|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/11/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091115 | Estimate Number | 0067 | Estimate Type FINAL | |||
| District Office | BOWLING GREEN (03320) Gearlds, Kevin L. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 01/01/2013 TO 04/29/2013 | ||||||
| Date Approved | 06/11/2013 | ||||||
| Primary Proj Number | DE08601630915 | ||||||
| Project No. | ARRA 0159 (006) | ||||||
| Primary County | MONROE | ||||||
| Name of Road | TOMPKINSVILLE-EDMONTON ROAD (KY 163) ARRA | ||||||
| Description | MONROE FROM 0.34 MILES SOUTH OF BUSHONG ROAD EXTENDING N TO 0.68 MILES SOUTH OF CYCLONE ROAD | ||||||
| Date Let | 05/22/2009 | Formal Acceptance | 10/16/2012 | ||||
| Date Awarded | 06/01/2009 | Date Work Began | 06/29/2009 | ||||
| Date Contract Executed | 06/12/2009 | Open To Traffic | 01/20/2012 | ||||
| Date NTP Issued | 06/12/2009 | Actual Completion Date | 01/20/2012 | ||||
| Current Contract Amount | $7,420,964.64 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,833,959.71 |
Total Earnings | $7,164,479.61 |
$7,141,483.47 |
$22,996.14 |
|
| Percent Complete | 96.61 |
Stockpiled Materials | $2,581.25 |
$2,581.25 |
$0.00 |
|
| Funds Available | $251,920.38 |
Gross Earnings | $7,167,060.86 |
$7,144,064.72 |
$22,996.14 |
|
| Total Change Orders | $587,004.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,169,044.26 |
$7,146,048.12 |
$22,996.14 |
|||
| Contract Id | 091115 | Change Order Summary |
County | MONROE | ||||||
| Estimate Nbr | 0067 | Project Number | ARRA 0159 (006) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 01/01/2013 TO 04/29/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Funds for Construction Revision #1 for Culvert Modification | Approved | 09/04/2009 | $32,310.32 | 2.0 | |||||
| 002 | Funds for Rock Roadbed | Approved | 12/21/2009 | $437,912.00 | 15.0 | |||||
| 003 | Additional Grade and Drain Work onPebblebrook Road Approach | Approved | 12/17/2009 | $53,564.20 | 2.0 | |||||
| 004 | Granular Pile Core for Bridge End Bent Construction | Approved | 08/13/2010 | $23,010.00 | 2.0 | |||||
| 005 | Spring Mitigation, Sinkhole Treatment, & Slope Mitigation | Approved | 08/22/2011 | $87,777.85 | 4.0 | |||||
| 006 | Rock Roadbed Quantity Adjustment | Approved | 11/07/2012 | $-47,569.44 | 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 |
||
| DE08601630915 | 0160 | CULVERT PIPE-42 IN | OTHER | 0003 | 0.00 |
$0.00 |
$1,983.40 |
||
| Contract Id | 091115 | COMMONWEALTH OF KENTUCKY |
County | MONROE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE08601630915 | |||||||
| Estimate Nbr | 0067 | Period | 01/01/2013 TO 04/29/2013 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | 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 | 00003 | TON | 8,942.00 | 8,942.000 | 5,377.410 | 5,377.410 | 19.45 | 104,590.62 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 182.00 | 682.000 | 1,295.190 | 1,295.190 | 21.00 | 27,198.99 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,218.00 | 4,218.000 | 3,009.720 | 3,009.720 | 62.55 | 188,257.98 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,751.00 | 1,751.000 | 1,557.440 | 1,557.440 | 67.65 | 105,360.81 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 990.00 | 0.00 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,136.00 | 1,136.000 | 587.470 | 587.470 | 69.75 | 40,976.03 | |||
| 0080 | ENTRANCE PIPE-15 IN | 00440 | LF | 582.00 | 582.000 | 357.000 | 357.000 | 33.00 | 11,781.00 | |||
| 0090 | ENTRANCE PIPE-18 IN | 00441 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 35.00 | 2,660.00 | |||
| 0100 | ENTRANCE PIPE-24 IN | 00443 | LF | 289.00 | 289.000 | 196.000 | 196.000 | 38.00 | 7,448.00 | |||
| 0110 | ENTRANCE PIPE-30 IN | 00445 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0120 | CULVERT PIPE-18 IN | 00462 | LF | 330.00 | 330.000 | 330.000 | 330.000 | 40.00 | 13,200.00 | |||
