|
Report_Id: 195122 Est NO 0022 |
Date:09/10/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195122 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Bidwell, Kyle S. | ||||||
| Contractor | CENTRAL BRIDGE COMPANY LLC | ADDR SN 0 VC Code KY0018903 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 08/05/2021 TO 08/18/2021 | ||||||
| Date Approved | 08/26/2021 | ||||||
| Primary Proj Number | BR04019721900 | ||||||
| Project No. | STP BRZ 9030 (113), STP BRZ 9030 (137), STP BRZ 9030 (108), STP BRZ 9030 (138), STP BRZ 9030 (115), STP BRZ 9030 (092) | ||||||
| Primary County | BOURBON | ||||||
| Name of Road | VARIOUS BRIDGES IN DISTRICT 5 & 7 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 1972 OVER GILBERTS CREE K (040B00024N), FROM MP 1.74 TO MP 1.80. | ||||||
| Date Let | 07/26/2019 | Formal Acceptance | |||||
| Date Awarded | 08/02/2019 | Date Work Began | 09/17/2019 | ||||
| Date Contract Executed | 08/26/2019 | Open To Traffic | |||||
| Date NTP Issued | 08/26/2019 | Actual Completion Date | |||||
| Current Contract Amount | $3,143,895.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,143,895.17 |
Total Earnings | $2,729,708.01 |
$2,472,639.88 |
$257,068.13 |
|
| Percent Complete | 86.83 |
Stockpiled Materials | $0.00 |
$46,757.41 |
$-46,757.41 |
|
| Funds Available | $414,187.16 |
Gross Earnings | $2,729,708.01 |
$2,519,397.29 |
$210,310.72 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,729,708.01 |
$2,519,397.29 |
$210,310.72 |
|||
| Contract Id | 195122 | Change Order Summary |
County | BOURBON | ||||||
| Estimate Nbr | 0022 | Project Number | STP BRZ 9030 (113), STP BRZ 9030 (137), STP BRZ 9030 (108), STP BRZ 9030 (138), STP BRZ 9030 (115), STP BRZ 9030 (092) | |||||||
| Contractor | CENTRAL BRIDGE COMPANY LLC | Period | 08/05/2021 TO 08/18/2021 | |||||||
| 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 | 195122 | COMMONWEALTH OF KENTUCKY |
County | BOURBON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04019721900 | ||||||
| Estimate Nbr | 0022 | Period | 08/05/2021 TO 08/18/2021 | |||||||
| Contractor | CENTRAL BRIDGE COMPANY LLC | |||||||||
| Project | BR00912051900 | Fed/State Project Number | STP BRZ 9030 (113) | Category | 0001 BRIDGE - 009C00031N | |||||||
| 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 | |
| 0590 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 10.00 | 70.00 | |||
| 0595 | GRANULAR EMBANKMENT | 02223 | CUYD | 95.00 | 95.000 | 95.000 | 95.000 | 75.00 | 7,125.00 | |||
| 0600 | REMOVE & RESET FENCE | 02267 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 20.00 | 1,500.00 | |||
| 0605 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 162.50 | 162.500 | 166.250 | 166.250 | 15.80 | 2,626.75 | |||
| 0610 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 45.00 | 45.00 | |||
| 0615 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 0620 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0625 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0630 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 0635 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,081.00 | 2,162.00 | |||
| 0640 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0645 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,800.00 | 26,800.00 | |||
| 0650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.20 | 46.200 | 46.200 | 46.200 | 72.56 | 3,352.27 | |||
| 0655 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 453.00 | 453.000 | 453.000 | 453.000 | 181.87 | 82,387.11 | |||
| 0660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 114.00 | 114.000 | 95.270 | 95.270 | 155.00 | 14,766.85 | |||
| 0665 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,200.00 | 13,200.00 | |||
| 0670 | CONCRETE-CLASS A | 08100 | CUYD | 168.80 | 168.800 | 168.800 | 168.800 | 657.00 | 110,901.60 | |||
| 0675 | CONCRETE-CLASS AA (REVISED: 7-15-19) | 08104 | CUYD | 14.40 | 14.400 | 14.400 | 14.400 | 3,122.00 | 44,956.80 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 14,142.00 | 14,142.000 | 14,142.000 | 14,142.000 | 1.17 | 16,546.14 | |||
| 0685 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,075.00 | 2,075.000 | 2,075.000 | 2,075.000 | 1.27 | 2,635.25 | |||
| 0690 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 232.50 | 232.500 | 232.500 | 232.500 | 255.00 | 59,287.50 | |||
| 0695 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| 0700 | CONCRETE SEALING | 23378EC | SQFT | 973.00 | 973.000 | 973.000 | 973.000 | 23.30 | 22,670.90 | |||
| 0705 | CONCRETE COATING Approx. 1188 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,750.00 | 0.00 | |||
| 0710 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 81.30 | 81.300 | 81.300 | 81.300 | 140.00 | 11,382.00 | |||
| Project | BR00912051900 | Fed/State Project Number | STP BRZ 9030 (113) | Category | 0019 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0715 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.01 | 22,500.01 | |||
