|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 072303 | Estimate Number | 0019 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11300) Barrett, Lee, P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 03/31/2010 TO 04/19/2011 | ||||||
| Date Approved | 05/02/2011 | ||||||
| Primary Proj Number | MP06301920701 | ||||||
| Project No. | FD04 063 0192 018-023, FE01 063 0192 018-023 | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | LONDON BYPASS (KY 192) | ||||||
| Description | FROM PCC PAVEMENT 459' EAST OF KY1006 EXTENDING EASTERLY TO PCC PAVEMENT 180' WEST OF HR9006 | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | 05/31/2009 | ||||
| Date Awarded | 08/05/2007 | Date Work Began | 09/10/2007 | ||||
| Date Contract Executed | 08/14/2007 | Open To Traffic | 06/19/2008 | ||||
| Date NTP Issued | 08/22/2007 | Actual Completion Date | 06/19/2008 | ||||
| Current Contract Amount | $3,663,421.01 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,694,064.54 |
Total Earnings | $3,649,592.56 |
$3,639,552.17 |
$10,040.39 |
|
| Percent Complete | 99.62 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $13,828.45 |
Gross Earnings | $3,649,592.56 |
$3,639,552.17 |
$10,040.39 |
|
| Total Change Orders | $969,356.47 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,649,592.56 |
$3,639,552.17 |
$10,040.39 |
|||
| Contract Id | 072303 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0019 | Project Number | FD04 063 0192 018-023, FE01 063 0192 018-023 | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 03/31/2010 TO 04/19/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Concrete Pavement Rehabilitation Associated Items | Approved | 02/20/2008 | $896,485.28 | 184.0 | |||||
| 002 | Addtional Guardrail Items | Approved | 01/12/2010 | $11,422.05 | 18.0 | |||||
| 003 | Project Wage Rate Adjustment | Approved | 02/27/2009 | $28,584.41 | 0.0 | |||||
| 004 | Non Spec Material Override | Approved | 12/22/2008 | $0.00 | 0.0 | |||||
| 005 | Project Wage Rate Adjustment Phase II | Approved | 10/02/2009 | $8,799.00 | 0.0 | |||||
| 006 | Project Wage Rate Adjustment Phase IV | Approved | 10/29/2009 | $65.73 | 0.0 | |||||
| 007 | Fuel Adjustment | Approved | 03/22/2010 | $24,000.00 | 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 | 072303 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract No | C2 | TRANSPORTATION CABINET |
Primary Project Number | MP06301920701 | ||||||
| Estimate Nbr | 0019 | Period | 03/31/2010 TO 04/19/2011 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | MP06301920701 | Fed/State Project Number | FD04 063 0192 018-023 | 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 | 7,757.00 | 1,642.454 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 100.00 | 100.000 | 67.130 | 67.130 | 60.00 | 4,027.80 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,658.00 | 9,658.000 | 9,368.710 | 9,368.710 | 42.00 | 393,485.82 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,142.00 | 2,142.000 | 3,475.730 | 3,475.730 | 46.75 | 162,490.37 | |||
| 0050 | PERFORATED PIPE-4 INCH | 01000 | LF | 30,181.00 | 30,181.000 | 28,202.000 | 28,202.000 | 4.22 | 119,012.44 | |||
| 0060 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,207.00 | 1,207.000 | 1,341.000 | 1,341.000 | 9.50 | 12,739.50 | |||
| 0070 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,575.00 | 7,575.00 | |||
| 0080 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 40.00 | 40.000 | 21.000 | 21.000 | 415.00 | 8,715.00 | |||
| 0090 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 40.00 | 40.000 | 22.000 | 22.000 | 415.00 | 9,130.00 | |||
| 0100 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 21.00 | 21.000 | 27.000 | 27.000 | 435.00 | 11,745.00 | |||
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0120 | REMOVE PCC PAVEMENT | 02058 | SQYD | 4,091.00 | 10,138.540 | 10,138.540 | 10,138.540 | 30.00 | 304,156.20 | |||
| 0130 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 96,166.00 | 99,109.770 | 98,743.690 | 98,743.690 | 2.54 | 250,808.97 | |||
| 0140 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 21,637.00 | 51,387.000 | 51,391.500 | 51,391.500 | 1.45 | 74,517.67 | |||
| 0150 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 36,062.00 | 36,062.000 | 31,377.500 | 31,377.500 | 1.45 | 45,497.37 | |||
| 0160 | SIGNS | 02562 | SQFT | 1,200.00 | 700.000 | 282.000 | 282.000 | 3.00 | 846.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC FD04 063 0192 018-023 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0180 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,240.00 | 8,480.00 | |||
| 0190 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0200 | TRENCHING 12' WIDE X 13 INCHES DEEP | 06427 | LF | 8,060.00 | 8,060.000 | 7,263.000 | 7,263.000 | 7.50 | 54,472.50 | |||
| 0210 | TRENCHING 10' WIDE X 9 INCHES DEEP | 06427 | LF | 28,010.00 | 28,010.000 | 21,766.000 | 21,766.000 | 5.75 | 125,154.50 | |||
| 0220 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 64,032.00 | 64,032.000 | 10,480.000 | 10,480.000 | 0.16 | 1,676.80 | |||
| 0230 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 64,032.00 | 64,032.000 | 102,150.000 | 102,150.000 | 0.16 | 16,344.00 | |||
| 0240 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 550.00 | 550.000 | 1,001.000 | 1,001.000 | 19.00 | 19,019.00 | |||
| 0250 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 800.00 | 800.000 | 761.000 | 761.000 | 19.00 | 14,459.00 | |||
| 0260 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 11,800.00 | 11,800.000 | 86.950 | 8,042.590 | 8,129.540 | 1.00 | 86.95 | 8,129.54 | |
| 0270 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,709.00 | 35,709.000 | 41,975.670 | 41,975.670 | 1.00 | 41,975.67 | |||
| 0280 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 21,240.00 | 21,240.000 | 35,422.900 | 35,422.900 | 1.00 | 35,422.90 | |||
| 0290 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0300 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 6,044.00 | 6,044.000 | 7,536.450 | 7,536.450 | 31.58 | 238,001.09 | |||
| 0310 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0320 | JPC PAVEMENT-9 INCH/24 | 21685ES502 | SQYD | 4,091.00 | 10,138.540 | 10,138.540 | 10,138.540 | 110.00 | 1,115,239.40 | |||
| 0330 | REMOVE PAVEMENT MARKERS | 22625NN | EACH | 500.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 8000 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 624.000 | 630.000 | 630.000 | 10.00 | 6,300.00 | |||
| 8001 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 0.00 | 80.000 | 72.000 | 72.000 | 110.00 | 7,920.00 | |||
| 8002 | REMOVE PAVEMENT MARKERS | 22625NN | EACH | 0.00 | 50.000 | 47.000 | 47.000 | 20.00 | 940.00 | |||
| 8003 | REM ASPHALT WEDGE CURB | 20192ED | LF | 0.00 | 1,250.000 | 1,250.000 | 1,250.000 | 2.50 | 3,125.00 | |||
| 8004 | REMOVE FLUME | 20195ED | EACH | 0.00 | 8.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | |||
| 8005 | REMOVE CURB AND GUTTER | 01812 | LF | 0.00 | 60.000 | 29.000 | 29.000 | 35.00 | 1,015.00 | |||
| 8006 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 8007 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 850.000 | 363.000 | 363.000 | 27.00 | 9,801.00 | |||