| 0130 | CULVERT PIPE-24 IN | 00464 | LF | 329.50 | 329.500 | 325.500 | 325.500 | 46.00 | 14,973.00 | |||
| 0140 | CULVERT PIPE-30 IN | 00466 | LF | 1,008.00 | 1,008.000 | 784.000 | 784.000 | 51.00 | 39,984.00 | |||
| 0150 | CULVERT PIPE-36 IN | 00468 | LF | 356.00 | 356.000 | 356.000 | 356.000 | 62.00 | 22,072.00 | |||
| 0160 | CULVERT PIPE-42 IN | 00469 | LF | 603.00 | 603.000 | 603.500 | 603.500 | 85.00 | 51,297.50 | |||
| 0170 | CULVERT PIPE-78 IN | 00475 | LF | 122.00 | 122.000 | 122.000 | 122.000 | 180.00 | 21,960.00 | |||
| 0180 | STORM SEWER PIPE-18 IN | 00522 | LF | 84.10 | 84.100 | 84.100 | 84.100 | 35.00 | 2,943.50 | |||
| 0190 | STORM SEWER PIPE-24 IN | 00524 | LF | 67.50 | 67.500 | 64.000 | 64.000 | 38.00 | 2,432.00 | |||
| 0200 | PERFORATED PIPE-4 IN | 01000 | LF | 955.70 | 955.700 | 1,253.000 | 1,253.000 | 4.20 | 5,262.60 | |||
| 0210 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,086.90 | 1,086.900 | 394.000 | 394.000 | 4.60 | 1,812.40 | |||
| 0220 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 412.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 440.00 | 0.00 | |||
| 0240 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 460.00 | 9,200.00 | |||
| 0250 | REMOVE PIPE | 01310 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0260 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 1,375.00 | 9,625.00 | |||
| 0270 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,485.00 | 7,425.00 | |||
| 0280 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0290 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,100.00 | 15,500.00 | |||
| 0300 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0310 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 0320 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,600.00 | 6,600.00 | |||
| 0330 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0340 | BARRICADE-TYPE III | 02014 | EACH | 13.00 | 13.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0350 | TEMP DITCH | 02159 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | ROADWAY EXCAVATION | 02200 | CUYD | 1,065,037.00 | 1,094,002.000 | 1,113,078.060 | 1,113,078.060 | 1.97 | 2,192,763.77 | |||
| 0370 | WATER | 02242 | MGAL | 3,740.00 | 3,740.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0380 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 650.00 | 650.000 | 600.000 | 600.000 | 17.10 | 10,260.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 1,830.00 | 3,660.00 | |||
| 0400 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 141.00 | 141.000 | 132.000 | 132.000 | 126.56 | 16,705.92 | |||
| 0410 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 126.56 | 253.12 | |||
| 0420 | WITNESS POST | 02432 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 18.00 | 648.00 | |||
| 0430 | CHANNEL LINING CLASS II | 02483 | TON | 9,002.50 | 9,002.500 | 6,182.570 | 6,182.570 | 19.90 | 123,033.14 | |||
| 0440 | CHANNEL LINING CLASS III | 02484 | TON | 7,766.60 | 7,766.600 | 7,764.270 | 7,764.270 | 19.90 | 154,508.97 | |||
| 0450 | CLEARING AND GRUBBING 89.6 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
| 0460 | SIGNS | 02562 | SQFT | 398.00 | 398.000 | 363.000 | 363.000 | 7.00 | 2,541.00 | |||
| 0470 | EDGE KEY | 02585 | LF | 30.00 | 30.000 | 100.000 | 100.000 | 76.00 | 7,600.00 | |||
| 0480 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,853.00 | 19,653.000 | 31,253.718 | 31,253.718 | 2.00 | 62,507.43 | |||
| 0490 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0510 | DIVERSIONS (BY-PASS DETOURS) JOHN EATON ROAD | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,543.00 | 24,543.00 | |||
| 0520 | DIVERSIONS (BY-PASS DETOURS) ROCKBRIDGE ROAD | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,045.00 | 45,045.00 | |||
| 0530 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0540 | EROSION CONTROL BLANKET | 05950 | SQYD | 27,623.90 | 27,623.900 | 32,748.830 | 32,748.830 | 1.10 | 36,023.71 | |||
| 0550 | TOPDRESSING FERTILIZER | 05966 | TON | 22.40 | 22.400 | 20.000 | 20.000 | 930.00 | 18,600.00 | |||
