|
Report_Id: 171015 Est NO 0010 |
Date:01/10/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171015 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Nolan, Will L. | ||||||
| Contractor | EXCEL EXCAVATING INC | ADDR SN 1 VC Code VC0000168407 | |||||
| P O BOX 412 | |||||||
| SELLERSBURG , IN , 47172 | |||||||
| Pay Period | 12/01/2017 TO 12/14/2017 | ||||||
| Date Approved | 12/28/2017 | ||||||
| Primary Proj Number | DE056031E1715 | ||||||
| Project No. | STP 1501(115) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | JACKSON ST.- CLAY ST. (US-31E) | ||||||
| Description | JACKSON ST.- CLAY ST. (US-31E) | ||||||
| Date Let | 04/28/2017 | Formal Acceptance | |||||
| Date Awarded | 05/09/2017 | Date Work Began | 07/20/2017 | ||||
| Date Contract Executed | 06/02/2017 | Open To Traffic | |||||
| Date NTP Issued | 06/02/2017 | Actual Completion Date | |||||
| Current Contract Amount | $649,927.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $649,927.80 |
Total Earnings | $352,955.37 |
$284,683.75 |
$68,271.62 |
|
| Percent Complete | 59.47 |
Stockpiled Materials | $33,549.28 |
$64,428.04 |
$-30,878.76 |
|
| Funds Available | $263,423.15 |
Gross Earnings | $386,504.65 |
$349,111.79 |
$37,392.86 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $386,504.65 |
$349,111.79 |
$37,392.86 |
|||
| Contract Id | 171015 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0010 | Project Number | STP 1501(115) | |||||||
| Contractor | EXCEL EXCAVATING INC | Period | 12/01/2017 TO 12/14/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 171015 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | SWCN SIDEWALK CONSTRUCTION | TRANSPORTATION CABINET |
Primary Project Number | DE056031E1715 | ||||||
| Estimate Nbr | 0010 | Period | 12/01/2017 TO 12/14/2017 | |||||||
| Contractor | EXCEL EXCAVATING INC | |||||||||
| Project | DE056031E1715 | Fed/State Project Number | STP 1501(115) | 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 | DE056031E1715 | Fed/State Project Number | STP 1501(115) | Category | 0001 ROADWAY | |||||||
| 0005 | REMOVE INLET | 01718 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0010 | STANDARD HEADER CURB MOD | 01876 | LF | 1,498.00 | 1,498.000 | 44.000 | 788.500 | 832.500 | 40.00 | 1,760.00 | 33,300.00 | |
| 0015 | REMOVE CURB | 01904 | LF | 1,697.00 | 1,697.000 | 1,053.000 | 1,053.000 | 11.00 | 11,583.00 | |||
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 0025 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 19.00 | 19.000 | 4.660 | 4.660 | 140.00 | 652.40 | |||
| 0030 | FENCE-TEMP | 02259 | LF | 1,130.00 | 1,130.000 | 670.000 | 670.000 | 4.00 | 2,680.00 | |||
| 0035 | TEMPORARY SIGNS | 02562 | SQFT | 126.00 | 126.000 | 139.500 | 139.500 | 5.80 | 809.10 | |||
| 0040 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 12,000.00 | 6,000.00 | |||
| 0050 | SIDEWALK-4 IN CONCRETE CONCRETE SIDEWALK - KYTC HISTORIC MIX | 02720 | SQYD | 932.00 | 932.000 | 3.680 | 424.850 | 428.530 | 89.00 | 327.52 | 38,139.17 | |
| 0055 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 1,549.00 | 1,549.000 | 127.910 | 524.760 | 652.670 | 10.00 | 1,279.10 | 6,526.70 | |
| 0060 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 980.00 | 980.000 | 1,015.000 | 1,015.000 | 38.00 | 38,570.00 | |||
| 0065 | TREE 2.00" BOSQUE ELM | 20000ES724 | EACH | 32.00 | 32.000 | 14.000 | 14.000 | 654.00 | 9,156.00 | |||
