|
ContID 071032 EST NO 0006 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071032 | Estimate Number | 0006 | 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 | 01/12/2008 TO 01/23/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE07608760732 | ||||||
| Project No. | FD04 076 0876 001-002 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | BARNES MILL ROAD (KY 876) | ||||||
| Description | RECONSTRUCT/IMPROVE KY 876 BARNES MILL ROAD-WINERY SECTION | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | |||||
| Date Awarded | 09/24/2007 | Date Work Began | 11/06/2007 | ||||
| Date Contract Executed | 10/01/2007 | Open To Traffic | |||||
| Date NTP Issued | 10/01/2007 | Actual Completion Date | |||||
| Current Contract Amount | $2,457,932.28 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,457,932.28 |
Total Earnings | $335,012.17 |
$332,898.92 |
$2,113.25 |
|
| Percent Complete | 13.63 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,122,920.11 |
Gross Earnings | $335,012.17 |
$332,898.92 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $335,012.17 |
$332,898.92 |
2,113.25 |
|||
| Contract Id | 071032 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0006 | Project Number | FD04 076 0876 001-002 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 01/12/2008 TO 01/23/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 071032 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07608760732 | ||||||
| Estimate Nbr | 0006 | Period | 01/12/2008 TO 01/23/2008 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07608760732 | Fed/State Project Number | FD04 076 0876 001-002 | Category | 0001 BRIDGE | |||||||
| 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 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 185.00 | 185.000 | 40.390 | 40.390 | 38.00 | 1,534.82 | |||
| 0020 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 184.00 | 184.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0030 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 28,000.00 | 7,000.00 | |||
| 0040 | CONCRETE-CLASS A | 08100 | CUYD | 747.00 | 747.000 | 96.000 | 96.000 | 300.00 | 28,800.00 | |||
| 0050 | STEEL REINFORCEMENT | 08150 | LB | 99,740.00 | 99,740.000 | 8,778.000 | 8,778.000 | 0.89 | 7,812.42 | |||
| Project | DE07608760732 | Fed/State Project Number | FD04 076 0876 001-002 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0060 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0070 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,030.00 | 0.00 | |||
| Project | DE07608760732 | Fed/State Project Number | FD04 076 0876 001-002 | Category | 0003 ROADWAY | |||||||
| 0080 | CRUSHED STONE BASE | 00003 | TON | 3,452.00 | 3,452.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 0090 | TRAFFIC BOUND BASE | 00020 | TON | 353.00 | 353.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,007.00 | 4,007.000 | 0.000 | 0.000 | 55.25 | 0.00 | |||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 921.00 | 921.000 | 0.000 | 0.000 | 62.45 | 0.00 | |||
| 0120 | ENTRANCE PIPE-15 INCH | 00440 | LF | 191.00 | 191.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 0130 | ENTRANCE PIPE-30 INCH | 00445 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 55.00 | 8,800.00 | |||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0150 | STORM SEWER PIPE-18 INCH | 00522 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 0160 | PERFORATED PIPE-4 INCH | 01000 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0170 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0180 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0190 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0200 | REMOVE PIPE | 01310 | LF | 273.00 | 273.000 | 0.000 | 0.000 | 9.16 | 0.00 | |||
| 0210 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,995.00 | 0.00 | |||
| 0220 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0230 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0240 | REMOVE PAVEMENT | 02091 | SQYD | 6,554.00 | 6,554.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0250 | TEMPORARY DITCH | 02159 | LF | 1,903.00 | 1,903.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0260 | ROADWAY EXCAVATION | 02200 | CUYD | 120,565.00 | 120,565.000 | 32,596.000 | 32,596.000 | 5.65 | 184,167.40 | |||
| 0270 | GRANULAR EMBANKMENT | 02223 | CUYD | 20,000.00 | 20,000.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0280 | WATER | 02242 | MGAL | 2.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,606.25 | 2,606.250 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0320 | REMOVE GUARDRAIL | 02381 | LF | 2,551.00 | 2,551.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0340 | TEMPORARY GUARDRAIL | 02397 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 10.60 | 0.00 | |||
| 0350 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0360 | CHANNEL LINING CLASS IA | 02482 | TON | 102.00 | 102.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0370 | CHANNEL LINING CLASS II | 02483 | TON | 1,397.00 | 1,397.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0380 | CHANNEL LINING CLASS III | 02484 | TON | 4,512.00 | 4,512.000 | 0.000 | 0.000 | 25.75 | 0.00 | |||
| 0390 | CLEARING AND GRUBBING 12.2 ACRES | 02545 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 82,500.00 | 66,000.00 | |||
| 0400 | SIGNS | 02562 | SQFT | 599.20 | 599.200 | 147.000 | 147.000 | 7.50 | 1,102.50 | |||
| 0410 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0430 | RETAINING WALL-GABION | 02610 | CUYD | 49.00 | 49.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,250.00 | 0.00 | |||
| 0450 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0460 | TEMPORARY SILT FENCE | 02701 | LF | 5,705.00 | 5,705.000 | 682.000 | 682.000 | 3.00 | 2,046.00 | |||
| 0470 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0480 | SILT TRAP TYPE B | 02704 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0490 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0500 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0510 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 11,415.00 | 11,415.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0520 | SHOULDERING | 02714 | LF | 3,805.00 | 3,805.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0530 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,500.00 | 0.00 | |||
| 0540 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,400.00 | 0.00 | |||
| 0550 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,917.00 | 9,917.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0560 | TEMPORARY MULCH | 05952 | SQYD | 59,711.00 | 59,711.000 | 13,406.000 | 13,406.000 | 0.13 | 1,742.78 | |||
| 0570 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,200.00 | 7,200.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0580 | TOPDRESSING FERTILIZER | 05966 | TON | 2.50 | 2.500 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0590 | SEEDING AND PROTECTION | 05985 | SQYD | 35,845.00 | 35,845.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0600 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0610 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,442.00 | 30,442.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0620 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 15,221.00 | 15,221.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0630 | CONCRETE-CLASS A | 08100 | CUYD | 4.29 | 4.290 | 3.360 | 3.360 | 1,075.00 | 3,612.00 | |||
| 0640 | STEEL REINFORCEMENT | 08150 | LB | 289.00 | 289.000 | 281.000 | 281.000 | 1.00 | 281.00 | |||
| 0650 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 9,856.00 | 9,856.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0660 | FUEL ADJUSTMENT | 10020NS | DOLL | 21,733.00 | 21,733.000 | 2,113.250 | 0.000 | 2,113.250 | 1.00 | 2,113.25 | 2,113.25 | |
| 0670 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 8,870.00 | 8,870.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0680 | SILT TRAP TYPE C | 20496NS843 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0700 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0710 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 2,025.00 | 2,025.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| SUBTOT | $2,113.25 |
$335,012.170 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||