|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091304 | Estimate Number | 0024 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05340) Nation, Russell D. | ||||||
| Contractor | GARRISON CONSTRUCTION COMPANY INC | ADDR SN 2 VC Code VC0000132790 | |||||
| 6960 GREENSBURG ROAD | |||||||
| GREENSBURG , KY , 42743 | |||||||
| Pay Period | 01/13/2012 TO 02/02/2012 | ||||||
| Date Approved | 02/17/2012 | ||||||
| Primary Proj Number | DE01514940904 | ||||||
| Project No. | CB01 015 1494 B00025 | ||||||
| Primary County | BULLITT | ||||||
| Name of Road | BEECH GROVE ROAD (KY 1494) | ||||||
| Description | REPLACE BRIDGE OVER LONG LICK CREEK LOCATED 2.5 MILES SOUTHWEST OF KY 61 JUST SOUTH OF SHEPHERDSVILLE (MP 5.542) | ||||||
| Date Let | 08/21/2009 | Formal Acceptance | 10/20/2010 | ||||
| Date Awarded | 09/01/2009 | Date Work Began | 11/09/2009 | ||||
| Date Contract Executed | 10/14/2009 | Open To Traffic | 08/30/2010 | ||||
| Date NTP Issued | 10/14/2009 | Actual Completion Date | 08/30/2010 | ||||
| Current Contract Amount | $1,093,834.28 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,046,690.37 |
Total Earnings | $1,086,821.54 |
$1,082,954.45 |
$3,867.09 |
|
| Percent Complete | 99.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $7,012.74 |
Gross Earnings | $1,086,821.54 |
$1,082,954.45 |
$3,867.09 |
|
| Total Change Orders | $47,143.91 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,086,821.54 |
$1,082,954.45 |
$3,867.09 |
|||
| Contract Id | 091304 | Change Order Summary |
County | BULLITT | ||||||
| Estimate Nbr | 0024 | Project Number | CB01 015 1494 B00025 | |||||||
| Contractor | GARRISON CONSTRUCTION COMPANY INC | Period | 01/13/2012 TO 02/02/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Days, Mass Concrete, and Undecut | Approved | 12/21/2010 | $47,143.91 | 82.0 | |||||
| 002 | Non Spec Material Override | Approved | 08/30/2010 | $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 | 091304 | COMMONWEALTH OF KENTUCKY |
County | BULLITT | ||||||
| Contract No | E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE01514940904 | ||||||
| Estimate Nbr | 0024 | Period | 01/13/2012 TO 02/02/2012 | |||||||
| Contractor | GARRISON CONSTRUCTION COMPANY INC | |||||||||
| Project | DE01514940904 | Fed/State Project Number | CB01 015 1494 B00025 | 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 | 186.00 | 287.990 | 309.260 | 309.260 | 32.78 | 10,137.54 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 5.000 | 5.000 | 402.50 | 2,012.50 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.560 | 0.560 | 1,725.00 | 966.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 270.00 | 270.000 | 275.270 | 275.270 | 98.00 | 26,976.46 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 37.00 | 37.000 | 50.920 | 50.920 | 172.50 | 8,783.70 | |||
| 0060 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7.50 | 45.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 157.98 | 631.92 | |||
| 0080 | TEMP DITCH | 02159 | LF | 400.00 | 400.000 | 170.000 | 170.000 | 1.42 | 241.40 | |||
| 0090 | EMBANKMENT IN PLACE | 02230 | CUYD | 385.00 | 385.000 | 385.000 | 385.000 | 14.12 | 5,436.20 | |||
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 46.50 | 4,650.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,426.00 | 9,704.00 | |||
| 0120 | REMOVE GUARDRAIL | 02381 | LF | 391.00 | 391.000 | 391.000 | 391.000 | 3.30 | 1,290.30 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 88.25 | 706.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 53.65 | 429.20 | |||
| 0150 | CLEARING AND GRUBBING 0.6 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 0160 | SIGNS | 02562 | SQFT | 390.00 | 390.000 | 368.000 | 368.000 | 5.14 | 1,891.52 | |||
