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Report_Id: 114017 Est NO 0020 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 114017 | Estimate Number | 0020 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03340) Dye, Bryan K. | ||||||
| Contractor | FCCI INSURANCE COMPANY SURETY | ADDR SN 1 VC Code VC1000004803 | |||||
| 6300 UNIVERSITY PARKWAY | |||||||
| SARASOTA , FL , 34240 | |||||||
| Pay Period | 11/03/2012 TO 05/29/2014 | ||||||
| Date Approved | 06/09/2014 | ||||||
| Primary Proj Number | 0307101781101 | ||||||
| Project No. | HSIP 9010 (054) | ||||||
| Primary County | LOGAN | ||||||
| Name of Road | HIGHLAND LICK ROAD (KY 178) | ||||||
| Description | TODD COUNTY LINE EXTENDING EAST TO US 68 | ||||||
| Date Let | 09/23/2011 | Formal Acceptance | 10/03/2014 | ||||
| Date Awarded | 10/13/2011 | Date Work Began | 01/17/2012 | ||||
| Date Contract Executed | 12/16/2011 | Open To Traffic | 09/30/2012 | ||||
| Date NTP Issued | 12/16/2011 | Actual Completion Date | 09/30/2012 | ||||
| Current Contract Amount | $1,009,801.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $897,691.30 |
Total Earnings | $899,509.14 |
$893,572.06 |
$5,937.08 |
|
| Percent Complete | 89.08 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $110,292.16 |
Gross Earnings | $899,509.14 |
$893,572.06 |
$5,937.08 |
|
| Total Change Orders | $112,110.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $899,509.14 |
$893,572.06 |
$5,937.08 |
|||
| Contract Id | 114017 | Change Order Summary |
County | LOGAN | ||||||
| Estimate Nbr | 0020 | Project Number | HSIP 9010 (054) | |||||||
| Contractor | FCCI INSURANCE COMPANY SURETY | Period | 11/03/2012 TO 05/29/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | additional drainage items | Approved | 06/05/2012 | $112,110.00 | 24.0 | |||||
| 002 | Time Extension | Approved | 08/23/2012 | $0.00 | 68.0 | |||||
| 003 | Liquidated Damages Override | Approved | 09/28/2012 | $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 | 114017 | COMMONWEALTH OF KENTUCKY |
County | LOGAN | ||||||
| Contract Type | GRLT GRADE & DRAIN LESS THAT MILLION CY | TRANSPORTATION CABINET |
Primary Project Number | 0307101781101 | ||||||
| Estimate Nbr | 0020 | Period | 11/03/2012 TO 05/29/2014 | |||||||
| Contractor | FCCI INSURANCE COMPANY SURETY | |||||||||
| Project | 0307101781101 | Fed/State Project Number | HSIP 9010 (054) | 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 | 256.50 | 1,958.500 | 1,794.000 | 1,794.000 | 25.00 | 44,850.00 | |||
| 0020 | AGGREGATE FOR MAILBOX TURNOUTS | 00077 | TON | 300.00 | 300.000 | 106.740 | 106.740 | 28.00 | 2,988.72 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 36.00 | 36.000 | 103.830 | 103.830 | 90.00 | 9,344.70 | |||
| 0040 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 7.00 | 56.00 | |||
| 0050 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 50.00 | 50.000 | 73.420 | 73.420 | 75.00 | 5,506.50 | |||
| 0060 | FENCE-TEMP | 02259 | LF | 1,610.00 | 1,610.000 | 100.000 | 100.000 | 4.00 | 400.00 | |||
| 0070 | REMOVE & REPLACE FENCE | 02268 | LF | 1,610.00 | 1,610.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 398.75 | 398.750 | 641.250 | 641.250 | 16.00 | 10,260.00 | |||
| 0090 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 107.50 | 107.500 | 100.000 | 100.000 | 48.00 | 4,800.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 55.00 | 220.00 | |||