| 0720 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,411.07 | 0.00 | |||
| SUBTOT | $0.00 |
$490,515.18 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0690-1-0I |
BOX BEAM, CB | LF |
232.50 | 0004 | $128.560000 | $28,395.69 | ||||||
0690-1-0A |
BOX BEAM, CB | LF |
232.50 | 0011 | $128.560000 | $-28,395.69 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR03411211900 | Fed/State Project Number | STP BRZ 9030 (137) | Category | 0001 BRIDGE - 034C00009N | |||||||
| 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 | |
| 0415 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0420 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 25.000 | 0.000 | 25.000 | 75.00 | 1,875.00 | 1,875.00 | |
| 0425 | EMBANKMENT IN PLACE | 02230 | CUYD | 58.00 | 58.000 | 0.000 | 0.000 | 62.95 | 0.00 | |||
| 0430 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 15.80 | 0.00 | |||
| 0435 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0440 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0445 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0450 | REMOVE GUARDRAIL | 02381 | LF | 512.50 | 512.500 | 512.500 | 512.500 | 1.00 | 512.50 | |||
| 0455 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0460 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 14,000.00 | 7,000.00 | 14,000.00 | |
| 0465 | RETAINING WALL-GABION | 02610 | CUYD | 300.00 | 300.000 | 299.000 | 299.000 | 265.69 | 79,441.31 | |||
| 0470 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.650 | 0.850 | 15,000.00 | 3,000.00 | 12,750.00 | |
| 0475 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,080.00 | 1,080.00 | |||
| 0480 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,800.00 | 2,800.00 | 2,800.00 | |
| 0485 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 0490 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 49.80 | 49.800 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0495 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 418.00 | 418.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 34.30 | 34.300 | 34.300 | 0.000 | 34.300 | 210.00 | 7,203.00 | 7,203.00 | |
| 0505 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 14,250.00 | 14,250.00 | 14,250.00 | |
| 0510 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 84.00 | 84.000 | 144.250 | 0.000 | 144.250 | 69.00 | 9,953.25 | 9,953.25 | |
| 0515 | TEST PILES | 08033 | LF | 20.00 | 20.000 | 25.000 | 25.000 | 83.00 | 2,075.00 | |||
| 0520 | PRE-DRILLING FOR PILES | 08039 | LF | 77.40 | 77.400 | 162.000 | 162.000 | 247.28 | 40,059.36 | |||
| 0525 | PILES-STEEL HP12X53 | 08046 | LF | 69.90 | 69.900 | 83.250 | 83.250 | 112.00 | 9,324.00 | |||
| 0530 | PILE POINTS-12 IN | 08094 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 122.00 | 610.00 | |||
| 0535 | CONCRETE-CLASS A | 08100 | CUYD | 45.00 | 45.000 | 45.000 | 0.000 | 45.000 | 1,956.00 | 88,020.00 | 88,020.00 | |
| 0540 | CONCRETE-CLASS AA (REVISED: 7-15-19) | 08104 | CUYD | 34.80 | 34.800 | 0.000 | 0.000 | 2,548.00 | 0.00 | |||
| 0545 | STEEL REINFORCEMENT | 08150 | LB | 2,510.00 | 2,510.000 | 0.000 | 0.000 | 1.17 | 0.00 | |||
| 0550 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,374.00 | 5,374.000 | 5,374.000 | 0.000 | 5,374.000 | 1.27 | 6,824.98 | 6,824.98 | |
| 0555 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 315.30 | 315.300 | 315.300 | 0.000 | 315.300 | 323.00 | 101,841.90 | 101,841.90 | |
| 0560 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 6,100.00 | 3,050.00 | 3,050.00 | |
| 0565 | CONCRETE SEALING | 23378EC | SQFT | 1,261.30 | 1,261.300 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0570 | CONCRETE COATING Approx. 1611 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,100.00 | 0.00 | |||
| 0575 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 143.90 | 143.900 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 8002 | MASS CONCRETE McCalls Mill | 10041NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 291.28 | 0.00 | |||
| 8003 | FOUNDATION PREPARATION Abutment | 08003 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 25,500.00 | 0.00 | |||
| 8004 | PRE-DRILLING FOR PILES Southern Abutment | 08039 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| 8005 | PILES-STEEL HP14X89 | 08051 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 8006 | PILE POINTS-14 IN | 08095 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 178.50 | 0.00 | |||
| 8007 | CONCRETE-CLASS B Higher Slump | 02555 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 455.00 | 0.00 | |||
| 8008 | MOBILIZATION Mobilization for Drilling Equipment | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 9,250.00 | 0.00 | |||
| 8009 | CONCRETE COATING Southern Abutment, Special Color | 24982EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 12,600.00 | 0.00 | |||
| Project | BR03411211900 | Fed/State Project Number | STP BRZ 9030 (137) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0580 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 22,500.00 | 11,250.00 | 22,500.00 | |