| 0070 | FULL DEPTH PATCHING | 20177ED | SQFT | 51.00 | 51.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0075 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0080 | SAWCUT PAVEMENT | 20550ND | LF | 1,697.00 | 1,697.000 | 1,051.000 | 1,051.000 | 5.00 | 5,255.00 | |||
| 0085 | TEMP CRASH CUSHION | 20738NS112 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,600.00 | 30,400.00 | |||
| 0090 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,512.00 | 1,512.000 | 245.000 | 573.000 | 818.000 | 20.00 | 4,900.00 | 16,360.00 | |
| 0095 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 80.00 | 80.000 | 20.000 | 30.000 | 50.000 | 40.00 | 800.00 | 2,000.00 | |
| 0100 | STAMPED CONCRETE EAST MAIN PAVER PATTERN | 23379EC | SQYD | 515.00 | 515.000 | 87.340 | 235.680 | 323.020 | 100.00 | 8,734.00 | 32,302.00 | |
| 0105 | STAMPED CONCRETE HERRINGBONE PATTERN | 23379EC | SQYD | 424.00 | 424.000 | 36.890 | 99.290 | 136.180 | 100.00 | 3,689.00 | 13,618.00 | |
| 0110 | STAMPED CONCRETE STACKED PATTERN | 23379EC | SQYD | 15.00 | 15.000 | 2.780 | 3.610 | 6.390 | 200.00 | 556.00 | 1,278.00 | |
| 0115 | BENCH | 23404EC | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| Project | DE056031E1715 | Fed/State Project Number | STP 1501(115) | Category | 0002 DRAINAGE | |||||||
| 0120 | STORM SEWER PIPE-18 IN | 00522 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0125 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0130 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0135 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0150 | REPLACE GRATE REMOVE AND RECONSTRUCT CBI GRATE | 22660EN | LB | 9.00 | 9.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| Project | DE056031E1715 | Fed/State Project Number | STP 1501(115) | Category | 0003 LIGHTING | |||||||
| 0155 | POLE BASE | 04740 | EACH | 24.00 | 24.000 | 14.000 | 14.000 | 1,021.00 | 14,294.00 | |||
| 0160 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,735.00 | 12,735.00 | |||
| 0165 | FUSED CONNECTOR KIT | 04780 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 166.00 | 0.00 | |||
| 0170 | CONDUIT-1 1/4 IN | 04793 | LF | 1,820.00 | 1,820.000 | 780.000 | 780.000 | 6.10 | 4,758.00 | |||
| 0175 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 771.00 | 2,313.00 | |||
| 0180 | WIRE-NO. 8 | 04833 | LF | 4,900.00 | 4,900.000 | 900.000 | 0.000 | 900.000 | 0.94 | 846.00 | 846.00 | |
| 0185 | WIRE-NO. 6 | 04834 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.17 | 0.00 | |||
| 0190 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0195 | DECORATIVE LIGHT POLE MAIN STREET STYLE DECORATIVE LED - DUAL | 24831EC | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 9,020.00 | 36,080.00 | 36,080.00 | |
| 0200 | DECORATIVE LIGHT POLE MAIN STREET STYLE DECORATIVE LED - SINGL | 24831EC | EACH | 20.00 | 20.000 | 3.000 | 7.000 | 10.000 | 3,100.00 | 9,300.00 | 31,000.00 | |
| Project | DE056031E1715 | Fed/State Project Number | STP 1501(115) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0205 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| SUBTOT | $68,271.62 |
$352,955.37 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0195-2-0I |
TRAFFIC INCIDENTAL | EACH |
20.00 | 0005 | $2096.830000 | $41,936.60 | ||||||
0195-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0005 | $5622.860000 | $22,491.44 | ||||||
0195-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0010 | $2096.830000 | -8,387.32 | $-8,387.32 | |||||
0195-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0010 | $5622.860000 | -22,491.44 | $-22,491.44 | |||||
| SUBTOT | $33,549.28 |
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