|
Report_Id: 195060 Est NO 0013 |
Date:05/22/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195060 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) West, Matthew B. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code KY0036484 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 04/17/2020 TO 04/30/2020 | ||||||
| Date Approved | 05/08/2020 | ||||||
| Primary Proj Number | BR03007641960 | ||||||
| Project No. | STP 9030 (013), STP 9030 (014), STP 9030015 | ||||||
| Primary County | DAVIESS | ||||||
| Name of Road | KY 764 (DAVIESS) CR 1003 (OHIO) & KY 81 (MCLEAN) | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 764 BRIDGE OVER UNNAMED STREAM (0 30b00111N), FROM MP 2.261 TO MP 2.271 | ||||||
| Date Let | 03/22/2019 | Formal Acceptance | |||||
| Date Awarded | 03/29/2019 | Date Work Began | 06/18/2019 | ||||
| Date Contract Executed | 05/08/2019 | Open To Traffic | |||||
| Date NTP Issued | 05/08/2019 | Actual Completion Date | 04/30/2020 | ||||
| Current Contract Amount | $1,060,569.20 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,060,569.20 |
Total Earnings | $1,023,653.21 |
$980,147.95 |
$43,505.26 |
|
| Percent Complete | 96.52 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $36,915.99 |
Gross Earnings | $1,023,653.21 |
$980,147.95 |
$43,505.26 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,023,653.21 |
$980,147.95 |
$43,505.26 |
|||
| Contract Id | 195060 | Change Order Summary |
County | DAVIESS | ||||||
| Estimate Nbr | 0013 | Project Number | STP 9030 (013), STP 9030 (014), STP 9030015 | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 04/17/2020 TO 04/30/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 08/05/2019 | $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 | 195060 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR03007641960 | ||||||
| Estimate Nbr | 0013 | Period | 04/17/2020 TO 04/30/2020 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR03007641960 | Fed/State Project Number | STP 9030 (013) | Category | 0001 BRIDGE - 030B00111N | |||||||
| 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 | |
| 0005 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 194.00 | 194.000 | 194.000 | 194.000 | 126.00 | 24,444.00 | |||
| 0010 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 16.00 | 16.000 | 6.000 | 6.000 | 8.11 | 48.66 | |||
| 0015 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 28.000 | 28.000 | 232.96 | 6,522.88 | |||
| 0020 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 8.000 | 2,534.80 | 10,139.20 | 20,278.40 | |
| 0025 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 20.000 | 20.000 | 30.42 | 608.40 | |||
| 0030 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,593.33 | 16,593.33 | |||
| 0035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,523.48 | 11,523.48 | |||
| 0040 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,777.68 | 3,555.36 | |||
| 0045 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,233.77 | 2,233.77 | |||
| 0050 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0055 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,635.42 | 5,635.42 | |||
| 0060 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 69.99 | 5,599.20 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 30.42 | 3,042.00 | |||
| 0070 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0075 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 518.00 | 518.000 | 722.350 | 722.350 | 48.56 | 35,077.31 | |||
| 0080 | TEST PILES | 08033 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 68.62 | 6,999.24 | |||
| 0085 | PILES-STEEL HP12X53 | 08046 | LF | 816.00 | 816.000 | 773.930 | 773.930 | 61.62 | 47,689.56 | |||
| 0090 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 127.87 | 2,301.66 | |||
| 0095 | CONCRETE-CLASS A | 08100 | CUYD | 72.70 | 72.700 | 55.660 | 55.660 | 1,084.00 | 60,335.44 | |||
| 0100 | CONCRETE-CLASS AA | 08104 | CUYD | 36.00 | 36.000 | 51.960 | 51.960 | 1,084.00 | 56,324.64 | |||
| 0105 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 12,460.00 | 12,460.000 | 12,460.000 | 12,460.000 | 1.35 | 16,821.00 | |||
| 0110 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 535.50 | 535.500 | 535.500 | 535.500 | 260.81 | 139,663.75 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 153.00 | 153.000 | 153.000 | 153.000 | 147.02 | 22,494.06 | |||
| 0120 | CONCRETE COATING Approximately 708 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,165.86 | 12,165.86 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -1,600.000 | -1,600.000 | 1.00 | -1,600.00 | |||
| 8002 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8003 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,589.00 | 0.00 | |||
| 8004 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8005 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 13,523.48 | 0.00 | |||
| Project | BR03007641960 | Fed/State Project Number | STP 9030 (013) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0125 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,333.34 | 0.00 | |||
| SUBTOT | $10,139.20 |
$533,357.43 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07500811961 | Fed/State Project Number | STP 9030 (014) | Category | 0002 BRIDGE - 075B00026N BRIDGE ALTERNATE | |||||||
