Report_Id: 121041 Est NO 0004 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 121041 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
District Office | ELIZABETHTOWN (04340) Gregory, Brian L. | ||||||
Contractor | CAMBRY CONTRACTING INC | ADDR SN 1 VC Code VC0000141876 | |||||
P O BOX 40 | |||||||
MORGANTOWN , KY , 42261 | |||||||
Pay Period | 02/09/2013 TO 02/22/2013 | ||||||
Date Approved | 03/07/2013 | ||||||
Primary Proj Number | DE04315311241 | ||||||
Project No. | BRZ 0403(186) | ||||||
Primary County | GRAYSON | ||||||
Name of Road | YEAMAN-OLATON ROAD (CR 1531) | ||||||
Description | YEAMAN-OLATON ROAD (CR 1531) | ||||||
Date Let | 10/19/2012 | Formal Acceptance | |||||
Date Awarded | 11/01/2012 | Date Work Began | 01/02/2013 | ||||
Date Contract Executed | 12/05/2012 | Open To Traffic | |||||
Date NTP Issued | 12/05/2012 | Actual Completion Date | |||||
Current Contract Amount | $259,965.28 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $259,965.28 |
Total Earnings | $107,352.06 |
$103,811.46 |
$3,540.60 |
|
Percent Complete | 41.29 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $152,613.22 |
Gross Earnings | $107,352.06 |
$103,811.46 |
$3,540.60 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $107,352.06 |
$103,811.46 |
$3,540.60 |
|||
Contract Id | 121041 | Change Order Summary |
County | GRAYSON | ||||||
Estimate Nbr | 0004 | Project Number | BRZ 0403(186) | |||||||
Contractor | CAMBRY CONTRACTING INC | Period | 02/09/2013 TO 02/22/2013 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Traffic control items | Pending | 0 | $768.00 | 0.0 | |||||
002 | Mass Pour Abutment #2 and granular backfill | Pending | 0 | $11,779.24 | 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 | 121041 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE04315311241 | ||||||
Estimate Nbr | 0004 | Period | 02/09/2013 TO 02/22/2013 | |||||||
Contractor | CAMBRY CONTRACTING INC | |||||||||
Project | DE04315311241 | Fed/State Project Number | BRZ 0403(186) | 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 | 66.00 | 66.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
0040 | EMBANKMENT IN PLACE | 02230 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0050 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0060 | CLEARING AND GRUBBING 0.22 ACRES | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 5,000.00 | 3,750.00 | |||
0070 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0080 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 500.00 | 250.00 | |||
0090 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1,000.00 | 500.00 | |||
0100 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
0110 | EROSION CONTROL BLANKET | 05950 | SQYD | 52.00 | 52.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0120 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 181.00 | 181.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0130 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
0140 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
8000 | SIGNS | 02562 | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
8001 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
Project | DE04315311241 | Fed/State Project Number | BRZ 0403(186) | Category | 0002 BRIDGE 26877 | |||||||
0150 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 101.00 | 101.000 | 84.300 | 154.030 | 238.330 | 42.00 | 3,540.60 | 10,009.86 | |
0160 | MASONRY COATING | 02998 | SQYD | 105.00 | 105.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0170 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
0180 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 86.00 | 86.000 | 86.000 | 86.000 | 25.00 | 2,150.00 | |||
0190 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 86.00 | 86.000 | 86.000 | 86.000 | 75.00 | 6,450.00 | |||
0200 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 192.00 | 192.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
0210 | TEST PILES | 08033 | LF | 17.00 | 17.000 | 11.460 | 11.460 | 100.00 | 1,146.00 | |||
0220 | PILES-STEEL HP12X53 | 08046 | LF | 72.00 | 72.000 | 57.960 | 57.960 | 100.00 | 5,796.00 | |||
0230 | PILE POINTS-12 IN | 08094 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
0240 | CONCRETE-CLASS A | 08100 | CUYD | 85.40 | 85.400 | 80.000 | 80.000 | 650.00 | 52,000.00 | |||
0250 | CONCRETE-CLASS AA | 08104 | CUYD | 23.60 | 23.600 | 0.000 | 0.000 | 970.00 | 0.00 | |||
0260 | STEEL REINFORCEMENT | 08150 | LB | 10,778.00 | 10,778.000 | 10,778.000 | 10,778.000 | 0.90 | 9,700.20 | |||
0270 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,780.00 | 2,780.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0280 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 312.40 | 312.400 | 0.000 | 0.000 | 234.00 | 0.00 | |||
8002 | MASS CONCRETE | 10041NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 4,933.24 | 0.00 | |||
Project | DE04315311241 | Fed/State Project Number | BRZ 0403(186) | Category | 0003 DEMOBILIZATION | |||||||
0290 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,899.48 | 0.00 | |||
SUBTOT | $3,540.60 |
$107,352.06 |
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LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |