|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071206 | Estimate Number | 0013 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Farmer, Steve | ||||||
| Contractor | APEX CONTRACTING INC | ADDR SN 0 VC Code VC0000092541 | |||||
| PO BOX 798 | |||||||
| PARIS , KY , 40362-0798 | |||||||
| Pay Period | 01/24/2008 TO 05/26/2011 | ||||||
| Date Approved | 06/02/2011 | ||||||
| Primary Proj Number | DE10510200706 | ||||||
| Project No. | BRZ 0703 (290) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | HINTON ROAD (CR 1020) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES AT NS SYSTEM 0.2 MILES NORTH OF CR 5021 | ||||||
| Date Let | 03/23/2007 | Formal Acceptance | 02/20/2008 | ||||
| Date Awarded | 04/03/2007 | Date Work Began | 08/06/2007 | ||||
| Date Contract Executed | 04/24/2007 | Open To Traffic | 12/17/2007 | ||||
| Date NTP Issued | 04/24/2007 | Actual Completion Date | 12/17/2007 | ||||
| Current Contract Amount | $935,300.93 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $805,753.73 |
Total Earnings | $935,285.19 |
$922,885.19 |
$12,400.00 |
|
| Percent Complete | 100 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $15.74 |
Gross Earnings | $935,285.19 |
$922,885.19 |
$12,400.00 |
|
| Total Change Orders | $129,547.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $935,285.19 |
$922,885.19 |
$12,400.00 |
|||
| Contract Id | 071206 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0013 | Project Number | BRZ 0703 (290) | |||||||
| Contractor | APEX CONTRACTING INC | Period | 01/24/2008 TO 05/26/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | MSE WALL REVISION | Approved | 10/22/2007 | $125,907.20 | 8.0 | |||||
| 002 | Stone Overrun | Approved | 05/20/2009 | $3,640.00 | 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 |
||
| DE10510200706 | 0470 | MAINTAIN & CONTROL TRAFFIC | OTHER | 0013 | 0.00 |
$0.00 |
$2,991.00 |
||
| DE10510200706 | 0790 | DEMOBILIZATION | OTHER | 0013 | 0.00 |
$0.00 |
$-2,991.00 |
||
| Contract Id | 071206 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE10510200706 | |||||||
| Estimate Nbr | 0013 | Period | 01/24/2008 TO 05/26/2011 | |||||||
| Contractor | APEX CONTRACTING INC | |||||||||
| Project | DE10510200706 | Fed/State Project Number | BRZ 0703 (290) | 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 | 62.00 | 82.000 | 99.540 | 99.540 | 52.00 | 5,176.08 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 50.00 | 50.000 | 49.810 | 49.810 | 152.00 | 7,571.12 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 18.00 | 18.000 | 25.100 | 25.100 | 194.00 | 4,869.40 | |||
| 0040 | ENTRANCE PIPE-15 INCH | 00440 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 33.00 | 990.00 | |||
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 42.50 | 42.500 | 42.500 | 42.500 | 35.00 | 1,487.50 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0070 | TEMPORARY DITCH | 02159 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0080 | EMBANKMENT IN PLACE | 02230 | CUYD | 166.00 | 166.000 | 166.000 | 166.000 | 15.00 | 2,490.00 | |||
| 0090 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 75.00 | 75.000 | 78.750 | 78.750 | 15.00 | 1,181.25 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 58.00 | 58.00 | |||
| 0110 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 961.00 | 961.00 | |||
| 0130 | CLEARING AND GRUBBING .3 ACRES SCOTT | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0140 | SIGNS | 02562 | SQFT | 83.00 | 83.000 | 83.000 | 83.000 | 8.00 | 664.00 | |||
| 0150 | MAINTAIN & CONTROL TRAFFIC SCOTT | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0160 | TEMPORARY SILT FENCE | 02701 | LF | 87.00 | 87.000 | 249.000 | 249.000 | 1.00 | 249.00 | |||
| 0170 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0180 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0200 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0210 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0220 | STAKING SCOTT | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0230 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0240 | EROSION CONTROL BLANKET | 05950 | SQYD | 100.00 | 100.000 | 160.000 | 160.000 | 1.40 | 224.00 | |||
| 0250 | TEMPORARY MULCH | 05952 | SQYD | 1,052.00 | 1,052.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 915.00 | 915.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0270 | TOPDRESSING FERTILIZER | 05966 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 1,052.00 | 1,052.000 | 1,517.720 | 1,517.720 | 0.60 | 910.63 | |||
| 0290 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 40.00 | 40.000 | 1,517.720 | 1,517.720 | 0.20 | 303.54 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 149.00 | 149.000 | 616.000 | 616.000 | 1.50 | 924.00 | |||
| 0310 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0330 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE10510200706 | Fed/State Project Number | BRZ 0703 (290) | Category | 0002 ROADWAY | |||||||
| 0340 | DGA BASE | 00001 | TON | 69.00 | 69.000 | 70.340 | 70.340 | 52.00 | 3,657.68 | |||
| 0350 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 63.00 | 63.000 | 52.690 | 52.690 | 152.00 | 8,008.88 | |||
| 0360 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 20.00 | 20.000 | 24.810 | 24.810 | 194.00 | 4,813.14 | |||
| 0370 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 42.50 | 42.500 | 42.500 | 42.500 | 35.00 | 1,487.50 | |||
| 0380 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0390 | TEMPORARY DITCH | 02159 | LF | 95.00 | 95.000 | 115.000 | 115.000 | 2.00 | 230.00 | |||
| 0400 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,233.00 | 1,233.000 | 1,233.000 | 1,233.000 | 15.00 | 18,495.00 | |||
| 0410 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 150.00 | 150.000 | 166.250 | 166.250 | 15.00 | 2,493.75 | |||
| 0420 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 58.00 | 58.00 | |||
| 0430 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0440 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 961.00 | 961.00 | |||
| 0450 | CLEARING AND GRUBBING .6 ACRES HARRISON | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0460 | SIGNS | 02562 | SQFT | 83.00 | 83.000 | 83.000 | 83.000 | 8.00 | 664.00 | |||
| 0470 | MAINTAIN & CONTROL TRAFFIC HARRISON | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0480 | TEMPORARY SILT FENCE | 02701 | LF | 95.00 | 95.000 | 86.000 | 86.000 | 1.00 | 86.00 | |||
| 0490 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0500 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 180.00 | 360.00 | |||
| 0510 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0520 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0530 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0540 | STAKING HARRISON | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0550 | EROSION CONTROL BLANKET | 05950 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0560 | TEMPORARY MULCH | 05952 | SQYD | 2,523.00 | 2,523.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0570 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,090.00 | 2,090.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0580 | TOPDRESSING FERTILIZER | 05966 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0590 | SEEDING AND PROTECTION | 05985 | SQYD | 2,523.00 | 2,523.000 | 1,593.000 | 1,593.000 | 0.60 | 955.80 | |||
| 0600 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 250.00 | 250.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0610 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 189.50 | 189.500 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0620 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0630 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0640 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE10510200706 | Fed/State Project Number | BRZ 0703 (290) | Category | 0003 BRIDGE | |||||||
| 0650 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 106.40 | 106.400 | 106.400 | 106.400 | 75.00 | 7,980.00 | |||
| 0660 | MASONRY COATING | 02998 | SQYD | 339.00 | 339.000 | 339.000 | 339.000 | 6.00 | 2,034.00 | |||
| 0670 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 51.10 | 51.100 | 51.100 | 51.100 | 75.00 | 3,832.50 | |||
| 0680 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,154.00 | 766.000 | 766.000 | 766.000 | 12.00 | 9,192.00 | |||
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,229.00 | 3,264.000 | 3,264.000 | 3,264.000 | 20.00 | 65,280.00 | |||
| 0700 | RETAINING WALL | 08018 | SQFT | 5,643.00 | 1.000 | 0.000 | 0.000 | 64.10 | 0.00 | |||
| 0710 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 150.00 | 200.000 | 199.270 | 199.270 | 52.00 | 10,362.04 | |||
| 0720 | TEST PILES | 08033 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 100.00 | 6,300.00 | |||
| 0730 | PILES-STEEL HP12X53 | 08046 | LF | 225.00 | 225.000 | 244.420 | 244.420 | 69.00 | 16,864.98 | |||
| 0740 | CONCRETE-CLASS A | 08100 | CUYD | 27.40 | 27.400 | 27.400 | 27.400 | 600.00 | 16,440.00 | |||
| 0750 | CONCRETE-CLASS AA | 08104 | CUYD | 80.60 | 80.600 | 80.600 | 80.600 | 668.00 | 53,840.80 | |||
| 0760 | STEEL REINF-EPOXY COATED | 08151 | LB | 17,564.00 | 17,564.000 | 17,564.000 | 17,564.000 | 1.10 | 19,320.40 | |||
| 0770 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 330.00 | 330.000 | 330.000 | 330.000 | 325.00 | 107,250.00 | |||
| 0780 | RAIL SYSTEM TYPE III | 21532ED | LF | 168.40 | 168.400 | 168.400 | 168.400 | 92.00 | 15,492.80 | |||
| 8001 | RETAINING WALL MSE WALL REVISION | 08018 | SQFT | 0.00 | 7,299.000 | 7,299.000 | 7,299.000 | 64.60 | 471,515.40 | |||
| Project | DE10510200706 | Fed/State Project Number | BRZ 0703 (290) | Category | 0004 DEMOBILIZATION | |||||||
| 0790 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 12,400.00 | 12,400.00 | 12,400.00 | |
| SUBTOT | $12,400.00 |
$935,285.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0770-1-0I |
Precast Box Beams | LF |
330.00 | 0002 | $182.670000 | $60,281.10 | ||||||
0770-1-0A |
Precast Box Beams | LF |
330.00 | 0007 | $182.670000 | $-60,281.10 | ||||||
| SUBTOT | $0.00 |
|||||||||||