|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101001 | Estimate Number | 0017 | Estimate Type FINAL | |||
| District Office | PADUCAH (01300) Poat, Kyle M. P.E. | ||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | ADDR SN 0 VC Code VC0000094127 | |||||
| CO INC | |||||||
| PO BOX 300 | |||||||
| HICKMAN , KY , 42050 | |||||||
| Pay Period | 11/29/2011 TO 01/24/2012 | ||||||
| Date Approved | 02/08/2012 | ||||||
| Primary Proj Number | DE02012281001 | ||||||
| Project No. | BRZ 0103 (285) | ||||||
| Primary County | CARLISLE | ||||||
| Name of Road | OVERHEAD BRIDGE ROAD (CR 1228) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES AT CANADIAN NATIONAL/ILLINOIS CENTRAL RAILROAD, 0.4 MILE WEST OF KY 51 | ||||||
| Date Let | 01/22/2010 | Formal Acceptance | 07/15/2011 | ||||
| Date Awarded | 02/02/2010 | Date Work Began | 04/13/2010 | ||||
| Date Contract Executed | 03/30/2010 | Open To Traffic | 10/28/2010 | ||||
| Date NTP Issued | 03/30/2010 | Actual Completion Date | 10/28/2010 | ||||
| Current Contract Amount | $1,576,927.67 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,595,299.81 |
Total Earnings | $1,576,927.57 |
$1,571,033.44 |
$5,894.13 |
|
| Percent Complete | 100 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $0.10 |
Gross Earnings | $1,576,927.57 |
$1,571,033.44 |
$5,894.13 |
|
| Total Change Orders | $-18,372.14 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,576,927.57 |
$1,571,033.44 |
$5,894.13 |
|||
| Contract Id | 101001 | Change Order Summary |
County | CARLISLE | ||||||
| Estimate Nbr | 0017 | Project Number | BRZ 0103 (285) | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | Period | 11/29/2011 TO 01/24/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Quantity Adjustments; Line Item Additions | Approved | 09/09/2011 | $-18,372.14 | 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 | 101001 | COMMONWEALTH OF KENTUCKY |
County | CARLISLE | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE02012281001 | ||||||
| Estimate Nbr | 0017 | Period | 11/29/2011 TO 01/24/2012 | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | |||||||||
| Project | DE02012281001 | Fed/State Project Number | BRZ 0103 (285) | 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 | 2,315.00 | 2,511.060 | 2,511.060 | 2,511.060 | 22.00 | 55,243.32 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 23.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,222.00 | 2,149.920 | 2,149.920 | 2,149.920 | 68.00 | 146,194.56 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 0.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 450.00 | 482.130 | 482.130 | 482.130 | 83.00 | 40,016.79 | |||
| 0060 | ENTRANCE PIPE-15 IN | 00440 | LF | 88.00 | 136.000 | 136.000 | 136.000 | 15.50 | 2,108.00 | |||
| 0070 | CULVERT PIPE-18 IN | 00462 | LF | 367.00 | 367.000 | 367.000 | 367.000 | 35.50 | 13,028.50 | |||
| 0080 | CULVERT PIPE-24 IN | 00464 | LF | 127.00 | 127.000 | 127.000 | 127.000 | 49.50 | 6,286.50 | |||
| 0090 | STORM SEWER PIPE-18 IN | 00522 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 28.75 | 2,300.00 | |||
| 0100 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,150.00 | 4,300.00 | |||
| 0110 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,675.00 | 2,675.00 | |||
| 0120 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,370.00 | 4,740.00 | |||
| 0130 | ASPHALT WEDGE CURB | 01897 | LF | 50.00 | 0.000 | 0.000 | 0.000 | 47.50 | 0.00 | |||
| 0140 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0150 | REMOVE PAVEMENT | 02091 | SQYD | 310.00 | 486.670 | 486.670 | 486.670 | 3.50 | 1,703.34 | |||
| 0160 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 86.00 | 78.900 | 78.900 | 78.900 | 39.00 | 3,077.10 | |||
| 0170 | TEMP DITCH | 02159 | LF | 800.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | EMBANKMENT IN PLACE | 02230 | CUYD | 17,689.00 | 17,811.220 | 17,811.220 | 17,811.220 | 5.50 | 97,961.71 | |||
| 0190 | WATER | 02242 | MGAL | 516.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0200 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,875.00 | 1,718.750 | 1,718.750 | 1,718.750 | 15.86 | 27,259.37 | |||
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 6.000 | 6.000 | 6.000 | 45.00 | 270.00 | |||
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0240 | CHANNEL LINING CLASS II | 02483 | TON | 744.00 | 733.620 | 733.620 | 733.620 | 28.00 | 20,541.36 | |||
| 0250 | CHANNEL LINING CLASS III | 02484 | TON | 242.00 | 0.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0260 | CLEARING AND GRUBBING 7.08 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 71,000.00 | 71,000.00 | |||
| 0270 | SIGNS | 02562 | SQFT | 127.00 | 127.000 | 127.000 | 127.000 | 12.00 | 1,524.00 | |||
| 0280 | EDGE KEY | 02585 | LF | 175.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0290 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,843.00 | 1,322.650 | 1,322.650 | 1,322.650 | 2.00 | 2,645.30 | |||
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0310 | TEMP SILT FENCE | 02701 | LF | 375.00 | 1,540.000 | 1,540.000 | 1,540.000 | 1.75 | 2,695.00 | |||
| 0320 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0330 | SILT TRAP TYPE B | 02704 | EACH | 17.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 0340 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 0350 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 34.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0370 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 8.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0380 | CLEAN TEMP SILT FENCE | 02709 | LF | 750.00 | 1,268.000 | 1,268.000 | 1,268.000 | 0.30 | 380.40 | |||
| 0390 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,500.00 | 15,500.00 | |||
| 0400 | REMOVE STRUCTURE REM EXIST BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,300.00 | 24,300.00 | |||
| 0410 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,578.00 | 7,266.000 | 7,266.000 | 7,266.000 | 1.40 | 10,172.40 | |||
| 0420 | TEMP MULCH | 05952 | SQYD | 34,267.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0430 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,265.00 | 0.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0440 | TOPDRESSING FERTILIZER | 05966 | TON | 1.20 | 0.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0450 | SEEDING AND PROTECTION | 05985 | SQYD | 22,651.00 | 22,651.000 | 22,651.000 | 22,651.000 | 0.33 | 7,474.83 | |||
| 0460 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 5,770.00 | 6,558.000 | -1.000 | 6,558.000 | 6,557.000 | 0.12 | -0.12 | 786.84 | |
| 0470 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,280.00 | 5,090.000 | 5,090.000 | 5,090.000 | 0.35 | 1,781.50 | |||
| 0480 | CONCRETE-CLASS A | 08100 | CUYD | 9.00 | 9.000 | 9.000 | 9.000 | 1,500.00 | 13,500.00 | |||
| 0490 | STEEL REINFORCEMENT | 08150 | LB | 72.00 | 72.000 | 72.000 | 72.000 | 1.00 | 72.00 | |||
| 0500 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,627.00 | 78.590 | 78.590 | 78.590 | 1.00 | 78.59 | |||
| 8001 | ISLAND INTEGRAL CURB | 01845 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 47.50 | 4,750.00 | |||
| Project | DE02012281001 | Fed/State Project Number | BRZ 0103 (285) | Category | 0002 BRIDGE | |||||||
| 0510 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 150.00 | 150.000 | 150.000 | 150.000 | 40.00 | 6,000.00 | |||
| 0520 | MASONRY COATING | 02998 | SQYD | 1,114.00 | 1,114.000 | 1,114.000 | 1,114.000 | 9.00 | 10,026.00 | |||
| 0530 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 72.20 | 72.200 | 72.200 | 72.200 | 75.00 | 5,415.00 | |||
| 0540 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,500.00 | 20,500.00 | |||
| 0550 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 394.00 | 452.610 | 452.610 | 452.610 | 32.00 | 14,483.52 | |||
| 0560 | TEST PILES | 08033 | LF | 237.00 | 237.000 | 237.000 | 237.000 | 45.00 | 10,665.00 | |||
| 0570 | PILES-STEEL HP12X53 | 08046 | LF | 2,764.00 | 2,569.310 | 2,569.310 | 2,569.310 | 39.00 | 100,203.09 | |||
| 0580 | CONCRETE-CLASS A | 08100 | CUYD | 382.90 | 382.900 | 382.900 | 382.900 | 495.00 | 189,535.50 | |||
| 0590 | CONCRETE-CLASS AA | 08104 | CUYD | 339.10 | 339.100 | 339.100 | 339.100 | 555.00 | 188,200.50 | |||
| 0600 | STEEL REINFORCEMENT | 08150 | LB | 72,330.00 | 72,330.000 | 72,330.000 | 72,330.000 | 0.82 | 59,310.60 | |||
| 0610 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 93,119.00 | 93,119.000 | 93,119.000 | 93,119.000 | 0.92 | 85,669.48 | |||
| 0620 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 921.33 | 921.330 | 921.330 | 921.330 | 195.00 | 179,659.35 | |||
| 8000 | REMOVE AND HAUL DEBRIS Material around EndBent # 2 | 24040EN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,496.08 | 6,496.08 | |||
| Project | DE02012281001 | Fed/State Project Number | BRZ 0103 (285) | Category | 0003 DEMOBILIZATION | |||||||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 23,577.00 | 5,894.25 | 23,577.00 | |
| Project | DE02012281001 | Fed/State Project Number | BRZ 0103 (285) | Category | 0004 FORCEMAIN RELOCATION | |||||||
| 0640 | CONCRETE-CLASS B THRUST BLOCKING | 02555 | CUYD | 5.00 | 4.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 0650 | BEND 11.25 DEG 6 IN MJ FITTINGS | 03538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0660 | BEND 22.50 DEG 6 IN MJ FITTINGS | 03545 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 0670 | BEND 45 DEG 6 IN MJ FITTINGS | 03554 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0680 | THRUST RESTRAINT GLAND-6 IN | 20967ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 110.00 | 1,100.00 | |||
| 0690 | TIE-IN TO FORCE MAIN | 21353ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0700 | OPEN CUT W/ STEEL ENCASEMENT 12 IN- 10-15 FT DEEP | 21788ED | LF | 140.00 | 140.000 | 140.000 | 140.000 | 100.00 | 14,000.00 | |||
| 0710 | OPEN CUT W/ STEEL ENCASEMENT 12 IN- 5-10 FT DEEP | 21788ED | LF | 70.00 | 70.000 | 70.000 | 70.000 | 95.00 | 6,650.00 | |||
| 0720 | RESTRAINED JOINT PVC FORCE MAIN-6 IN | 23720EC | LF | 350.00 | 340.000 | 340.000 | 340.000 | 25.50 | 8,670.00 | |||
| 0730 | LANDSCAPING | 23721NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $5,894.13 |
$1,576,927.54 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||