|
ContID 071108 EST NO 0017 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071108 | Estimate Number | 0017 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03319) Eicher, Dana L. | ||||||
| Contractor | ROSE CONSTRUCTION COMPANY INC | MARS ADDR SN 0 | |||||
| PO BOX 309 | |||||||
| BARDSTOWN , KY , 40004 | |||||||
| Pay Period | 01/01/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE03102590708 | ||||||
| Project No. | FD04 031 0259 002-004 | ||||||
| Primary County | EDMONSON | ||||||
| Name of Road | ROCKY HILL TO BROWNSVILLE ROAD (KY 259) | ||||||
| Description | RECONSTRUCT KY 259 THROUGH THE KNOBS AREA, BEGINNING 0.4 MILE NORTH OF US 31W | ||||||
| Date Let | 04/20/2007 | Formal Acceptance | |||||
| Date Awarded | 04/30/2007 | Date Work Began | 05/18/2007 | ||||
| Date Contract Executed | 05/07/2007 | Open To Traffic | |||||
| Date NTP Issued | 05/01/2007 | Actual Completion Date | |||||
| Current Contract Amount | $1,042,192.09 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,042,192.09 |
Total Earnings | $926,754.78 |
$925,301.03 |
$1,453.75 |
|
| Percent Complete | 88.01 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $124,935.70 |
Gross Earnings | $926,754.78 |
$925,301.03 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $917,256.39 |
$915,802.64 |
1,453.75 |
|||
| Contract Id | 071108 | Change Order Summary |
County | EDMONSON | ||||||
| Estimate Nbr | 0017 | Project Number | FD04 031 0259 002-004 | |||||||
| Contractor | ROSE CONSTRUCTION COMPANY INC | Period | 01/01/2008 TO 01/25/2008 | |||||||
| 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 |
||
| DE03102590708 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0015 | 0.00 |
$0.00 |
$-7,656.39 |
||
| DE03102590708 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0015 | 0.00 |
$0.00 |
$-1,842.00 |
||
| Contract Id | 071108 | COMMONWEALTH OF KENTUCKY |
County | EDMONSON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03102590708 | ||||||
| Estimate Nbr | 0017 | Period | 01/01/2008 TO 01/25/2008 | |||||||
| Contractor | ROSE CONSTRUCTION COMPANY INC | |||||||||
| Project | DE03102590708 | Fed/State Project Number | FD04 031 0259 002-004 | 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 | 2,705.00 | 2,705.000 | 2,553.510 | 2,553.510 | 17.70 | 45,197.12 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 8,463.00 | 8,463.000 | 6,440.000 | 6,440.000 | 3.50 | 22,540.00 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 200.00 | 200.000 | 22.750 | 22.750 | 16.50 | 375.37 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 145.410 | 145.410 | 25.00 | 3,635.25 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,732.00 | 3,732.000 | 3,397.990 | 3,397.990 | 52.90 | 179,753.67 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 695.00 | 695.000 | 1,025.620 | 1,025.620 | 58.10 | 59,588.52 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 7.30 | 7.300 | 5.560 | 5.560 | 495.00 | 2,752.20 | |||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 236.00 | 236.000 | 200.000 | 200.000 | 25.45 | 5,090.00 | |||
| 0090 | CULVERT PIPE-18 INCH | 00462 | LF | 166.50 | 166.500 | 166.500 | 166.500 | 34.00 | 5,661.00 | |||
| 0100 | CULVERT PIPE-24 INCH | 00464 | LF | 225.50 | 225.500 | 230.500 | 230.500 | 45.00 | 10,372.50 | |||
| 0110 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 112.00 | 112.000 | 112.000 | 112.000 | 70.00 | 7,840.00 | |||
| 0120 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,964.00 | 1,964.000 | 1,135.000 | 1,135.000 | 10.00 | 11,350.00 | |||
| 0130 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 160.00 | 160.000 | 18.000 | 18.000 | 14.50 | 261.00 | |||
| 0140 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 424.00 | 1,272.00 | |||
| 0150 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 0160 | METAL END SECTION TY 4-24 INCH | 01413 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0170 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,447.00 | 3,447.00 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 5,993.00 | 5,993.000 | 3,222.560 | 3,222.560 | 3.50 | 11,278.96 | |||
| 0190 | TEMPORARY DITCH | 02159 | LF | 3,000.00 | 3,000.000 | 350.000 | 350.000 | 1.49 | 521.50 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 85,201.00 | 85,201.000 | 135.000 | 84,043.850 | 84,178.850 | 3.50 | 472.50 | 294,625.97 | |
| 0210 | GRANULAR EMBANKMENT | 02223 | CUYD | 559.00 | 559.000 | 559.000 | 559.000 | 21.00 | 11,739.00 | |||
