|
Report_Id: 121057 Est NO 0009 |
Date:08/19/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121057 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09340) Gillum, Brian S., P.E. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code VC0000090528 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 07/27/2013 TO 08/09/2013 | ||||||
| Date Approved | 08/19/2013 | ||||||
| Primary Proj Number | DE10308011257 | ||||||
| Project No. | KYFH 1251(004) | ||||||
| Primary County | ROWAN | ||||||
| Name of Road | FARMERS ROAD (KY 801) | ||||||
| Description | FARMERS ROAD (KY 801) | ||||||
| Date Let | 11/16/2012 | Formal Acceptance | |||||
| Date Awarded | 12/20/2012 | Date Work Began | 02/25/2013 | ||||
| Date Contract Executed | 02/07/2013 | Open To Traffic | |||||
| Date NTP Issued | 02/07/2013 | Actual Completion Date | |||||
| Current Contract Amount | $640,425.46 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $614,192.81 |
Total Earnings | $505,357.61 |
$421,162.76 |
$84,194.85 |
|
| Percent Complete | 78.91 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $135,067.85 |
Gross Earnings | $505,357.61 |
$421,162.76 |
$84,194.85 |
|
| Total Change Orders | $26,232.65 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $505,357.61 |
$421,162.76 |
$84,194.85 |
|||
| Contract Id | 121057 | Change Order Summary |
County | ROWAN | ||||||
| Estimate Nbr | 0009 | Project Number | KYFH 1251(004) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 07/27/2013 TO 08/09/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Signs and Steel Encasement Pipe | Approved | 04/25/2013 | $10,997.52 | 0.0 | |||||
| 002 | Water line relocation | Approved | 08/07/2013 | $15,235.13 | 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 | 121057 | COMMONWEALTH OF KENTUCKY |
County | ROWAN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE10308011257 | ||||||
| Estimate Nbr | 0009 | Period | 07/27/2013 TO 08/09/2013 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE10308011257 | Fed/State Project Number | KYFH 1251(004) | Category | ||||||||
| 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 | |
| Project | DE10308011257 | Fed/State Project Number | KYFH 1251(004) | Category | 0001 ROADWAY | |||||||
| 0010 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 4.000 | 150.00 | 300.00 | 600.00 | |
| 0030 | TEMP DITCH | 02159 | LF | 1,703.00 | 1,703.000 | 700.000 | 700.000 | 1.00 | 700.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 3,575.00 | 3,575.000 | 500.000 | 3,075.000 | 3,575.000 | 15.00 | 7,500.00 | 53,625.00 | |
| 0050 | WATER | 02242 | MGAL | 16.00 | 16.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0060 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 672.00 | 672.000 | 672.000 | 0.000 | 672.000 | 19.65 | 13,204.80 | 13,204.80 | |
| 0070 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 50.00 | 100.00 | 100.00 | |
| 0080 | CHANNEL LINING CLASS II | 02483 | TON | 158.00 | 158.000 | 26.140 | 176.330 | 202.470 | 32.00 | 836.48 | 6,479.04 | |
| 0090 | CLEARING AND GRUBBING 6.42 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,802.80 | 9,802.80 | |||
| 0100 | SIGNS | 02562 | SQFT | 25.00 | 25.000 | 108.000 | 108.000 | 25.00 | 2,700.00 | |||
| 0110 | EDGE KEY | 02585 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 14,000.00 | 10,500.00 | |||
| 0130 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0140 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 3,400.00 | 3,400.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0150 | TEMP SILT FENCE | 02701 | LF | 1,703.00 | 1,703.000 | 1,603.000 | 1,603.000 | 2.00 | 3,206.00 | |||
| 0160 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0180 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 18.00 | 18.000 | 1.000 | 3.000 | 4.000 | 10.00 | 10.00 | 40.00 | |
| 0200 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 1.000 | 4.000 | 5.000 | 10.00 | 10.00 | 50.00 | |
