|
ContID 071158 EST NO 0005 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071158 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03319) Gearlds, Kevin L., P.E. | ||||||
| Contractor | SCOTT AND MURPHY INC | MARS ADDR SN 2 | |||||
| 2335 BARREN RIVER RD | |||||||
| PO BOX 2520 | |||||||
| BOWLING GREEN , KY , 42101 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE00502550758 | ||||||
| Project No. | BRZ 0303 (217) | ||||||
| Primary County | BARREN | ||||||
| Name of Road | BON AYR ROAD (KY 255) | ||||||
| Description | REPLACE BRIDGE ON KY 255 OVER SINKING CREEK 1.4 MILES SOUTH OF JUNCTION WITH US 68 AT BON AYR | ||||||
| Date Let | 09/28/2007 | Formal Acceptance | |||||
| Date Awarded | 10/05/2007 | Date Work Began | 11/12/2007 | ||||
| Date Contract Executed | 11/01/2007 | Open To Traffic | |||||
| Date NTP Issued | 11/01/2007 | Actual Completion Date | |||||
| Current Contract Amount | $773,144.83 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $773,144.83 |
Total Earnings | $315,146.37 |
$260,560.81 |
$54,585.56 |
|
| Percent Complete | 40.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $456,662.46 |
Gross Earnings | $315,146.37 |
$260,560.81 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $316,482.37 |
$261,896.81 |
54,585.56 |
|||
| Contract Id | 071158 | Change Order Summary |
County | BARREN | ||||||
| Estimate Nbr | 0005 | Project Number | BRZ 0303 (217) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 01/11/2008 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 |
||
| DE00502550758 | 0460 | STRUCTURE EXCAV-SOLID ROCK | MASS CONCRETE | 0003 | 0.00 |
$0.00 |
$1,336.00 |
||
| Contract Id | 071158 | COMMONWEALTH OF KENTUCKY |
County | BARREN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00502550758 | ||||||
| Estimate Nbr | 0005 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | DE00502550758 | Fed/State Project Number | BRZ 0303 (217) | 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 | 673.00 | 673.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,346.00 | 1,346.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 190.00 | 190.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0050 | ENTRANCE PIPE-15 INCH | 00440 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0060 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0080 | TEMPORARY DITCH | 02159 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0090 | GRANULAR EMBANKMENT | 02223 | CUYD | 500.00 | 500.000 | 75.370 | 75.370 | 22.50 | 1,695.82 | |||
| 0100 | EMBANKMENT IN PLACE | 02230 | CUYD | 10,711.00 | 10,711.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 387.50 | 387.500 | 0.000 | 0.000 | 16.95 | 0.00 | |||
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0130 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,140.00 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0160 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0170 | CHANNEL LINING CLASS II | 02483 | TON | 383.00 | 383.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS III | 02484 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0190 | CLEARING AND GRUBBING 2.44 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0200 | SIGNS | 02562 | SQFT | 722.00 | 722.000 | 154.000 | 154.000 | 7.00 | 1,078.00 | |||
| 0210 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 5,771.00 | 1,442.75 | |||
| 0230 | TEMPORARY SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0240 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 350.00 | 2,100.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0290 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 5,000.00 | 1,250.00 | |||
| 0300 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0310 | EROSION CONTROL BLANKET | 05950 | SQYD | 536.00 | 536.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0320 | TEMPORARY MULCH | 05952 | SQYD | 7,045.00 | 7,045.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0330 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 705.00 | 705.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0340 | TOPDRESSING FERTILIZER | 05966 | TON | 0.37 | 0.370 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 7,045.00 | 7,045.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0360 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 917.00 | 917.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0380 | SILT TRAP TYPE C | 20496NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0390 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0400 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| Project | DE00502550758 | Fed/State Project Number | BRZ 0303 (217) | Category | 0002 DEMOBILIZATION | |||||||
| 0410 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,425.79 | 0.00 | |||
| Project | DE00502550758 | Fed/State Project Number | BRZ 0303 (217) | Category | 0003 BRIDGE | |||||||
| 0420 | FLOWABLE FILL | 02220 | CUYD | 298.00 | 298.000 | 0.000 | 0.000 | 122.50 | 0.00 | |||
| 0430 | MASONRY COATING | 02998 | SQYD | 437.00 | 437.000 | 145.000 | 145.000 | 9.25 | 1,341.25 | |||
| 0440 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 67.00 | 67.000 | 67.000 | 0.000 | 67.000 | 73.00 | 4,891.00 | 4,891.00 | |
| 0450 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 121.00 | 121.000 | 76.000 | 76.000 | 13.00 | 988.00 | |||
| 0460 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 25.00 | 25.000 | 31.330 | 31.330 | 116.00 | 3,634.28 | |||
| 0470 | TEST PILES | 08033 | LF | 72.00 | 72.000 | 84.970 | 84.970 | 57.20 | 4,860.28 | |||
| 0480 | PRE-DRILLING FOR PILES | 08039 | LF | 488.00 | 488.000 | 488.000 | 488.000 | 207.50 | 101,260.00 | |||
| 0490 | PILES-STEEL HP14X89 | 08051 | LF | 639.00 | 639.000 | 802.570 | 802.570 | 57.20 | 45,907.00 | |||
| 0500 | PILE POINTS-14 INCH | 08095 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 108.25 | 2,706.25 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 188.60 | 188.600 | 188.600 | 188.600 | 420.00 | 79,212.00 | |||
| 0520 | CONCRETE-CLASS AA | 08104 | CUYD | 80.90 | 80.900 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 0530 | STEEL REINF-EPOXY COATED | 08151 | LB | 22,404.00 | 22,404.000 | 10,427.000 | 11,977.000 | 22,404.000 | 1.08 | 11,261.16 | 24,196.32 | |
| 0540 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 176.30 | 176.300 | 176.300 | 0.000 | 176.300 | 218.00 | 38,433.40 | 38,433.40 | |
| 0550 | RAIL SYSTEM TYPE III | 21532ED | LF | 173.00 | 173.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
| SUBTOT | $54,585.56 |
$315,146.363 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||