|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061110 | Estimate Number | 0019 | Estimate Type FINAL | |||
| District Office | COVINGTON (06380) Young, Brian C. | ||||||
| Contractor | A S L EXCAVATING INC | ADDR SN 0 VC Code VC0000110724 | |||||
| P O BOX 321 | |||||||
| FLEMINGSBURG , KY , 41041 | |||||||
| Pay Period | 03/21/2009 TO 01/31/2012 | ||||||
| Date Approved | 02/17/2012 | ||||||
| Primary Proj Number | DE09400220610 | ||||||
| Project No. | STPS 5140(24) | ||||||
| Primary County | OWEN | ||||||
| Name of Road | SQUIRESVILLE ROAD (KY 22) | ||||||
| Description | RECONSTRUCT INTERSECTION - HORIZONTAL SIGHT DISTANCE REALIGNMENT AND IMPROVE SIGHT DISTANCE AT (KY 1982) | ||||||
| Date Let | 10/27/2006 | Formal Acceptance | 08/08/2008 | ||||
| Date Awarded | 11/03/2006 | Date Work Began | 04/02/2007 | ||||
| Date Contract Executed | 11/28/2006 | Open To Traffic | 09/11/2007 | ||||
| Date NTP Issued | 11/28/2006 | Actual Completion Date | 09/11/2007 | ||||
| Current Contract Amount | $891,587.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $879,998.84 |
Total Earnings | $855,642.25 |
$851,917.88 |
$3,724.37 |
|
| Percent Complete | 95.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $35,944.88 |
Gross Earnings | $855,642.25 |
$851,917.88 |
$3,724.37 |
|
| Total Change Orders | $11,588.29 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $855,642.25 |
$851,917.88 |
$3,724.37 |
|||
| Contract Id | 061110 | Change Order Summary |
County | OWEN | ||||||
| Estimate Nbr | 0019 | Project Number | STPS 5140(24) | |||||||
| Contractor | A S L EXCAVATING INC | Period | 03/21/2009 TO 01/31/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Waterline Adjustments | Approved | 09/07/2007 | $14,466.49 | 2.0 | |||||
| 002 | Additional items for punchlist work | Approved | 07/16/2008 | $-2,878.20 | 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 | 061110 | COMMONWEALTH OF KENTUCKY |
County | OWEN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09400220610 | |||||||
| Estimate Nbr | 0019 | Period | 03/21/2009 TO 01/31/2012 | |||||||
| Contractor | A S L EXCAVATING INC | |||||||||
| Project | DE09400220610 | Fed/State Project Number | STPS 5140(24) | 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 | 4,052.00 | 4,052.000 | 3,561.850 | 3,561.850 | 14.75 | 52,537.28 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 8,810.00 | 6,416.000 | 6,416.000 | 6,416.000 | 2.40 | 15,398.40 | |||
| 0030 | LIME | 00014 | TON | 211.00 | 97.200 | 97.200 | 97.200 | 112.00 | 10,886.40 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,856.00 | 2,856.000 | -0.800 | 3,212.130 | 3,211.330 | 55.74 | -44.59 | 178,999.53 | |
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 640.00 | 640.000 | 935.170 | 935.170 | 58.20 | 54,426.89 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 70.00 | 70.000 | 6.000 | 6.000 | 5.50 | 33.00 | |||
| 0080 | ENTRANCE PIPE-12 INCH | 00439 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 23.05 | 576.25 | |||
| 0090 | ENTRANCE PIPE-15 INCH | 00440 | LF | 222.00 | 222.000 | 242.000 | 242.000 | 27.40 | 6,630.80 | |||
| 0100 | CULVERT PIPE-18 INCH | 00462 | LF | 134.00 | 134.000 | 134.000 | 134.000 | 63.15 | 8,462.10 | |||
| 0110 | CULVERT PIPE-36 INCH | 00468 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 82.40 | 11,948.00 | |||
| 0120 | PERFORATED PIPE-6 INCH | 01001 | LF | 277.00 | 277.000 | 0.000 | 0.000 | 7.45 | 0.00 | |||
| 0130 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 48.00 | 48.000 | 62.500 | 62.500 | 12.55 | 784.37 | |||
| 0140 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 0150 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,016.00 | 4,032.00 | |||
| 0160 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 0170 | REMOVE PAVEMENT | 02091 | SQYD | 1,641.00 | 1,641.000 | 856.000 | 856.000 | 4.91 | 4,202.96 | |||
| 0180 | TEMPORARY DITCH | 02159 | LF | 1,410.00 | 1,410.000 | 750.000 | 750.000 | 2.48 | 1,860.00 | |||
| 0190 | ROADWAY EXCAVATION | 02200 | CUYD | 46,706.00 | 46,706.000 | 46,706.000 | 46,706.000 | 4.49 | 209,709.94 | |||
| 0200 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,974.00 | 1,974.000 | 1,743.500 | 1,743.500 | 24.20 | 42,192.70 | |||
| 0210 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,575.00 | 1,575.000 | 1,587.500 | 1,587.500 | 17.35 | 27,543.12 | |||
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,645.99 | 2,645.99 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,632.58 | 2,632.58 | |||
| 0260 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 66.00 | 2,046.00 | |||
| 0270 | CHANNEL LINING CLASS II | 02483 | TON | 279.00 | 279.000 | 324.790 | 324.790 | 20.80 | 6,755.63 | |||
| 0280 | CHANNEL LINING CLASS III | 02484 | TON | 287.00 | 287.000 | 269.260 | 269.260 | 21.80 | 5,869.86 | |||
| 0290 | CLEARING AND GRUBBING APPROX 7.1 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,967.50 | 17,967.50 | |||
| 0300 | SIGNS | 02562 | SQFT | 203.00 | 203.000 | 168.000 | 168.000 | 9.60 | 1,612.80 | |||
| 0310 | EDGE KEY | 02585 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0320 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 4,170.00 | 4,170.000 | 7,629.000 | 7,629.000 | 1.42 | 10,833.18 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,002.00 | 14,002.00 | |||
| 0340 | TEMPORARY SILT FENCE | 02701 | LF | 1,410.00 | 1,410.000 | 1,807.000 | 1,807.000 | 2.46 | 4,445.22 | |||
| 0350 | SAND FOR BLOTTER | 02702 | TON | 177.00 | 177.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0360 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 425.00 | 850.00 | |||
| 0370 | SILT TRAP TYPE B | 02704 | EACH | 30.00 | 30.000 | 12.000 | 12.000 | 142.00 | 1,704.00 | |||
| 0380 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0390 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 90.00 | 90.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0400 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,820.00 | 2,820.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0420 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,694.00 | 1,694.000 | 1,710.000 | 1,710.000 | 1.22 | 2,086.20 | |||
| 0430 | TEMPORARY MULCH | 05952 | SQYD | 34,364.00 | 34,364.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0440 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,050.00 | 7,050.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0450 | TOPDRESSING FERTILIZER | 05966 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 396.50 | 0.00 | |||
| 0460 | SEEDING AND PROTECTION | 05985 | SQYD | 34,364.00 | 34,364.000 | 22,594.000 | 22,594.000 | 0.29 | 6,552.26 | |||
| 0470 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 10,046.00 | 10,046.000 | 10,030.000 | 10,030.000 | 0.18 | 1,805.40 | |||
| 0480 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,200.00 | 20,200.000 | 5,576.000 | 5,576.000 | 0.17 | 947.92 | |||
| 0490 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,112.00 | 12,112.000 | 7,842.000 | 7,842.000 | 0.18 | 1,411.56 | |||
| 0500 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 25.00 | 25.000 | 38.000 | 38.000 | 12.50 | 475.00 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 6.16 | 6.160 | 6.160 | 6.160 | 923.80 | 5,690.60 | |||
| 0520 | STEEL REINFORCEMENT | 08150 | LB | 379.00 | 379.000 | 379.000 | 379.000 | 2.20 | 833.80 | |||
| 0530 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 6,938.00 | 6,938.000 | 2,386.660 | 2,386.660 | 1.00 | 2,386.66 | |||
| 0540 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,048.00 | 9,048.000 | 94.960 | 5,334.300 | 5,429.260 | 1.00 | 94.96 | 5,429.26 | |
| 0550 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 6,244.00 | 6,244.000 | 422.770 | -11,881.430 | -11,458.660 | 1.00 | 422.77 | -11,458.66 | |
| 0560 | SILT TRAP TYPE C | 20496NS843 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 325.00 | 650.00 | |||
| 0570 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0580 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0590 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,331.00 | 1,331.000 | 491.000 | 491.000 | 1.80 | 883.80 | |||
| 8004 | DRAIN ASSEMBLY | 20154EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,425.00 | 2,425.00 | |||
| 8005 | DGA BASE REVISED PRICE | 00001 | TON | 0.00 | 350.000 | 270.770 | 270.770 | 24.18 | 6,547.21 | |||
| 8006 | CRUSHED AGGREGATE SIZE NO 2 REVISED PRICE | 00078 | TON | 0.00 | 50.000 | 27.370 | 27.370 | 34.50 | 944.26 | |||
| 8007 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8008 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| Project | DE09400220610 | Fed/State Project Number | STPS 5140(24) | Category | 0002 DEMOBILIZATION | |||||||
| 0600 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 13,004.90 | 3,251.22 | 13,004.90 | |
| Project | DE09400220610 | Fed/State Project Number | STPS 5140(24) | Category | 0003 WATERLINE | |||||||
| 0610 | STEEL ENCASEMENT PIPE-3 INCH | 01060 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 55.00 | 5,500.00 | |||
| 0620 | STEEL PIPE-4 INCH | 03343 | LF | 61.00 | 61.000 | 61.000 | 61.000 | 60.00 | 3,660.00 | |||
| 0630 | PLASTIC PIPE-3/4 INCH | 03369 | LF | 278.00 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0640 | PVC PIPE-2 INCH | 03381 | LF | 493.00 | 0.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0650 | PVC PIPE-4 INCH | 03383 | LF | 73.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0660 | PVC PIPE-12 INCH | 03391 | LF | 1,230.00 | 0.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0670 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0680 | ELBOW AND VALVE ASSEMBLY 12" X 12" | 21702NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0690 | ELBOW AND VALVE ASSEMBLY 2" X 2" | 21702NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0700 | RESET SERVICE METER | 21703NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 8000 | PLASTIC PIPE-3/4 INCH Revised for tracer wire | 03369 | LF | 0.00 | 462.000 | 462.000 | 462.000 | 15.50 | 7,161.00 | |||
| 8001 | PVC PIPE-2 INCH Revised for Tracer Wire | 03381 | LF | 0.00 | 1,124.000 | 1,124.000 | 1,124.000 | 14.50 | 16,298.00 | |||
| 8002 | PVC PIPE-12 INCH Revised for Tracer Wire | 03391 | LF | 0.00 | 1,447.000 | 1,447.000 | 1,447.000 | 31.50 | 45,580.50 | |||
| 8003 | EW~ Waterline in Rock Cut | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,088.99 | 1,088.99 | |||
| SUBTOT | $3,724.36 |
$855,642.21 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||