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Report_Id: 215191 Est NO 0003 |
Date:09/10/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 215191 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03360) Graves, Ashley R. | ||||||
| Contractor | STEWART RICHEY CONSTRUCTION INC | ADDR SN 0 VC Code KY0032692 | |||||
| 2137 GLEN LILY RD | |||||||
| BOWLING GREEN , KY , 42101 | |||||||
| Pay Period | 08/07/2021 TO 08/20/2021 | ||||||
| Date Approved | 08/26/2021 | ||||||
| Primary Proj Number | BR00211252100 | ||||||
| Project No. | STP BRZ 9030 (300) | ||||||
| Primary County | ALLEN | ||||||
| Name of Road | MAX ROARK ROAD OVER PUNCHEON CREEK | ||||||
| Description | REPLACE BRIDGE OVER PUNCHEON CREEK ON MAX ROARK RD | ||||||
| Date Let | 05/21/2021 | Formal Acceptance | |||||
| Date Awarded | 06/02/2021 | Date Work Began | 07/20/2021 | ||||
| Date Contract Executed | 06/22/2021 | Open To Traffic | |||||
| Date NTP Issued | 06/22/2021 | Actual Completion Date | |||||
| Current Contract Amount | $330,550.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $330,550.47 |
Total Earnings | $198,604.61 |
$83,389.61 |
$115,215.00 |
|
| Percent Complete | 60.08 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $131,945.86 |
Gross Earnings | $198,604.61 |
$83,389.61 |
$115,215.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $198,604.61 |
$83,389.61 |
$115,215.00 |
|||
| Contract Id | 215191 | Change Order Summary |
County | ALLEN | ||||||
| Estimate Nbr | 0003 | Project Number | STP BRZ 9030 (300) | |||||||
| Contractor | STEWART RICHEY CONSTRUCTION INC | Period | 08/07/2021 TO 08/20/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material Override | Approved | 09/02/2021 | $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 | 215191 | COMMONWEALTH OF KENTUCKY |
County | ALLEN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR00211252100 | ||||||
| Estimate Nbr | 0003 | Period | 08/07/2021 TO 08/20/2021 | |||||||
| Contractor | STEWART RICHEY CONSTRUCTION INC | |||||||||
| Project | BR00211252100 | Fed/State Project Number | STP BRZ 9030 (300) | 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 | BR00211252100 | Fed/State Project Number | STP BRZ 9030 (300) | Category | 0001 BRIDGE - 002C00071N | |||||||
| 0005 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 8.36 | 0.00 | |||
| 0010 | GRANULAR EMBANKMENT | 02223 | CUYD | 53.00 | 53.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 0015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 112.50 | 112.500 | 0.000 | 0.000 | 32.33 | 0.00 | |||
| 0020 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0025 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0030 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0035 | RETAINING WALL-GABION | 02610 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 3,500.00 | 1,750.00 | |||
| 0045 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0050 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1,000.00 | 500.00 | |||
| 0055 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0060 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 95.32 | 0.00 | |||
| 0065 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 184.00 | 184.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0070 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,500.00 | 2,750.00 | |||
| 0075 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 173.60 | 173.600 | 125.500 | 125.500 | 35.00 | 4,392.50 | |||
| 0080 | TEST PILES | 08033 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 100.00 | 4,000.00 | |||
| 0085 | PRE-DRILLING FOR PILES | 08039 | LF | 100.00 | 100.000 | 20.000 | 60.000 | 80.000 | 250.00 | 5,000.00 | 20,000.00 | |
| 0090 | PILES-STEEL HP12X53 | 08046 | LF | 78.00 | 78.000 | 80.660 | 80.660 | 100.00 | 8,066.00 | |||
| 0095 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 110.00 | 880.00 | |||
| 0100 | CONCRETE-CLASS A | 08100 | CUYD | 27.00 | 27.000 | 27.000 | 27.000 | 575.00 | 15,525.00 | |||
| 0105 | CONCRETE-CLASS AA | 08104 | CUYD | 31.50 | 31.500 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0110 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,816.00 | 5,816.000 | 2,684.070 | 2,684.070 | 1.50 | 4,026.10 | |||
| 0115 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 335.00 | 335.000 | 335.000 | 0.000 | 335.000 | 329.00 | 110,215.00 | 110,215.00 | |
| 0120 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0125 | SNOW FENCE | 21476ED | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.05 | 0.00 | |||
| 0130 | CONCRETE SEALING | 23378EC | SQFT | 2,325.00 | 2,325.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0135 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 134.00 | 134.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 8000 | NON-SPEC MATERIAL Class A Concrete | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR00211252100 | Fed/State Project Number | STP BRZ 9030 (300) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0140 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| SUBTOT | $115,215.00 |
$198,604.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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