| 0170 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 46.00 | 1,840.00 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0190 | TEMP SILT FENCE | 02701 | LF | 600.00 | 600.000 | 496.000 | 496.000 | 2.17 | 1,076.32 | |||
| 0200 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 161.05 | 161.05 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 177.92 | 355.84 | |||
| 0220 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 130.97 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 2.00 | 2.00 | |||
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 2.00 | 4.00 | |||
| 0250 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0260 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,800.00 | 1,800.000 | 744.000 | 744.000 | 0.45 | 334.80 | |||
| 0270 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0280 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,500.00 | 20,500.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 454.00 | 454.000 | 360.000 | 360.000 | 1.95 | 702.00 | |||
| 0300 | TEMP MULCH | 05952 | SQYD | 2,886.00 | 2,886.000 | 490.000 | 490.000 | 0.35 | 171.50 | |||
| 0310 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 287.00 | 287.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0320 | TOPDRESSING FERTILIZER | 05966 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 2,500.00 | 500.00 | |||
| 0330 | SEEDING AND PROTECTION | 05985 | SQYD | 2,886.00 | 2,886.000 | 2,363.000 | 2,363.000 | 0.78 | 1,843.14 | |||
| 0340 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 1,331.00 | 1,331.000 | 904.000 | 904.000 | 0.20 | 180.80 | |||
| 0350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,412.00 | 1,412.000 | 1,466.000 | 1,466.000 | 0.86 | 1,260.76 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -4,772.040 | -4,772.040 | 1.00 | -4,772.04 | |||
| 8002 | STAKING Additional Staking | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8003 | ROADWAY EXCAVATION Undercut | 02200 | CUYD | 0.00 | 130.000 | 130.000 | 130.000 | 41.54 | 5,400.20 | |||
| 8004 | FABRIC-GEOTEXTILE TYPE I Undercut | 02596 | SQYD | 0.00 | 833.000 | 833.000 | 833.000 | 3.00 | 2,499.00 | |||
| 8005 | MOBILIZATION Undercut | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,692.22 | 9,692.22 | |||
| Project | DE01514940904 | Fed/State Project Number | CB01 015 1494 B00025 | Category | 0002 WATERLINE | |||||||
| 0370 | TIE-IN TO WATER LINE (EXISTING) | 03460 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0390 | ROCK REMOVAL | 23312EC | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0400 | LEAK DETECTION ASSEMBLY | 23363EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0410 | ACCEPTANCE TESTING | 23364EC | DAY | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0420 | DUCTILE IRON PIPE-8 IN-INSTALL | 23374EC | LF | 270.00 | 270.000 | 291.000 | 291.000 | 48.00 | 13,968.00 | |||
| Project | DE01514940904 | Fed/State Project Number | CB01 015 1494 B00025 | Category | 0003 BRIDGE | |||||||
| 0430 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 170.00 | 376.530 | 385.900 | 385.900 | 26.38 | 10,180.04 | |||
| 0440 | GRANULAR EMBANKMENT | 02223 | CUYD | 460.00 | 460.000 | 484.500 | 484.500 | 12.29 | 5,954.50 | |||
| 0450 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 43.97 | 659.55 | |||
| 0460 | MASONRY COATING | 02998 | SQYD | 200.00 | 200.000 | 200.000 | 200.000 | 9.36 | 1,872.00 | |||
| 0470 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 114.50 | 5,496.00 | |||
| 0480 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 585.00 | 585.000 | 585.000 | 585.000 | 14.28 | 8,353.80 | |||
| 0490 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,330.00 | 1,330.000 | 1,482.010 | 1,482.010 | 27.00 | 40,014.27 | |||
| 0500 | TEST PILES | 08033 | LF | 102.00 | 102.000 | 100.000 | 100.000 | 82.00 | 8,200.00 | |||
| 0510 | PILES-STEEL HP14X89 | 08051 | LF | 276.00 | 276.000 | 268.440 | 268.440 | 98.00 | 26,307.12 | |||
| 0520 | PILE POINTS-14 IN | 08095 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 117.93 | 943.44 | |||
| 0530 | CONCRETE-CLASS A | 08100 | CUYD | 101.60 | 101.600 | 101.600 | 101.600 | 473.73 | 48,130.96 | |||
| 0540 | CONCRETE-CLASS AA | 08104 | CUYD | 60.70 | 60.700 | 60.700 | 60.700 | 506.49 | 30,743.94 | |||
| 0550 | STEEL REINFORCEMENT | 08150 | LB | 14,394.00 | 14,394.000 | 14,394.000 | 14,394.000 | 1.31 | 18,856.14 | |||
| 0560 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 7,936.00 | 7,936.000 | 7,936.000 | 7,936.000 | 1.36 | 10,792.96 | |||
| 0570 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 864.00 | 864.000 | 864.000 | 864.000 | 213.00 | 184,032.00 | |||
| 0580 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 276.00 | 276.000 | 276.000 | 276.000 | 133.00 | 36,708.00 | |||
| 0590 | ROCK SOUNDINGS | 20745ED | LF | 189.00 | 189.000 | 109.500 | 109.500 | 34.10 | 3,733.95 | |||
| 0600 | ROCK CORINGS | 20746ED | LF | 145.00 | 145.000 | 106.400 | 106.400 | 73.70 | 7,841.68 | |||
| 0610 | CSL ACCESS TUBING (4 TUBES) | 21319NC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 0620 | CSL TESTING MOBILIZATION | 22590NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 0630 | CSL TESTING (4 TUBES) | 22839NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,100.00 | 6,600.00 | |||
| 0640 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 150.00 | 150.000 | 126.700 | 126.700 | 413.00 | 52,327.10 | |||
| 0650 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 63.00 | 63.000 | 83.520 | 83.520 | 460.00 | 38,419.20 | |||
| Project | DE01514940904 | Fed/State Project Number | CB01 015 1494 B00025 | Category | 0004 TIEBACK RETAINING WALL | |||||||
| 0660 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,300.00 | 36,300.00 | |||
| 0670 | MASONRY COATING | 02998 | SQYD | 70.00 | 70.000 | 70.000 | 70.000 | 9.36 | 655.20 | |||
| 0680 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0690 | RETAINING WALL (TIEBACK) | 08018 | SQFT | 1,288.00 | 1,288.000 | 1,288.000 | 1,288.000 | 198.00 | 255,024.00 | |||
| 0700 | INSTRUMENTATION | 20610NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,125.00 | 22,125.00 | |||
| 8001 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 101.000 | 101.000 | 101.000 | 161.00 | 16,261.00 | |||
| Project | DE01514940904 | Fed/State Project Number | CB01 015 1494 B00025 | Category | 0010 DEMOBILIZATION | |||||||
| 0710 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 15,468.34 | 3,867.08 | 15,468.34 | |
| SUBTOT | $3,867.08 |
$1,086,821.54 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0570-1-0I |
PRECAST PC BOX BEAM CB17-48 | LF |
864.00 | 0005 | $111.450000 | $91,485.55 | ||||||
0690-1-0I |
RETAINING WALL | LF |
900.00 | 0013 | $30.010000 | $27,009.00 | ||||||
0570-1-0A |
PRECAST PC BOX BEAM CB17-48 | LF |
576.00 | 0015 | $111.450000 | $-60,990.37 | ||||||
0690-1-0A |
RETAINING WALL | LF |
719.71 | 0015 | $30.010000 | $-21,598.57 | ||||||
0570-1-0A |
PRECAST PC BOX BEAM CB17-48 | LF |
288.00 | 0016 | $111.450000 | $-30,495.18 | ||||||
0690-1-0A |
RETAINING WALL | LF |
110.40 | 0016 | $30.010000 | $-3,313.18 | ||||||
0690-1-0A |
RETAINING WALL | LF |
69.87 | 0020 | $30.010000 | $-2,096.95 | ||||||
0690-10C |
RETAINING WALL | LF |
0.00 | 0023 | $30.010000 | $-0.30 | ||||||
| SUBTOT | $0.00 |
|||||||||||