Report_Id: 195106 Est NO 0002 |
Date:09/17/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 195106 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11300) Moore, Robert S. | ||||||
Contractor | IRVINE CONTRACTING LLC | ADDR SN 0 VC Code KY0026324 | |||||
3637 E LAUREL ROAD | |||||||
LONDON , KY , 40741 | |||||||
Pay Period | 08/24/2019 TO 09/06/2019 | ||||||
Date Approved | 09/13/2019 | ||||||
Primary Proj Number | BR02612551978 | ||||||
Project No. | STP BRZ 9030 (047), STP BRZ 9030 (069), STP BRZ 9030 (090) | ||||||
Primary County | CLAY | ||||||
Name of Road | CR-1255-KY 219-CR 1212 | ||||||
Description | ADDRESS DEFICIENCIES OF CR-1255 BRIDGE OVER HORSE CREEK (026 C00070N), FROM MP .074 TO MP .08 | ||||||
Date Let | 05/24/2019 | Formal Acceptance | |||||
Date Awarded | 05/31/2019 | Date Work Began | 08/08/2019 | ||||
Date Contract Executed | 07/02/2019 | Open To Traffic | |||||
Date NTP Issued | 07/02/2019 | Actual Completion Date | |||||
Current Contract Amount | $1,278,057.44 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,278,057.44 |
Total Earnings | $106,670.43 |
$74,842.61 |
$31,827.82 |
|
Percent Complete | 8.35 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $1,171,387.01 |
Gross Earnings | $106,670.43 |
$74,842.61 |
$31,827.82 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $106,670.43 |
$74,842.61 |
$31,827.82 |
|||
Contract Id | 195106 | Change Order Summary |
County | CLAY | ||||||
Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (047), STP BRZ 9030 (069), STP BRZ 9030 (090) | |||||||
Contractor | IRVINE CONTRACTING LLC | Period | 08/24/2019 TO 09/06/2019 | |||||||
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 |
Contract Id | 195106 | COMMONWEALTH OF KENTUCKY |
County | CLAY | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02612551978 | ||||||
Estimate Nbr | 0002 | Period | 08/24/2019 TO 09/06/2019 | |||||||
Contractor | IRVINE CONTRACTING LLC | |||||||||
Project | BR02612551978 | Fed/State Project Number | STP BRZ 9030 (047) | Category | 0001 BRIDGE - 026C00070N | |||||||
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 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 107.31 | 0.00 | |||
0010 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
0015 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
0020 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0025 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
0030 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
0035 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0040 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0045 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
0050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
0055 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 127.00 | 127.000 | 0.000 | 0.000 | 239.88 | 0.00 | |||
0060 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 68,000.00 | 0.00 | |||
0065 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 45.00 | 45.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0070 | TEST PILES | 08033 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
0075 | PRE-DRILLING FOR PILES | 08039 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
0080 | PILES-STEEL HP12X53 | 08046 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
0085 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
0090 | CONCRETE-CLASS A | 08100 | CUYD | 97.00 | 97.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
0095 | CONCRETE-CLASS AA | 08104 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
0100 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 17,500.00 | 17,500.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
0105 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 332.00 | 0.00 | |||
0110 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 176.00 | 0.00 | |||
0115 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0120 | CONCRETE COATING Approx.1500 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
Project | BR02612551978 | Fed/State Project Number | STP BRZ 9030 (047) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0125 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,406.33 | 0.00 | |||
0130 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,400.00 | 0.00 | |||
SUBTOT | $0.00 |
$0.00 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | BR04802191901 | Fed/State Project Number | STP BRZ 9030 (069) | Category | 0001 BRIDGE - 048B00048N | |||||||
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 | |
0135 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0140 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0150 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
0165 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0170 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0185 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0190 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
0195 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
0200 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 228.00 | 228.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
0205 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,000.00 | 0.00 | |||
0210 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 110.00 | 110.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0215 | TEST PILES | 08033 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0220 | PRE-DRILLING FOR PILES | 08039 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 287.00 | 0.00 | |||
0225 | PILES-STEEL HP12X53 | 08046 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0230 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
0235 | CONCRETE-CLASS A | 08100 | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
0240 | CONCRETE-CLASS AA | 08104 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
0245 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
0250 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 252.00 | 252.000 | 0.000 | 0.000 | 283.00 | 0.00 | |||
0255 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 197.00 | 0.00 | |||
0260 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0265 | CONCRETE COATING Approx. 800 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,556.00 | 0.00 | |||
Project | BR04802191901 | Fed/State Project Number | STP BRZ 9030 (069) | Category | 0002 DEMOBILIZATION | |||||||
0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,406.34 | 0.00 | |||
SUBTOT | $0.00 |
$0.00 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | BR06612121901 | Fed/State Project Number | STP BRZ 9030 (090) | Category | 0001 BRIDGE - 066C00023N | |||||||
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 | |
0275 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0280 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
0285 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
0290 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0295 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
0300 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0305 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 10,000.00 | 5,000.00 | |||
0310 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.200 | 0.300 | 5,000.00 | 500.00 | 1,500.00 | |
0315 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
0320 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.200 | 0.300 | 3,000.00 | 300.00 | 900.00 | |
0325 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
0330 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
0335 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 41.00 | 41.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
0340 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 40.00 | 40.000 | 13.220 | 17.932 | 31.152 | 199.00 | 2,630.78 | 6,199.24 | |
0345 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 34,000.00 | 8,500.00 | 8,500.00 | |
0350 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0355 | CONCRETE-CLASS A | 08100 | CUYD | 68.50 | 68.500 | 19.620 | 22.100 | 41.720 | 800.00 | 15,696.00 | 33,376.00 | |
0360 | CONCRETE-CLASS AA | 08104 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0365 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,500.00 | 8,500.000 | 1,950.520 | 2,197.070 | 4,147.590 | 2.00 | 3,901.04 | 8,295.18 | |
0370 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 198.00 | 198.000 | 0.000 | 0.000 | 309.00 | 0.00 | |||
0375 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 172.00 | 0.00 | |||
0380 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.100 | 0.200 | 0.300 | 3,000.00 | 300.00 | 900.00 | |
0385 | CONCRETE COATING Approx 1400 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
Project | BR06612121901 | Fed/State Project Number | STP BRZ 9030 (090) | Category | 0002 DEMOBILIZATION | |||||||
0390 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,400.00 | 15,400.00 | |||
0395 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,406.33 | 0.00 | |||
SUBTOT | $31,827.82 |
$106,670.42 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |