|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071011 | Estimate Number | 0030 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11320) Perkins, Robert W. P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 02/05/2010 TO 06/17/2010 | ||||||
| Date Approved | 08/25/2010 | ||||||
| Primary Proj Number | DE04834550711 | ||||||
| Project No. | BRZ 1103 (210) | ||||||
| Primary County | HARLAN | ||||||
| Name of Road | EVARTS-HARLAN ROAD (KY 3455) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES AT CLOVER FORK OF CUMBERLAND RIVER 0.1 MILE SOUTH OF KY 38 | ||||||
| Date Let | 02/16/2007 | Formal Acceptance | 11/13/2008 | ||||
| Date Awarded | 02/26/2007 | Date Work Began | 07/03/2007 | ||||
| Date Contract Executed | 04/23/2007 | Open To Traffic | 10/02/2008 | ||||
| Date NTP Issued | 04/23/2007 | Actual Completion Date | 10/02/2008 | ||||
| Current Contract Amount | $1,017,633.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $980,784.55 |
Total Earnings | $964,359.16 |
$960,735.57 |
$3,623.59 |
|
| Percent Complete | 94.76 |
Stockpiled Materials | $-6.02 |
$-6.02 |
$0.00 |
|
| Funds Available | $53,280.61 |
Gross Earnings | $964,353.14 |
$960,729.55 |
$3,623.59 |
|
| Total Change Orders | $36,849.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $964,353.14 |
$960,729.55 |
$3,623.59 |
|||
| Contract Id | 071011 | Change Order Summary |
County | HARLAN | ||||||
| Estimate Nbr | 0030 | Project Number | BRZ 1103 (210) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 02/05/2010 TO 06/17/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Gabbion Mattress and Steel Reinforcement | Approved | 02/18/2009 | $36,849.20 | 14.0 | |||||
| 002 | Liquidated Damages Override | Approved | 08/25/2008 | $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 | 071011 | COMMONWEALTH OF KENTUCKY |
County | HARLAN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04834550711 | |||||||
| Estimate Nbr | 0030 | Period | 02/05/2010 TO 06/17/2010 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | DE04834550711 | Fed/State Project Number | BRZ 1103 (210) | 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 | 257.00 | 257.000 | 255.630 | 255.630 | 42.20 | 10,787.58 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 607.00 | 607.000 | 479.710 | 479.710 | 82.80 | 39,719.98 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 71.00 | 71.000 | 125.240 | 125.240 | 161.60 | 20,238.78 | |||
| 0040 | ENTRANCE PIPE-15 INCH | 00440 | LF | 98.00 | 98.000 | 100.000 | 100.000 | 30.00 | 3,000.00 | |||
| 0050 | CULVERT PIPE-18 INCH | 00462 | LF | 165.60 | 165.600 | 60.000 | 60.000 | 40.00 | 2,400.00 | |||
| 0060 | DROP BOX INLET TYPE 10 | 01541 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0070 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0080 | ISLAND CURB AND GUTTER | 01825 | LF | 8.00 | 8.000 | 100.000 | 100.000 | 36.00 | 3,600.00 | |||
| 0090 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0100 | TEMPORARY DITCH | 02159 | LF | 506.00 | 506.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | EMBANKMENT IN PLACE | 02230 | CUYD | 226.00 | 226.000 | 226.000 | 226.000 | 39.00 | 8,814.00 | |||
| 0120 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 262.50 | 262.500 | 277.500 | 277.500 | 18.00 | 4,995.00 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 55.00 | 165.00 | |||
| 0150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 0170 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 75.00 | 750.00 | |||
| 0180 | CHANNEL LINING CLASS II | 02483 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0190 | CLEARING AND GRUBBING 1.2 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0200 | SIGNS | 02562 | SQFT | 79.00 | 79.000 | 144.000 | 144.000 | 25.00 | 3,600.00 | |||
| 0210 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 148.25 | 0.00 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0240 | TEMPORARY SILT FENCE | 02701 | LF | 359.00 | 359.000 | 546.200 | 546.200 | 3.00 | 1,638.60 | |||
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0260 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0290 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,077.00 | 1,077.000 | 160.000 | 160.000 | 1.00 | 160.00 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0310 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,000.00 | 52,000.00 | |||
| 0320 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,100.00 | 10,200.00 | |||
| 0330 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 224.00 | 224.000 | 240.000 | 240.000 | 35.00 | 8,400.00 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 392.00 | 392.000 | 564.600 | 564.600 | 1.30 | 733.98 | |||
| 0350 | TEMPORARY MULCH | 05952 | SQYD | 2,267.00 | 2,267.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0360 | SEEDING AND PROTECTION | 05985 | SQYD | 2,196.00 | 2,196.000 | 2,369.400 | 2,369.400 | 0.25 | 592.35 | |||
| 0370 | SODDING | 05990 | SQYD | 1,021.00 | 1,021.000 | 202.440 | 202.440 | 4.25 | 860.37 | |||
| 0380 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,053.00 | 1,053.000 | 1,068.000 | 1,068.000 | 1.80 | 1,922.40 | |||
| 0410 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0600 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 452.00 | 452.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8001 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -21,900.000 | -21,900.000 | 1.00 | -21,900.00 | |||
| Project | DE04834550711 | Fed/State Project Number | BRZ 1103 (210) | Category | 0002 BRIDGE | |||||||
| 0420 | SPREAD PPC BOX BEAM SB 36-48 | 21542EN | LF | 578.00 | 578.000 | 578.000 | 578.000 | 273.00 | 157,794.00 | |||
| 0430 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 46.00 | 46.000 | 70.750 | 70.750 | 52.00 | 3,679.00 | |||
| 0440 | MASONRY COATING | 02998 | SQYD | 435.00 | 435.000 | 409.600 | 409.600 | 15.00 | 6,144.00 | |||
| 0450 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 61.00 | 61.000 | 58.680 | 58.680 | 57.00 | 3,344.76 | |||
| 0460 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 130.00 | 130.000 | 98.660 | 98.660 | 56.00 | 5,524.96 | |||
| 0470 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0480 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 745.00 | 470.000 | 594.050 | 594.050 | 30.00 | 17,821.50 | |||
| 0490 | TEST PILES | 08033 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 80.00 | 3,760.00 | |||
| 0500 | PILES-STEEL HP14X73 | 08050 | LF | 282.00 | 282.000 | 274.539 | 274.539 | 80.00 | 21,963.12 | |||
| 0510 | PILE POINTS-14 INCH | 08095 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 125.00 | 1,750.00 | |||
| 0520 | CONCRETE-CLASS A | 08100 | CUYD | 195.20 | 195.200 | 195.200 | 195.200 | 814.00 | 158,892.80 | |||
| 0530 | CONCRETE-CLASS AA | 08104 | CUYD | 259.50 | 259.500 | 259.500 | 259.500 | 650.00 | 168,675.00 | |||
| 0540 | STEEL REINFORCEMENT | 08150 | LB | 30,066.00 | 30,066.000 | 30,066.000 | 30,066.000 | 0.85 | 25,556.10 | |||
| 0550 | STEEL REINF-EPOXY COATED | 08151 | LB | 57,333.00 | 75,371.000 | 75,371.000 | 75,371.000 | 0.90 | 67,833.90 | |||
| 0560 | MECH REINF COUPLER #5 | 21507ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 12.00 | 96.00 | |||
| 0570 | MECH REINF COUPLER #6 | 21508ND | EACH | 600.00 | 600.000 | 600.000 | 600.000 | 16.00 | 9,600.00 | |||
| 0580 | MECH REINF COUPLER #8 | 21509ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 59.00 | 472.00 | |||
| 0610 | GRANULAR PILE CORE | 20209EP69 | CUYD | 124.00 | 124.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 8000 | CHANNEL LINING CLASS IA Gabbion Mattress | 02482 | TON | 0.00 | 251.000 | 155.040 | 155.040 | 115.00 | 17,829.60 | |||
| Project | DE04834550711 | Fed/State Project Number | BRZ 1103 (210) | Category | 0003 DEMOBILIZATION | |||||||
| 0590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 14,494.35 | 3,623.58 | 14,494.35 | |
| SUBTOT | $3,623.58 |
$964,359.14 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0420-1-0I |
BOX BEAM, B | LF |
578.00 | 0008 | $150.526000 | $87,004.02 | ||||||
0420-1-0A |
BOX BEAM, B | LF |
385.46 | 0013 | $150.526000 | $-58,021.75 | ||||||
0420-1-0A |
BOX BEAM, B | LF |
192.50 | 0022 | $150.526000 | $-28,976.25 | ||||||
0420-1-0A |
BOX BEAM, B | LF |
0.04 | 0028 | $150.526000 | $-6.02 | ||||||
0420-00C |
SPREAD PPC BOX BEAM SB 36-48 |
|
0.00 | 0024 | $0.000000 | $-6.02 | ||||||
| SUBTOT | $-6.02 |
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