| 8008 | MAINTAIN & CONTROL TRAFFIC ADDITIONAL | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 8009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 8011 | COST PLUS WORK Island Header Curb | 10080NSD | DOLL | 0.00 | 4,482.060 | 4,482.060 | 4,482.060 | 1.00 | 4,482.06 | |||
| 8012 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 28,584.410 | 28,584.410 | 28,584.410 | 1.00 | 28,584.41 | |||
| 8013 | NON-SPEC MATERIAL SS-1H | 10070NS | DOLL | 0.00 | 0.001 | -1,290.000 | -1,290.000 | 1.00 | -1,290.00 | |||
| 8014 | PROJECT WAGE RATE ADJUSTMENT Phase II | 10035NS | DOLL | 0.00 | 8,799.000 | 8,799.000 | 8,799.000 | 1.00 | 8,799.00 | |||
| 8017 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 65.730 | 65.730 | 65.730 | 1.00 | 65.73 | |||
| Project | MP06301920701 | Fed/State Project Number | FD04 063 0192 018-023 | Category | 0002 DEMOBILIZATION | |||||||
| 0340 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 35,190.51 | 8,797.62 | 35,190.51 | |
| SUBTOT | $8,884.57 |
$3,363,754.27 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP06301920703 | Fed/State Project Number | FE01 063 0192 018-023 | 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 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 13,612.50 | 13,612.500 | 12,350.000 | 12,350.000 | 15.00 | 185,250.00 | |||
| 0020 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 40.00 | 800.00 | |||
| 0030 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0040 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 5.000 | 10.000 | 10.000 | 2,300.00 | 23,000.00 | |||
| 0050 | REMOVE GUARDRAIL | 02381 | LF | 13,500.00 | 13,500.000 | 13,950.000 | 13,950.000 | 1.50 | 20,925.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 6.000 | 6.000 | 2,400.00 | 14,400.00 | |||
| 0070 | SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC FE01 063 0192 018-023 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0090 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,240.00 | 4,240.00 | |||
| 0100 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 8010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 750.00 | 3,000.00 | |||
| 8013 | NON-SPEC MATERIAL SS-1H | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MP06301920703 | Fed/State Project Number | FE01 063 0192 018-023 | Category | 0002 DEMOBILIZATION | |||||||
| 0110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 4,623.25 | 1,155.81 | 4,623.25 | |
| SUBTOT | $1,155.81 |
$3,649,592.53 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0010-6-0I |
GDRAIL GALV AW .109 | FT |
1,750.00 | 0006 | $5.050000 | $8,395.63 | ||||||
0010-5-0I |
GUARDRAIL, POST STE | EACH |
578.00 | 0006 | $32.300000 | $17,735.93 | ||||||
0010-4-0I |
GDRAIL GALV AW .109 | FT |
1,750.00 | 0006 | $5.050000 | $8,395.63 | ||||||
0010-3-0I |
GUARDRAIL, POST STE | EACH |
800.00 | 0006 | $32.300000 | $24,548.00 | ||||||
0010-2-0I |
GUARDRAIL, POST STE | EACH |
800.00 | 0006 | $32.300000 | $24,548.00 | ||||||
0010-1-0I |
GDRAIL GALV AW .109 | FT |
5,000.00 | 0006 | $5.050000 | $23,987.50 | ||||||
0010-6-0A |
GDRAIL GALV AW .109 | FT |
1,750.00 | 0012 | $5.050000 | $-8,395.63 | ||||||
0010-5-0A |
GUARDRAIL, POST STE | EACH |
578.00 | 0012 | $32.300000 | $-17,735.93 | ||||||
0010-4-0A |
GDRAIL GALV AW .109 | FT |
1,750.00 | 0012 | $5.050000 | $-8,395.63 | ||||||
0010-3-0A |
GUARDRAIL, POST STE | EACH |
800.00 | 0012 | $32.300000 | $-24,548.00 | ||||||
0010-2-0A |
GUARDRAIL, POST STE | EACH |
800.00 | 0012 | $32.300000 | $-24,548.00 | ||||||
0010-1-0A |
GDRAIL GALV AW .109 | FT |
5,000.00 | 0012 | $5.050000 | $-23,987.50 | ||||||
| SUBTOT | $0.00 |
|||||||||||