|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091044 | Estimate Number | 0019 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11360) Fuson, David D. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 07/26/2011 TO 03/12/2012 | ||||||
| Date Approved | 05/29/2012 | ||||||
| Primary Proj Number | DE118009209W1 | ||||||
| Project No. | ARRA 5147 (019) | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | PINE KNOT-WILLIAMSBURG ROAD (KY 92) | ||||||
| Description | KY 92 SURFACING FROM CORNBREAD BRANCH NEAR OLD JELLICO ROAD EAST TO BRIER CREEK BRIDGE | ||||||
| Date Let | 06/26/2009 | Formal Acceptance | 07/08/2011 | ||||
| Date Awarded | 06/29/2009 | Date Work Began | 07/13/2009 | ||||
| Date Contract Executed | 07/08/2009 | Open To Traffic | |||||
| Date NTP Issued | 07/08/2009 | Actual Completion Date | 06/16/2010 | ||||
| Current Contract Amount | $7,699,476.52 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,699,477.72 |
Total Earnings | $7,465,355.28 |
$7,438,020.28 |
$27,335.00 |
|
| Percent Complete | 96.96 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $234,121.24 |
Gross Earnings | $7,465,355.28 |
$7,438,020.28 |
$27,335.00 |
|
| Total Change Orders | $-1.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,465,355.28 |
$7,438,020.28 |
$27,335.00 |
|||
| Contract Id | 091044 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0019 | Project Number | ARRA 5147 (019) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 07/26/2011 TO 03/12/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Wedge Curb | Approved | 09/22/2009 | $0.00 | 0.0 | |||||
| 002 | Asphalt Placement with MTV | Approved | 08/19/2010 | $-1.20 | 0.0 | |||||
| 003 | Non Spec Material Override | Approved | 07/25/2011 | $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 | 091044 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE118009209W1 | |||||||
| Estimate Nbr | 0019 | Period | 07/26/2011 TO 03/12/2012 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE118009209W1 | Fed/State Project Number | ARRA 5147 (019) | 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 | CRUSHED STONE BASE | 00003 | TON | 76,871.00 | 76,871.000 | 78,502.110 | 78,502.110 | 19.74 | 1,549,631.65 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 753.00 | 753.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 650.00 | 650.000 | 621.060 | 621.060 | 50.00 | 31,053.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,485.00 | 1,485.000 | 1,121.930 | 1,121.930 | 61.77 | 69,301.61 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 59,316.00 | 59,316.000 | 63,451.470 | 63,451.470 | 50.43 | 3,199,857.63 | |||
| 0070 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,545.00 | 2,545.000 | 0.000 | 0.000 | 62.27 | 0.00 | |||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 77.70 | 77.700 | 74.422 | 74.422 | 600.00 | 44,653.20 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 12,844.00 | 12,992.400 | 13,595.820 | 13,595.820 | 57.61 | 783,255.19 | |||
| 0100 | CULVERT PIPE-18 IN | 00462 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0110 | PERFORATED PIPE-4 IN | 01000 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0120 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0140 | FLUME INLET TYPE 1 | 01690 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0150 | FLUME INLET TYPE 2 | 01691 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 4,500.00 | 117,000.00 | |||
| 0160 | ASPHALT WEDGE CURB | 01897 | LF | 12,232.00 | 0.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 140.00 | 1,120.00 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 1,200.00 | 1,200.000 | 1,176.700 | 1,176.700 | 5.00 | 5,883.50 | |||
| 0190 | TEMP DITCH | 02159 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 13,081.80 | 13,081.800 | 13,081.800 | 13,081.800 | 15.00 | 196,227.00 | |||
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 21.00 | 21.000 | 31.000 | 31.000 | 50.00 | 1,550.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 14.000 | 14.000 | 2,200.00 | 30,800.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0240 | REMOVE GUARDRAIL | 02381 | LF | 912.50 | 912.500 | 100.000 | 100.000 | 2.00 | 200.00 | |||
| 0250 | REMOVE & RESET GUARDRAIL | 02383 | LF | 237.50 | 237.500 | 437.500 | 437.500 | 12.00 | 5,250.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0270 | CHANNEL LINING CLASS II | 02483 | TON | 999.50 | 999.500 | 935.770 | 935.770 | 30.50 | 28,540.98 | |||
| 0280 | CHANNEL LINING CLASS III | 02484 | TON | 29.60 | 29.600 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0290 | CLEARING AND GRUBBING 1.5 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0300 | SIGNS | 02562 | SQFT | 722.00 | 722.000 | 91.000 | 91.000 | 21.00 | 1,911.00 | |||
| 0310 | FINAL DRESSING CLASS B | 02601 | LF | 28,679.35 | 28,679.350 | 19,500.000 | 19,500.000 | 11.48 | 223,860.00 | |||
| 0320 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0330 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0340 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0350 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 250.00 | 250.000 | 108.700 | 108.700 | 30.00 | 3,261.00 | |||
| 0360 | TEMP SILT FENCE | 02701 | LF | 232.00 | 232.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0370 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0380 | SILT TRAP TYPE B | 02704 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0390 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0410 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 120.00 | 120.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0420 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0430 | CLEAN TEMP SILT FENCE | 02709 | LF | 232.00 | 232.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0440 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0450 | EROSION CONTROL BLANKET | 05950 | SQYD | 570.00 | 570.000 | 1,066.700 | 1,066.700 | 3.00 | 3,200.10 | |||
| 0460 | TEMP MULCH | 05952 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0470 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0480 | TOPDRESSING FERTILIZER | 05966 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0490 | SEEDING AND PROTECTION | 05985 | SQYD | 10,000.00 | 10,000.000 | 14,520.000 | 14,520.000 | 0.50 | 7,260.00 | |||
| 0500 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,342.00 | 20,342.000 | 136,767.000 | 136,767.000 | 0.12 | 16,412.04 | |||
| 0510 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 105,730.00 | 105,730.000 | 112,666.500 | 112,666.500 | 0.12 | 13,519.98 | |||
| 0520 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 1,000.00 | 1,000.000 | 1,944.000 | 1,944.000 | 0.95 | 1,846.80 | |||
| 0530 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 7,414.00 | 7,414.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 0540 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 105.00 | 105.000 | 95.000 | 95.000 | 10.00 | 950.00 | |||
| 0550 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0560 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 708.00 | 708.000 | 777.000 | 777.000 | 19.00 | 14,763.00 | |||
| 0570 | CONCRETE-CLASS A | 08100 | CUYD | 0.93 | 0.930 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0580 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0590 | FUEL ADJUSTMENT | 10020NS | DOLL | 117,371.00 | 117,371.000 | 17,798.790 | 17,798.790 | 1.00 | 17,798.79 | |||
| 0600 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 183,552.00 | 183,552.000 | 116,712.690 | 116,712.690 | 1.00 | 116,712.69 | |||
| 0610 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 27,625.00 | 27,625.000 | 29,812.500 | 29,812.500 | 14.15 | 421,846.87 | |||
| 8000 | CONCRETE WEDGE CURB | 22883EN | LF | 0.00 | 12,232.000 | 11,852.000 | 11,852.000 | 6.25 | 74,075.00 | |||
| 8001 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 0.00 | 12,844.000 | 8,140.250 | 8,140.250 | 1.67 | 13,594.21 | |||
| 8002 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -10,320.000 | -10,320.000 | 1.00 | -10,320.00 | |||
| Project | DE118009209W1 | Fed/State Project Number | ARRA 5147 (019) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0620 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 109,340.00 | 27,335.00 | 109,340.00 | |
| SUBTOT | $27,335.00 |
$7,465,355.26 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0210-1-0I |
GRDRAIL ACCESSORIES | EACH |
21.00 | 0003 | $21.500000 | $428.93 | ||||||
0220-1-0I |
GUARDRAIL END TR 1 | EACH |
2.00 | 0003 | $1339.800000 | $2,545.62 | ||||||
0230-1-0I |
GUARDRAIL END TR 3 | EACH |
2.00 | 0003 | $88.250000 | $167.68 | ||||||
0260-1-0I |
GUARDRAIL END TR 4A | EACH |
12.00 | 0003 | $1345.850000 | $15,342.69 | ||||||
0610-1-0I |
GDRAIL GALV AW .109 | FT |
27,625.00 | 0003 | $9.924000 | $260,442.98 | ||||||
0610-1-0A |
GDRAIL GALV AW .109 | FT |
22,100.00 | 0006 | $9.924000 | $-208,354.38 | ||||||
0210-1-0A |
GRDRAIL ACCESSORIES | EACH |
21.00 | 0007 | $21.500000 | $-428.93 | ||||||
0220-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0007 | $1339.800000 | $-2,545.62 | ||||||
0610-1-0A |
GDRAIL GALV AW .109 | FT |
5,525.00 | 0007 | $9.924000 | $-52,088.60 | ||||||
0230-10C |
GUARDRAIL END TR 3 | EACH |
0.00 | 0011 | $83.840000 | $-167.68 | ||||||
0260-10C |
GUARDRAIL END TR 4A | EACH |
0.00 | 0011 | $1278.557500 | $-15,342.69 | ||||||
| SUBTOT | $0.00 |
|||||||||||