| 0560 | SEEDING AND PROTECTION | 05985 | SQYD | 349,700.00 | 349,700.000 | 349,700.000 | 349,700.000 | 0.32 | 111,904.00 | |||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,400.00 | 7,400.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,800.00 | 6,800.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0590 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 17.75 | 426.00 | |||
| 0600 | CONCRETE-CLASS A | 08100 | CUYD | 72.58 | 72.580 | 93.490 | 93.490 | 650.00 | 60,768.50 | |||
| 0610 | STEEL REINFORCEMENT | 08150 | LB | 5,888.00 | 5,888.000 | 5,888.000 | 5,888.000 | 2.00 | 11,776.00 | |||
| 0620 | FUEL ADJUSTMENT | 10020NS | DOLL | 285,353.00 | 285,353.000 | 207,247.030 | 207,247.030 | 1.00 | 207,247.03 | |||
| 0630 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 18,290.00 | 18,290.000 | 24,884.290 | 24,884.290 | 1.00 | 24,884.29 | |||
| 0640 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 579.00 | 579.000 | 1,486.500 | 1,486.500 | 7.75 | 11,520.37 | |||
| 0650 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 92,316.00 | 92,316.00 | |||
| 8002 | ROCK ROADBED | 23664EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 396,412.00 | 0.00 | |||
| 8003 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 4.000 | 10.000 | 10.000 | 5,000.00 | 50,000.00 | |||
| 8004 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 0.00 | 500.000 | 710.060 | 710.060 | 33.00 | 23,431.98 | |||
| 8006 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 1,000.000 | 792.000 | 792.000 | 6.00 | 4,752.00 | |||
| 8007 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 2,500.000 | 4,785.980 | 4,785.980 | 19.00 | 90,933.62 | |||
| 8008 | CONCRETE-CLASS B Cap Sinkhole | 02555 | CUYD | 0.00 | 5.000 | 6.000 | 6.000 | 525.00 | 3,150.00 | |||
| 8009 | STEEL REINFORCEMENT Cap Sinkhole | 08150 | LB | 0.00 | 800.000 | 768.960 | 768.960 | 1.32 | 1,015.02 | |||
| 8010 | ROCK ROADBED | 23664EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 348,842.56 | 348,842.56 | |||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0660 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 306,029.81 | 306,029.81 | |||
| 0670 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 91,984.54 | 22,996.13 | 91,984.54 | |
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0003 BRIDGE | |||||||
| 0680 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 245.00 | 245.000 | 812.840 | 812.840 | 33.00 | 26,823.72 | |||
| 0690 | MASONRY COATING | 02998 | SQYD | 2,109.00 | 2,109.000 | 1,076.260 | 1,076.260 | 8.00 | 8,610.08 | |||
| 0700 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.30 | 88.300 | 88.300 | 88.300 | 56.00 | 4,944.80 | |||
| 0710 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 463.00 | 463.000 | 442.220 | 442.220 | 20.00 | 8,844.40 | |||
| 0720 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 229.00 | 229.000 | 183.820 | 183.820 | 65.00 | 11,948.30 | |||
| 0730 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 4,106.00 | 4,106.000 | 1,752.660 | 1,752.660 | 22.00 | 38,558.52 | |||
| 0740 | TEST PILES | 08033 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 51.00 | 4,386.00 | |||
| 0750 | PILES-STEEL HP12X53 | 08046 | LF | 564.00 | 564.000 | 487.600 | 487.600 | 51.00 | 24,867.60 | |||
| 0760 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 107.00 | 1,712.00 | |||
| 0770 | CONCRETE-CLASS A | 08100 | CUYD | 618.30 | 618.300 | 618.300 | 618.300 | 288.00 | 178,070.40 | |||
| 0780 | CONCRETE-CLASS AA | 08104 | CUYD | 653.40 | 653.400 | 643.400 | 643.400 | 460.00 | 295,964.00 | |||
| 0790 | STEEL REINFORCEMENT | 08150 | LB | 101,181.00 | 101,181.000 | 101,181.000 | 101,181.000 | 0.79 | 79,932.99 | |||
| 0800 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 204,721.00 | 204,721.000 | 204,721.000 | 204,721.000 | 0.81 | 165,824.01 | |||
| 0810 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,240.80 | 2,240.800 | 2,240.800 | 2,240.800 | 212.00 | 475,049.60 | |||
| 0820 | RAIL SYSTEM TYPE III | 21532ED | LF | 906.60 | 906.600 | 906.600 | 906.600 | 70.00 | 63,462.00 | |||
| 8005 | GRANULAR PILE CORE | 20209EP69 | CUYD | 0.00 | 567.000 | 567.000 | 567.000 | 30.00 | 17,010.00 | |||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0004 BRIDGE | |||||||
| 0830 | FOUNDATION PREPARATION 25990 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0840 | CONCRETE-CLASS A | 08100 | CUYD | 280.90 | 328.700 | 328.700 | 328.700 | 288.00 | 94,665.60 | |||
| 0850 | STEEL REINFORCEMENT | 08150 | LB | 48,937.00 | 55,885.000 | 55,885.000 | 55,885.000 | 0.79 | 44,149.15 | |||
| 8000 | LOW FLOW DIVERSION CURB | 08410 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,080.00 | 10,080.00 | |||
| 8001 | FOUNDATION PREPARATION | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,975.00 | 9,975.00 | |||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0005 BRIDGE | |||||||
| 0860 | FOUNDATION PREPARATION 25991 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0870 | CONCRETE-CLASS A | 08100 | CUYD | 56.00 | 56.000 | 56.000 | 56.000 | 288.00 | 16,128.00 | |||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 6,829.00 | 6,829.000 | 6,829.000 | 6,829.000 | 0.79 | 5,394.91 | |||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0006 BRIDGE | |||||||
| 0890 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 99.830 | 99.830 | 65.00 | 6,488.95 | |||
| 0900 | FOUNDATION PREPARATION 25992 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 0910 | CONCRETE-CLASS A | 08100 | CUYD | 1,016.60 | 1,016.600 | 1,016.600 | 1,016.600 | 288.00 | 292,780.80 | |||
| 0920 | STEEL REINFORCEMENT | 08150 | LB | 90,274.00 | 90,274.000 | 90,274.000 | 90,274.000 | 0.79 | 71,316.46 | |||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0007 TRAINEES | |||||||
| 0930 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 273.000 | 273.000 | 1.00 | 273.00 | |||
| Project | DE08601630915 | Fed/State Project Number | ARRA 0159 (006) | Category | 0008 LANDSCAPING | |||||||
| 0101 | FLOWERING DOGWOOD (ADDED: 5-7-09) | 20566NS724 | EACH | 1,391.00 | 1,391.000 | 560.000 | 560.000 | 3.36 | 1,881.60 | |||
| 0111 | EASTERN REDBUD (ADDED: 5-7-09) | 20014ES724 | EACH | 1,391.00 | 1,391.000 | 560.000 | 560.000 | 2.88 | 1,612.80 | |||
| 0940 | PIN OAK (ADDED: 5-7-09) | 20511NS724 | EACH | 166.00 | 166.000 | 80.000 | 80.000 | 31.37 | 2,509.60 | |||
| 0950 | SWAMP CHESTNUT (ADDED: 5-7-09) | 20975NS724 | EACH | 166.00 | 166.000 | 80.000 | 80.000 | 31.37 | 2,509.60 | |||
| 0960 | SHELLBARK HICKORY (ADDED: 5-7-09) | 21568ES724 | EACH | 166.00 | 166.000 | 80.000 | 80.000 | 32.37 | 2,589.60 | |||
| 0970 | PERSIMMON (ADDED: 5-7-09) | 22920NS724 | EACH | 1,391.00 | 1,391.000 | 560.000 | 560.000 | 2.88 | 1,612.80 | |||
| 0980 | TULIP POPLAR (YELLOW) (ADDED: 5-7-09) | 20516NS724 | EACH | 1,391.00 | 1,391.000 | 560.000 | 560.000 | 2.88 | 1,612.80 | |||
| 0990 | HICKORY (MIXED) (ADDED: 5-7-09) | 23489ES724 | EACH | 1,391.00 | 1,391.000 | 560.000 | 560.000 | 3.67 | 2,055.20 | |||
| SUBTOT | $22,996.13 |
$7,164,479.55 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0810-1-0I |
I BEAM, TYPE 4 | LF |
2,256.49 | 0009 | $132.510000 | $299,007.48 | ||||||
0780-1-0I |
STAY IN PL FORMS | CUYD |
653.40 | 0017 | $35.939400 | $23,482.80 | ||||||
0780-2-0I |
STAY IN PL FORMS | CUYD |
653.40 | 0018 | $50.215920 | $32,811.08 | ||||||
0810-1-0A |
I BEAM, TYPE 4 | LF |
1,338.00 | 0011 | $132.510000 | $-177,298.37 | ||||||
0810-1-0A |
I BEAM, TYPE 4 | LF |
451.65 | 0013 | $132.510000 | $-59,848.14 | ||||||
0810-1-0A |
I BEAM, TYPE 4 | LF |
451.15 | 0024 | $132.510000 | $-59,781.88 | ||||||
0780-2-0A |
STAY IN PL FORMS | CUYD |
633.40 | 0026 | $50.215920 | $-31,806.76 | ||||||
0780-2-0A |
STAY IN PL FORMS | CUYD |
10.00 | 0046 | $50.215920 | $-502.16 | ||||||
0780-10C |
STAY IN PL FORMS | CUYD |
0.00 | 0018 | $35.939394 | $-23,482.80 | ||||||
| SUBTOT | $2,581.25 |
|||||||||||