| 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 | |
| 0315 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 28.000 | 28.000 | 83.00 | 2,324.00 | |||
| 0320 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 8,269.91 | 4,134.95 | |||
| 0325 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 0330 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 86.90 | 3,997.40 | |||
| 0335 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 128.00 | 128.000 | 128.000 | 128.000 | 134.00 | 17,152.00 | |||
| 0340 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,849.47 | 5,849.47 | |||
| 0345 | CONCRETE-CLASS A | 08100 | CUYD | 3.00 | 3.000 | 4.110 | 4.110 | 4,885.14 | 20,077.92 | |||
| 0350 | CONCRETE-CLASS AA | 08104 | CUYD | 25.00 | 25.000 | 23.080 | 23.080 | 2,758.72 | 63,671.25 | |||
| 0355 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,443.00 | 3,443.000 | 3,443.000 | 3,443.000 | 1.39 | 4,785.77 | |||
| 0360 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,389.52 | 30,389.52 | |||
| 0365 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 132.00 | 132.000 | 132.000 | 132.000 | 243.20 | 32,102.40 | |||
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 66.00 | 66.000 | 66.000 | 0.000 | 66.000 | 152.09 | 10,037.94 | 10,037.94 | |
| 0375 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 8.00 | 8.000 | 6.000 | 6.000 | 332.93 | 1,997.58 | |||
| 0380 | CONCRETE COATING Approx. 950 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,189.37 | 0.00 | |||
| 0405 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,246.63 | 3,246.63 | 3,246.63 | |
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,534.80 | 0.00 | |||
| Project | BR07500811961 | Fed/State Project Number | STP 9030 (014) | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0385 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,333.33 | 0.00 | |||
| SUBTOT | $13,284.57 |
$734,524.28 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0365-1-0I |
BOX BEAM, CB | LF |
129.30 | 0006 | $142.880000 | $18,474.38 | ||||||
0365-1-0A |
BOX BEAM, CB | LF |
129.30 | 0011 | $142.880000 | $-18,474.38 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR09210031962 | Fed/State Project Number | STP 9030015 | Category | 0001 BRIDGE - 092C00001N | |||||||
| 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 | |
| 0130 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 170.00 | 170.000 | 112.290 | 57.710 | 170.000 | 120.10 | 13,486.02 | 20,417.00 | |
| 0135 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 8.11 | 64.88 | |||
| 0140 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 28.000 | 0.000 | 28.000 | 87.07 | 2,437.96 | 2,437.96 | |
| 0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 50.000 | 50.000 | 100.000 | 22.31 | 1,115.50 | 2,231.00 | |
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 200.000 | 30.42 | 3,042.00 | 6,084.00 | |
| 0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.70 | 101.40 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,546.23 | 3,092.46 | |||
| 0165 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 30.42 | 0.00 | |||
| 0170 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,266.89 | 5,266.89 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,025.99 | 9,025.99 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0185 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,150.54 | 1,150.54 | |||
| 0190 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0195 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,635.42 | 5,635.42 | |||
| 0200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 86.90 | 3,997.40 | |||
| 0205 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,168.16 | 13,168.16 | |||
| 0210 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 282.00 | 282.000 | 105.840 | 105.840 | 53.05 | 5,614.81 | |||
| 0215 | TEST PILES | 08033 | LF | 15.00 | 15.000 | 18.790 | 18.790 | 141.38 | 2,656.53 | |||
| 0220 | PRE-DRILLING FOR PILES | 08039 | LF | 120.00 | 120.000 | 80.000 | 80.000 | 333.95 | 26,716.00 | |||
| 0225 | PILES-STEEL HP12X53 | 08046 | LF | 105.00 | 105.000 | 161.810 | 161.810 | 127.65 | 20,655.04 | |||
| 0230 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 127.87 | 1,022.96 | |||
| 0235 | CONCRETE-CLASS A | 08100 | CUYD | 24.60 | 24.600 | 24.600 | 24.600 | 1,207.00 | 29,692.20 | |||
| 0240 | CONCRETE-CLASS AA | 08104 | CUYD | 56.80 | 56.800 | 56.800 | 56.800 | 1,207.00 | 68,557.60 | |||
| 0245 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 16,642.00 | 16,642.000 | 16,642.000 | 16,642.000 | 1.33 | 22,133.86 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 152.09 | 11,406.75 | |||
| 0255 | CONCRETE COATING Approximately 1238 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,574.36 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR09210031962 | Fed/State Project Number | STP 9030015 | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0260 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,333.33 | 0.00 | |||
| SUBTOT | $20,081.48 |
$1,023,653.14 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||