.500 | 102.000 | 102.000 | 60.00 | 6,120.00 | ||
| 0170 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0180 | STORM SEWER PIPE-12 INCH | 00520 | LF | 40.50 | 40.500 | 20.000 | 20.000 | 31.00 | 620.00 | ||
| 0190 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,578.50 | 1,578.500 | 1,667.500 | 1,667.500 | 35.00 | 58,362.50 | ||
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,174.00 | 1,174.000 | 1,231.800 | 1,231.800 | 37.00 | 45,576.60 | ||
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | LF | 78.00 | 78.000 | 76.500 | 76.500 | 55.00 | 4,207.50 | ||
| 0220 | STORM SEWER PIPE-15 INCH EQUIV | 00551 | LF | 37.00 | 37.000 | 52.000 | 52.000 | 45.00 | 2,340.00 | ||
| 0230 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | LF | 57.00 | 57.000 | 72.000 | 72.000 | 51.00 | 3,672.00 | ||
| 0240 | STORM SEWER PIPE-30 INCH EQUIV | 00556 | LF | 66.50 | 66.500 | 61.500 | 61.500 | 65.00 | 3,997.50 | ||
| 0250 | STORM SEWER PIPE-42 INCH EQUIV | 00559 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 115.00 | 8,050.00 | ||
| 0260 | PERFORATED PIPE-4 INCH | 01000 | LF | 40.00 | 40.000 | 150.000 | 150.000 | 10.00 | 1,500.00 | ||
| 0270 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,775.00 | 3,550.00 | ||
| 0280 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,550.00 | 5,100.00 | ||
| 0290 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,350.00 | 10,050.00 | ||
| 0300 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,750.00 | 11,500.00 | ||
| 0310 | CURB BOX INLET TYPE A | 01456 | EACH | 33.00 | 33.000 | 31.000 | 31.000 | 3,250.00 | 100,750.00 | ||
| 0320 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | ||
| 0330 | DROP BOX INLET TYPE 11 | 01544 | EACH | 8.00 | 8.000 | 5.500 | 5.500 | 1,425.00 | 7,837.50 | ||
| 0340 | DROP BOX INLET TYPE 12A | 01550 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 180.00 | 0.00 | ||
| 0350 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.500 | 2.500 | 2,250.00 | 5,625.00 | ||
| 0360 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 3.500 | 3.500 | 3,650.00 | 12,775.00 | ||
| 0370 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | ||
| 0380 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 725.00 | 725.00 | ||
| 0390 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 2.500 | 2.500 | 750.00 | 1,875.00 | ||
| 0400 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | ||
| 0410 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | ||
| 0420 | STANDARD CURB AND GUTTER | 01810 | LF | 8,551.00 | 8,551.000 | 120.000 | 10,120.000 | 10,240.000 | 17.00 | 2,040.00 | 174,080.00 |
| 0430 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 211.00 | 211.000 | 251.000 | 251.000 | 22.00 | 5,522.00 | ||
| 0440 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | ||
| 0450 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 2,030.00 | 2,030.000 | 146.300 | 0.000 | 146.300 | 75.00 | 10,972.50 | 10,972.50 |
| 0460 | TEMPORARY DITCH | 02159 | LF | 12,196.00 | 12,196.000 | 37.000 | 37.000 | 0.95 | 35.15 | ||
| 0470 | GRANULAR EMBANKMENT | 02223 | CUYD | 112.00 | 3,023.000 | 3,023.000 | 3,023.000 | 20.00 | 60,460.00 | ||
| 0480 | EMBANKMENT IN PLACE | 02230 | CUYD | 36,899.00 | 38,660.070 | 37,912.570 | 37,912.570 | 10.35 | 392,395.09 | ||
| 0490 | WATER | 02242 | MGAL | 5.00 | 5.000 | 5.000 | 5.000 | 10.00 | 50.00 | ||
| 0500 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 718.00 | 718.000 | 0.000 | 0.000 | 4.25 | 0.00 | ||
| 0510 | WATER GATE TYPE 1 | 02347 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,966.00 | 0.00 | ||
| 0520 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,600.00 | 4,600.000 | 4,932.500 | 4,932.500 | 16.00 | 78,920.00 | ||
| 0530 | GUARDRAIL TERMINAL SECTION NO 1 TEMP | 02360 | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 30.00 | 150.00 | ||