| 0220 | WATER | 02242 | MGAL | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,902.50 | 2,902.500 | 2,597.500 | 2,597.500 | 18.15 | 47,144.62 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 55.00 | 220.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,315.00 | 0.00 | |||
| 0260 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 79.10 | 0.00 | |||
| 0270 | WITNESS POST | 02432 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 52.65 | 0.00 | |||
| 0280 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0290 | CHANNEL LINING CLASS III | 02484 | TON | 444.20 | 444.200 | 22.250 | 679.110 | 701.360 | 25.00 | 556.25 | 17,534.00 | |
| 0300 | CEMENT | 02542 | TON | 160.00 | 160.000 | 129.850 | 129.850 | 122.13 | 15,858.58 | |||
| 0310 | CLEARING AND GRUBBING 12.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,250.00 | 27,250.00 | |||
| 0320 | SIGNS | 02562 | SQFT | 314.00 | 314.000 | 258.000 | 258.000 | 8.75 | 2,257.50 | |||
| 0330 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 843.00 | 843.000 | 1,316.520 | 1,316.520 | 3.00 | 3,949.56 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 31,500.00 | 29,925.00 | |||
| 0350 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0360 | TEMPORARY SILT FENCE | 02701 | LF | 3,000.00 | 3,000.000 | 1,545.000 | 1,545.000 | 2.10 | 3,244.50 | |||
| 0370 | SAND FOR BLOTTER | 02702 | TON | 18.30 | 18.300 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0380 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 18.000 | 18.000 | 485.00 | 8,730.00 | |||
| 0390 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 1.000 | 11.000 | 12.000 | 105.00 | 105.00 | 1,260.00 | |
| 0400 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 72.00 | 72.000 | 2.000 | 12.000 | 14.000 | 80.00 | 160.00 | 1,120.00 | |
| 0410 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 72.00 | 72.000 | 1.000 | 14.000 | 15.000 | 50.00 | 50.00 | 750.00 | |
| 0420 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 3,000.00 | 3,000.000 | 385.000 | 385.000 | 1.00 | 385.00 | |||
| 0430 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0440 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,063.00 | 3,063.000 | 19,870.000 | 19,870.000 | 1.30 | 25,831.00 | |||
| 0450 | TEMPORARY MULCH | 05952 | SQYD | 56,758.00 | 56,758.000 | 4,500.000 | 4,500.000 | 0.18 | 810.00 | |||
| 0460 | TOPDRESSING FERTILIZER | 05966 | TON | 2.60 | 2.600 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 0470 | SEEDING AND PROTECTION | 05985 | SQYD | 50,705.00 | 50,705.000 | 12,908.660 | 12,908.660 | 0.31 | 4,001.68 | |||
| 0480 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 8,417.00 | 8,417.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0490 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,107.00 | 3,107.000 | 9,780.000 | 9,780.000 | 0.26 | 2,542.80 | |||
| 0500 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,760.00 | 6,760.000 | 6,108.000 | 6,108.000 | 0.28 | 1,710.24 | |||
| 0510 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0520 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0530 | CONCRETE-CLASS A | 08100 | CUYD | 5.91 | 5.910 | 5.910 | 5.910 | 568.00 | 3,356.88 | |||
| 0540 | STEEL REINFORCEMENT | 08150 | LB | 40.00 | 40.000 | 40.000 | 40.000 | 1.50 | 60.00 | |||
| 0550 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 8,854.00 | 8,854.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0560 | FUEL ADJUSTMENT | 10020NS | DOLL | 10,334.00 | 10,334.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0570 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 7,969.00 | 7,969.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0580 | SILT TRAP TYPE C | 20496NS843 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 230.00 | 2,300.00 | |||
| 0590 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 36.00 | 36.000 | 2.000 | 10.000 | 12.000 | 55.00 | 110.00 | 660.00 | |
| 0600 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0610 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,130.00 | 1,130.000 | 1,841.160 | 1,841.160 | 2.00 | 3,682.32 | |||
| 0620 | REMOVE ASBESTOS PIPE | 21655EN | LF | 780.00 | 780.000 | 640.000 | 640.000 | 14.25 | 9,120.00 | |||
| Project | DE03102590708 | Fed/State Project Number | FD04 031 0259 002-004 | Category | 0002 DEMOBLIZATION | |||||||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,401.85 | 0.00 | |||
| SUBTOT | $1,453.75 |
$926,754.770 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||