| 0210 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0220 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,109.00 | 5,109.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0230 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0240 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,101.00 | 1,101.000 | 818.000 | 0.000 | 818.000 | 1.50 | 1,227.00 | 1,227.00 | |
| 0250 | TEMP MULCH | 05952 | SQYD | 5,316.00 | 5,316.000 | 1,750.000 | 1,750.000 | 0.35 | 612.50 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 532.00 | 532.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0270 | TOPDRESSING FERTILIZER | 05966 | TON | 1.61 | 1.610 | 1.610 | 0.000 | 1.610 | 850.00 | 1,368.50 | 1,368.50 | |
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 7,546.00 | 7,546.000 | 9,474.167 | 0.000 | 9,474.167 | 0.45 | 4,263.37 | 4,263.37 | |
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 13,600.00 | 13,600.000 | 4,228.000 | 2,626.000 | 6,854.000 | 0.19 | 803.32 | 1,302.26 | |
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,650.00 | 8,650.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO STOP BAR-24IN (REVISED: 10-31-12) | 06568 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 12.75 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0330 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,700.00 | 1,700.000 | 555.000 | 555.000 | 7.50 | 4,162.50 | |||
| 0340 | USFS SIGN RELOCATE | 24037EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8001 | USFS SIGN Furnish Forest Service Signs | 24037EC | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 1,499.38 | 0.00 | |||
| Project | DE10308011257 | Fed/State Project Number | KYFH 1251(004) | Category | 0002 PAVING | |||||||
| 0350 | DGA BASE | 00001 | TON | 1,413.00 | 1,413.000 | 206.460 | 1,424.110 | 1,630.570 | 29.95 | 6,183.47 | 48,835.57 | |
| 0360 | CRUSHED STONE BASE | 00003 | TON | 350.00 | 350.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0370 | LEVELING & WEDGING PG64-22 | 00190 | TON | 461.00 | 461.000 | 154.670 | 0.000 | 154.670 | 91.50 | 14,152.30 | 14,152.30 | |
| 0380 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,568.00 | 1,568.000 | 324.760 | 1,477.070 | 1,801.830 | 90.50 | 29,390.78 | 163,065.61 | |
| 0390 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 584.00 | 584.000 | 78.410 | 78.410 | 91.50 | 7,174.51 | |||
| Project | DE10308011257 | Fed/State Project Number | KYFH 1251(004) | Category | 0003 DRAINAGE | |||||||
| 0400 | CULVERT PIPE-18 IN (REVISED: 10-31-12) | 00462 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 70.00 | 1,960.00 | |||
| 0410 | CULVERT PIPE-24 IN (REVISED: 10-31-12) | 00464 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 75.00 | 3,900.00 | |||
| 0420 | JUNCTION BOX-24 IN (ADDED: 10-31-12) | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0430 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 102.400 | 351.000 | 453.400 | 2.00 | 204.80 | 906.80 | |
| 0440 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 192.00 | 192.000 | 192.000 | 192.000 | 2.00 | 384.00 | |||
| 0450 | CONCRETE-CLASS A (REVISED: 10-31-12) | 08100 | CUYD | 4.56 | 4.560 | 4.560 | 0.000 | 4.560 | 1,000.00 | 4,560.00 | 4,560.00 | |
| 0460 | STEEL REINFORCEMENT (REVISED: 10-31-12) | 08150 | LB | 32.00 | 32.000 | 32.000 | 0.000 | 32.000 | 2.50 | 80.00 | 80.00 | |
| 0470 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| Project | DE10308011257 | Fed/State Project Number | KYFH 1251(004) | Category | 0004 DEMOBILIZATION | |||||||
| 0480 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,076.75 | 0.00 | |||
| Project | DE10308011257 | Fed/State Project Number | KYFH 1251(004) | Category | 0005 WATERLINE | |||||||
| 0490 | COPPER PIPE-1 IN (ADDED: 11-14-12) | 03361 | LF | 140.00 | 140.000 | 160.000 | 160.000 | 19.00 | 3,040.00 | |||
| 0500 | PLASTIC PIPE-2 IN 2 IN PE SERVICE LINE; (ADDED: 11-14-12) | 03372 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 9.00 | 1,080.00 | |||
| 0510 | PVC PIPE-4 IN (ADDED: 11-14-12) | 03383 | LF | 92.00 | 92.000 | 50.000 | 50.000 | 12.00 | 600.00 | |||