| 0540 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,610.00 | 10,440.00 | ||
| 0550 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 630.00 | 3,780.00 | ||
| 0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,960.00 | 9,800.00 | ||
| 0570 | TEMPORARY GUARDRAIL | 02397 | LF | 712.50 | 712.500 | 562.500 | 562.500 | 8.00 | 4,500.00 | ||
| 0580 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0590 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0600 | CHANNEL LINING CLASS II | 02483 | TON | 784.00 | 1,299.000 | 1,357.420 | 1,357.420 | 25.00 | 33,935.50 | ||
| 0610 | CLEARING AND GRUBBING 32.70 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 170,000.00 | 170,000.00 | ||
| 0620 | CONCRETE-CLASS B | 02555 | CUYD | 171.36 | 171.360 | 180.880 | 180.880 | 600.00 | 108,528.00 | ||
| 0630 | SIGNS | 02562 | SQFT | 424.00 | 424.000 | 1,287.750 | 1,287.750 | 7.50 | 9,658.12 | ||
| 0640 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 10,185.00 | 10,185.000 | 211.000 | 211.000 | 1.80 | 379.80 | ||
| 0650 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,547.00 | 10,547.000 | 841.990 | 841.990 | 1.80 | 1,515.58 | ||
| 0660 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 160,300.00 | 120,225.00 | ||
| 0670 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 197,375.00 | 197,375.00 | ||
| 0680 | TEMPORARY SILT FENCE | 02701 | LF | 8,755.00 | 12,655.000 | 12,328.000 | 12,328.000 | 3.85 | 47,462.80 | ||
| 0690 | SILT TRAP TYPE A | 02703 | EACH | 32.00 | 32.000 | 1.000 | 1.000 | 400.00 | 400.00 | ||
| 0700 | SILT TRAP TYPE B | 02704 | EACH | 59.00 | 59.000 | 47.000 | 47.000 | 200.00 | 9,400.00 | ||
| 0710 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 285.00 | 0.00 | ||
| 0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 177.00 | 177.000 | 19.000 | 19.000 | 285.00 | 5,415.00 | ||
| 0730 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 26,265.00 | 26,265.000 | 5,800.000 | 5,800.000 | 2.35 | 13,630.00 | ||
| 0740 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 3,870.00 | 3,870.000 | 344.460 | 3.000 | 347.460 | 38.00 | 13,089.48 | 13,203.48 |
| 0750 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 50,000.00 | 47,500.00 | ||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,218.00 | 12,138.000 | 15,453.720 | 15,453.720 | 1.15 | 17,771.77 | ||
| 0770 | TEMPORARY MULCH | 05952 | SQYD | 158,268.00 | 158,268.000 | 167,244.560 | 167,244.560 | 0.13 | 21,741.79 | ||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 18,576.00 | 18,576.000 | 18,978.790 | 18,978.790 | 0.18 | 3,416.18 | ||
| 0790 | TOPDRESSING FERTILIZER | 05966 | TON | 0.49 | 0.490 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 85,534.00 | 85,534.000 | 75,821.600 | 75,821.600 | 0.27 | 20,471.83 | ||
| 0810 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 12,830.00 | 12,830.000 | 21,835.420 | 21,835.420 | 0.18 | 3,930.37 | ||
| 0820 | SODDING | 05990 | SQYD | 7,348.00 | 7,348.000 | 700.000 | 700.000 | 4.45 | 3,115.00 | ||
| 0830 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 97,200.00 | 97,200.000 | 158,798.000 | 158,798.000 | 0.15 | 23,819.70 | ||
| 0840 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 47,436.00 | 47,436.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 0850 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 695.00 | 695.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 0860 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 239.00 | 239.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0870 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 803.00 | 803.000 | 0.000 | 0.000 | 1.25 | 0.00 | ||
| 0880 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 70.00 | 0.00 | ||
| 0890 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 1,215.00 | 1,215.000 | 53.000 | 53.000 | 2.50 | 132.50 | ||
| 0900 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 120.00 | 120.000 | 135.610 | 135.610 | 45.00 | 6,102.45 | ||