| 0110 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 45.00 | 540.00 | |||
| 0120 | SIGNS | 02562 | SQFT | 410.00 | 410.000 | 212.000 | 212.000 | 6.00 | 1,272.00 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC KY 178 | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 38,000.00 | 1,900.00 | 38,000.00 | |
| 0140 | EROSION CONTROL BLANKET | 05950 | SQYD | 50,000.00 | 50,000.000 | 29,100.760 | 29,100.760 | 1.00 | 29,100.76 | |||
| 0150 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 56.25 | 56.250 | 44.000 | 44.000 | 100.00 | 4,400.00 | |||
| 0160 | SITE PREPARATION KY 178 | 20257NC | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 65,000.00 | 3,250.00 | 65,000.00 | |
| 0170 | EROSION CONTROL KY 178 | 21415ND | LS | 1.00 | 1.000 | 0.950 | 0.950 | 15,000.00 | 14,250.00 | |||
| 0180 | ENTRANCE PIPE-18 IN | 00441 | LF | 3,056.00 | 5,142.000 | 5,162.000 | 5,162.000 | 30.00 | 154,860.00 | |||
| 0190 | ENTRANCE PIPE-24 IN | 00443 | LF | 162.00 | 162.000 | 172.000 | 172.000 | 35.00 | 6,020.00 | |||
| 0200 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0210 | CULVERT PIPE-18 IN | 00462 | LF | 190.00 | 190.000 | 190.000 | 190.000 | 52.00 | 9,880.00 | |||
| 0220 | CULVERT PIPE-24 IN | 00464 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 72.00 | 2,160.00 | |||
| 0230 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 32.00 | 32.000 | 24.000 | 24.000 | 150.00 | 3,600.00 | |||
| 0240 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 240.00 | 1,920.00 | |||
| 0250 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 250.00 | 6,000.00 | |||
| 0260 | REMOVE PIPE | 01310 | LF | 3,292.00 | 4,688.000 | 4,736.000 | 4,736.000 | 5.00 | 23,680.00 | |||
| 0270 | METAL END SECTION TY 3-36 IN (EQUIV) (REVISED: 9-13-11) | 21981NN | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 0280 | METAL END SECTION TY 3-42 IN EQUIV (REVISED: 9-13-11) | 21880NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0290 | METAL END SECTION TY 3-48 IN (EQUIV) (REVISED: 9-13-11) | 21589NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 5,800.00 | 34,800.00 | |||
| 0300 | JUNCTION BOX-MOD BOX-PIPE JUNCTION | 01651 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 3,600.00 | 50,400.00 | |||
| 0310 | DITCHING | 02237 | LF | 1,525.00 | 1,525.000 | 210.000 | 293.000 | 503.000 | 2.00 | 420.00 | 1,006.00 | |
| 0320 | CHANNEL LINING CLASS II | 02483 | TON | 890.00 | 890.000 | 13.110 | 127.700 | 140.810 | 28.00 | 367.08 | 3,942.68 | |
| 0330 | DITCHING AND SHOULDERING | 02575 | LF | 43,328.00 | 43,328.000 | 43,328.000 | 43,328.000 | 5.75 | 249,136.00 | |||
| 0340 | REMOVE HEADWALL | 02625 | EACH | 40.00 | 40.000 | 29.000 | 29.000 | 375.00 | 10,875.00 | |||
| 0350 | SAFELOADING | 02690 | CUYD | 44.00 | 44.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 146.55 | 146.550 | 139.476 | 139.476 | 450.00 | 62,764.20 | |||
| 0370 | STEEL REINFORCEMENT | 08150 | LB | 15,962.00 | 15,962.000 | 15,197.000 | 15,197.000 | 1.15 | 17,476.55 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | 0307101781101 | Fed/State Project Number | HSIP 9010 (054) | Category | 0002 DEMOBILIZATION | |||||||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| SUBTOT | $5,937.08 |
$899,509.11 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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