| 0520 | PVC PIPE-6 IN (ADDED: 11-14-12 | 03385 | LF | 892.00 | 892.000 | 900.000 | 900.000 | 18.00 | 16,200.00 | |||
| 0530 | PVC PIPE-10 IN (ADDED: 11-14-12) | 03389 | LF | 735.00 | 735.000 | 750.000 | 750.000 | 25.00 | 18,750.00 | |||
| 0540 | RECONNECT SERVICE RECONNECT NEW SERVICE LINE TO METER; (AD | 03437 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 0550 | RECONNECT TO MAIN RECONNECT NEW 4" PVC TO EXIST. 4"; (ADDE | 03438 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 0560 | DUCTILE IRON FITTINGS 10 IN X6 IN DIMJ TEE; (ADDED: 11-14-12) | 03442 | LB | 170.00 | 255.000 | 170.000 | 170.000 | 8.00 | 1,360.00 | |||
| 0570 | DUCTILE IRON FITTINGS 10 IN DIMJ 45 BEND; (ADDED: 11-14-12) | 03442 | LB | 350.00 | 350.000 | 350.000 | 350.000 | 7.00 | 2,450.00 | |||
| 0580 | DUCTILE IRON FITTINGS 6 IN DIMJ TEE; (ADDED: 11-14-12) | 03442 | LB | 150.00 | 150.000 | 150.000 | 150.000 | 7.00 | 1,050.00 | |||
| 0590 | DUCTILE IRON FITTINGS 10 IN X6 IN DIMJ REDUCER; (ADDED: 11-14-12) | 03442 | LB | 190.00 | 190.000 | 190.000 | 190.000 | 7.00 | 1,330.00 | |||
| 0600 | DUCTILE IRON FITTINGS 6 IN DIMJ 90 BEND; (ADDED: 11-14-12) | 03442 | LB | 150.00 | 150.000 | 150.000 | 150.000 | 7.00 | 1,050.00 | |||
| 0610 | DUCTILE IRON FITTINGS 6 IN X2 IN DIMJ TEE; (ADDED: 11-14-12) | 03442 | LB | 150.00 | 150.000 | 150.000 | 150.000 | 7.00 | 1,050.00 | |||
| 0620 | GATE VALVE-2 IN (ADDED: 11-14-12) | 03522 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 745.00 | 745.00 | |||
| 0630 | GATE VALVE-4 IN (ADDED: 11-14-12) | 03524 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 845.00 | 845.00 | |||
| 0640 | GATE VALVE-6 IN (ADDED: 11-14-12) | 03526 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,045.00 | 1,045.00 | |||
| 0650 | TAPPING SLEEVE & VALVE 10 INCH; (ADDED: 11-14-12) | 03551 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0660 | FIRE HYDRANT ASSEMBLY (ADDED: 11-14-12) | 20156EC | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 3,500.00 | 10,500.00 | |||
| 0670 | RECONNECT METER 2 IN RECONNECT TO SERVICE LINE; (ADDED: 1 | 20169EC | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0680 | BORE & JACK PIPE 12 IN. STEEL ENCASEMENT; (ADDED: 11-14- | 20211ES706 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 140.00 | 4,480.00 | |||
| 0690 | BORE & JACK PIPE 4 IN. STEEL ENCASEMENT; (ADDED: 11-14-12 | 20211ES706 | LF | 154.00 | 154.000 | 154.000 | 154.000 | 120.00 | 18,480.00 | |||
| 0700 | CUT AND CAP 10 IN (ADDED: 11-14-12) | 20890ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0710 | BORE AND JACK PIPE-16 IN STEEL ENCASEMENT; (ADDED: 11-14-12) | 21399ED | LF | 44.00 | 44.000 | 44.000 | 44.000 | 160.00 | 7,040.00 | |||
| 0720 | CUT AND CAP WATERLINE 6 IN; (ADDED: 11-14-12) | 22012NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0730 | AIR RELEASE VALVE ASSEMBLY (ADDED: 11-14-12) | 22082NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 0740 | WATER METER 5/8 IN X3/4 IN CUSTOMER SERVICE METER; (ADDED | 22866NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0750 | WATER METER 2 IN CUSTOMER SERVICE METER; (ADDED: 11-1 | 22866NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0760 | TIE TIE-IN DETAIL; (ADDED: 11-14-12) | 23294EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0770 | TAPPING SLEEVE AND VALVE-6 IN (ADDED: 11-14-12) | 23596EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,450.00 | 2,450.00 | |||
| 0780 | WATER MASTER METER AND PIT (ADDED: 11-14-12) | 24078EC | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 8002 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 0.00 | 40.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 8003 | WATER MASTER METER AND PIT | 24078EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 19,099.13 | 0.00 | |||
| 8004 | RELOCATE WATER LINE | 03422 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 5,156.00 | 0.00 | |||
| SUBTOT | $84,194.83 |
$505,357.58 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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