| 0910 | STONE MASONRY VENEER | 08004 | SQFT | 1,419.00 | 1,419.000 | 0.000 | 0.000 | 15.00 | 0.00 | ||
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 53.28 | 53.280 | 51.345 | 51.345 | 830.00 | 42,616.35 | ||
| 0930 | STEEL REINFORCEMENT | 08150 | LB | 2,721.00 | 2,721.000 | 2,630.500 | 2,630.500 | 1.00 | 2,630.50 | ||
| 0940 | SILT TRAP TYPE C | 20496NS843 | EACH | 49.00 | 49.000 | 3.000 | 3.000 | 215.00 | 645.00 | ||
| 0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 147.00 | 147.000 | 1.000 | 1.000 | 75.00 | 75.00 | ||
| 0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0970 | STEEL HANDRAIL | 21133ED | LF | 226.00 | 226.000 | 0.000 | 0.000 | 44.00 | 0.00 | ||
| 0980 | REMOVE, STORE, AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0990 | WET STONE MASONRY WALL | 21135ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 8004 | TEMPORARY SIGNAL SCHOOL FLASHERS | 04935 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,185.00 | 3,185.00 | ||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 14,402.320 | 33,267.980 | 0.000 | 33,267.980 | 1.00 | 33,267.98 | 33,267.98 |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 49,727.690 | 62,028.540 | 0.000 | 62,028.540 | 1.00 | 62,028.54 | 62,028.54 |
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0002 BRIDGE | ||||||
| 1000 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 135.00 | 0.00 | ||
| 1010 | FOUNDATION PREPARATION 24983 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,015.00 | 4,015.00 | ||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 63.10 | 63.100 | 63.100 | 63.100 | 625.00 | 39,437.50 | ||
| 1030 | STEEL REINFORCEMENT | 08150 | LB | 4,211.00 | 4,211.000 | 4,211.000 | 4,211.000 | 1.30 | 5,474.30 | ||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0003 BRIDGE | ||||||
| 1040 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 135.00 | 0.00 | ||
| 1050 | FOUNDATION PREPARATION 24984 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,995.00 | 2,995.00 | ||
| 1060 | CONCRETE-CLASS A | 08100 | CUYD | 56.60 | 56.600 | 56.600 | 56.600 | 625.00 | 35,375.00 | ||
| 1070 | STEEL REINFORCEMENT | 08150 | LB | 3,690.00 | 3,690.000 | 3,690.000 | 3,690.000 | 1.30 | 4,797.00 | ||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0004 LANDSCAPING | ||||||
| 1080 | ROADWAY EXCAVATION | 02200 | CUYD | 4,500.00 | 4,500.000 | 4,500.000 | 4,500.000 | 31.90 | 143,550.00 | ||
| 1090 | TEMPORARY SILT FENCE | 02701 | LF | 700.00 | 700.000 | 5,365.000 | 5,365.000 | 3.20 | 17,168.00 | ||
| 1100 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,110.00 | 6,110.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1110 | PIN OAK | 20511NS724 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1120 | RED MAPLE | 20512NS724 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1130 | TULIP POPLAR | 20516NS724 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1140 | HACKBERRY TREE | 20682NS724 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1150 | SYCAMORE TREE | 20683NS724 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1160 | SPICEBUSH | 20924NS724 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1170 | SILKY WILLOW | 21021ES724 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1180 | BLACK WALNUT | 21140NS724 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1190 | GREEN ASH | 21146NS724 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1200 | WHITE OAK | 21147NS724 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1210 | SILKY DOGWOOD | 21148NS724 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1220 | SILKY DOGWOOD | 21148NS724 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1230 | COMMON ELDERBERRY | 21149NS724 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 1240 | COMMON ELDERBERRY | 21149NS724 | EACH | 24.00 | 24.000 | 0.000 | |||||