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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/23/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121303 | Estimate Number | 0006 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05380) Renfroe, Katy E. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | ADDR SN 1 VC Code VC0000026469 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 10/05/2012 TO 06/07/2013 | ||||||
| Date Approved | 10/15/2013 | ||||||
| Primary Proj Number | DE03729191203 | ||||||
| Project No. | IBRD 3005 016 | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | INDIAN GAP ROAD (KY 2919) | ||||||
| Description | REPLACE BRIDGE ON INDIAN GAP ROAD OVER CAMP PLEASANT BRANCH | ||||||
| Date Let | 02/24/2012 | Formal Acceptance | 10/03/2012 | ||||
| Date Awarded | 03/08/2012 | Date Work Began | 07/05/2012 | ||||
| Date Contract Executed | 03/29/2012 | Open To Traffic | 07/27/2012 | ||||
| Date NTP Issued | 03/29/2012 | Actual Completion Date | 07/27/2012 | ||||
| Current Contract Amount | $404,800.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $400,000.00 |
Total Earnings | $361,456.95 |
$393,591.80 |
$-32,134.85 |
|
| Percent Complete | 89.29 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $43,343.05 |
Gross Earnings | $361,456.95 |
$393,591.80 |
$-32,134.85 |
|
| Total Change Orders | $4,800.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $361,456.95 |
$393,591.80 |
$-32,134.85 |
|||
| Contract Id | 121303 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0006 | Project Number | IBRD 3005 016 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 10/05/2012 TO 06/07/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Class III Channel Lining | Approved | 09/05/2012 | $4,800.00 | 0.0 | |||||
| 002 | Non Spec Material Override | Approved | 04/03/2013 | $0.00 | 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 | 121303 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE03729191203 | |||||||
| Estimate Nbr | 0006 | Period | 10/05/2012 TO 06/07/2013 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | DE03729191203 | Fed/State Project Number | IBRD 3005 016 | 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 | |
| 1001 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6.00 | 24.00 | |||
| 1002 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 95.00 | 570.00 | |||
| 1003 | TEMP DITCH | 02159 | LF | 250.00 | 250.000 | 40.000 | 40.000 | 3.00 | 120.00 | |||
| 1004 | ROADWAY EXCAVATION | 02200 | CUYD | 255.00 | 255.000 | 255.000 | 255.000 | 30.00 | 7,650.00 | |||
| 1005 | GRANULAR EMBANKMENT | 02223 | CUYD | 16.00 | 16.000 | 16.000 | 16.000 | 75.00 | 1,200.00 | |||
| 1006 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 75.00 | 75.000 | 83.500 | 83.500 | 25.00 | 2,087.50 | |||
| 1007 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 75.00 | 75.00 | |||
| 1008 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,150.00 | 3,450.00 | |||
| 1009 | REMOVE GUARDRAIL | 02381 | LF | 387.00 | 387.000 | 387.000 | 387.000 | 2.25 | 870.75 | |||
| 1010 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 85.00 | 510.00 | |||
| 1011 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 55.00 | 330.00 | |||
| 1012 | CLEARING AND GRUBBING (0.275 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1013 | CONCRETE-CLASS B | 02555 | CUYD | 43.00 | 43.000 | 19.000 | 19.000 | 375.00 | 7,125.00 | |||
| 1014 | SIGNS | 02562 | SQFT | 80.00 | 80.000 | 120.000 | 120.000 | 11.00 | 1,320.00 | |||
| 1015 | EDGE KEY | 02585 | LF | 17.00 | 17.000 | 17.000 | 17.000 | 40.00 | 680.00 | |||
| 1016 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1017 | TEMP SILT FENCE | 02701 | LF | 125.00 | 125.000 | 98.000 | 98.000 | 4.50 | 441.00 | |||
| 1018 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 1019 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1020 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1021 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1022 | CLEAN TEMP SILT FENCE | 02709 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 1023 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1024 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,221.00 | 22,221.00 | |||
| 1025 | ONE STEP MEMBRANE | 03250 | SQYD | 201.00 | 201.000 | 201.000 | 201.000 | 30.00 | 6,030.00 | |||
| 1026 | EROSION CONTROL BLANKET | 05950 | SQYD | 60.00 | 60.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1027 | TEMP MULCH | 05952 | SQYD | 1,960.00 | 1,960.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1028 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,960.00 | 1,960.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1029 | TOPDRESSING FERTILIZER | 05966 | TON | 0.10 | 0.100 | 0.100 | 0.100 | 5,000.00 | 500.00 | |||
| 1030 | SEEDING AND PROTECTION | 05985 | SQYD | 700.00 | 700.000 | 700.000 | 700.000 | 2.00 | 1,400.00 | |||
| 1031 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 27.00 | 27.000 | 27.000 | 27.000 | 50.00 | 1,350.00 | |||
| 1032 | SAW CUT | 20430ED | LF | 142.00 | 142.000 | 152.000 | 152.000 | 1.00 | 152.00 | |||
| 8001 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -37,198.050 | 0.000 | -37,198.050 | 1.00 | -37,198.05 | -37,198.05 | |
| Project | DE03729191203 | Fed/State Project Number | IBRD 3005 016 | Category | 0002 PAVING | |||||||
| 2001 | DGA BASE | 00001 | TON | 491.00 | 491.000 | 425.410 | 425.410 | 24.00 | 10,209.84 | |||
| 2002 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 207.00 | 207.000 | 208.770 | 208.770 | 85.00 | 17,745.45 | |||
| 2003 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 77.00 | 77.000 | 92.000 | 92.000 | 100.00 | 9,200.00 | |||
| 2004 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 2005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| Project | DE03729191203 | Fed/State Project Number | IBRD 3005 016 | Category | 0003 BRIDGE | |||||||
| 3001 | PRECAST END BENT | 24414EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 24,000.00 | 48,000.00 | |||
| 3002 | PRECAST PC BOX BEAM B33-48 | 08655 | LF | 465.00 | 465.000 | 465.000 | 465.000 | 245.00 | 113,925.00 | |||
| 3003 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 77.00 | 77.000 | 77.000 | 77.000 | 55.00 | 4,235.00 | |||
| 3004 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 638.00 | 638.000 | 662.970 | 662.970 | 28.00 | 18,563.16 | |||
| 3005 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 38.50 | 3,850.00 | |||
| 3006 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 144.00 | 144.000 | 150.000 | 150.000 | 167.00 | 25,050.00 | |||
| 3007 | MASONRY COATING | 02998 | SQYD | 74.00 | 74.000 | 74.000 | 74.000 | 9.00 | 666.00 | |||
| 3008 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 3009 | TEST PILES | 08033 | LF | 60.00 | 60.000 | 65.670 | 65.670 | 80.00 | 5,253.60 | |||
| 3010 | PILES-STEEL HP12X53 | 08046 | LF | 245.00 | 245.000 | 278.500 | 278.500 | 75.00 | 20,887.50 | |||
| 3011 | PRE-DRILLING FOR PILES | 08039 | LF | 287.00 | 287.000 | 300.000 | 300.000 | 95.00 | 28,500.00 | |||
| 8000 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 150.000 | -44.900 | 150.000 | 105.100 | 32.00 | -1,436.80 | 3,363.20 | |
| Project | DE03729191203 | Fed/State Project Number | IBRD 3005 016 | Category | 0004 DEMOBILIZATION | |||||||
| 4001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,500.00 | 6,500.00 | 6,500.00 | |
| SUBTOT | $-32,134.85 |
$361,456.95 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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