| 0585 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,411.08 | 0.00 | |||
| SUBTOT | $257,068.13 |
$934,685.48 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0555-1-0I |
BOX BEAM, CB | LF |
315.30 | 0018 | $156.100000 | $46,757.41 | ||||||
0555-1-0A |
BOX BEAM, CB | LF |
315.30 | 0022 | $156.100000 | -46,757.41 | $-46,757.41 | |||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR03716891901 | Fed/State Project Number | STP BRZ 9030 (108) | Category | 0001 BRIDGE - 037B00034N | |||||||
| 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 | 8.00 | 8.000 | 8.000 | 8.000 | 10.00 | 80.00 | |||
| 0140 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 28.000 | 28.000 | 75.00 | 2,100.00 | |||
| 0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 125.000 | 125.000 | 15.80 | 1,975.00 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,100.00 | 6,300.00 | |||
| 0155 | REMOVE GUARDRAIL | 02381 | LF | 303.00 | 303.000 | 303.000 | 303.000 | 1.00 | 303.00 | |||
| 0160 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 50.00 | 1,600.00 | |||
| 0165 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,600.00 | 5,600.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,080.00 | 2,160.00 | |||
| 0180 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0185 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,200.00 | 27,200.00 | |||
| 0190 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 44.20 | 44.200 | 44.200 | 44.200 | 71.32 | 3,152.34 | |||
| 0195 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 113.00 | 113.000 | 113.000 | 113.000 | 247.58 | 27,976.54 | |||
| 0200 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,575.00 | 13,575.00 | |||
| 0205 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 228.00 | 228.000 | 115.280 | 115.280 | 45.00 | 5,187.60 | |||
| 0210 | TEST PILES | 08033 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 93.00 | 2,790.00 | |||
| 0215 | PRE-DRILLING FOR PILES | 08039 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 175.43 | 14,034.40 | |||
| 0220 | PILES-STEEL HP12X53 | 08046 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 91.00 | 6,552.00 | |||
| 0225 | CONCRETE-CLASS A | 08100 | CUYD | 20.80 | 20.800 | 20.800 | 20.800 | 1,590.00 | 33,072.00 | |||
| 0230 | CONCRETE-CLASS AA (REVISED: 7-15-19) | 08104 | CUYD | 25.30 | 25.300 | 25.300 | 25.300 | 2,105.00 | 53,256.50 | |||
| 0235 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,478.00 | 5,478.000 | 5,478.000 | 5,478.000 | 1.27 | 6,957.06 | |||
| 0240 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 322.50 | 322.500 | 322.500 | 322.500 | 291.00 | 93,847.50 | |||
| 0245 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,775.00 | 6,775.00 | |||
| 0250 | CONCRETE SEALING | 23378EC | SQFT | 1,352.00 | 1,352.000 | 1,352.000 | 1,352.000 | 17.00 | 22,984.00 | |||
| 0255 | CONCRETE COATING Approx. 190 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0260 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 112.50 | 112.500 | 112.500 | 112.500 | 140.00 | 15,750.00 | |||
| Project | BR03716891901 | Fed/State Project Number | STP BRZ 9030 (108) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0265 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,411.07 | 0.00 | |||
| SUBTOT | $0.00 |
$1,326,413.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0240-1-0I |
BOX BEAM, CB | LF |
322.50 | 0004 | $147.300000 | $45,129.04 | ||||||
0240-1-0A |
BOX BEAM, CB | LF |
322.50 | 0013 | $147.300000 | $-45,129.04 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR04019721900 | Fed/State Project Number | STP BRZ 9030 (138) | Category | 0001 BRIDGE - 040B00024N | |||||||
| 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 | 10.00 | 10.000 | 6.000 | 6.000 | 10.00 | 60.00 | |||
| 0280 | GRANULAR EMBANKMENT | 02223 | CUYD | 95.00 | 95.000 | 34.730 | 34.730 | 137.55 | 4,777.11 | |||
| 0285 | REMOVE & RESET FENCE | 02267 | LF | 185.00 | 185.000 | 185.000 | 185.000 | 20.00 | 3,700.00 | |||
| 0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 15.80 | 1,580.00 | |||
| 0295 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 0300 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0305 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,600.00 | 5,600.00 | |||
| 0310 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,500.00 | 24,500.00 | |||
| 0315 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 132,000.00 | 132,000.00 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,080.00 | 2,160.00 | |||
| 0325 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0330 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | |||
| 0335 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 80.00 | 3,200.00 | |||
| 0340 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 715.00 | 715.000 | 715.000 | 715.000 | 61.50 | 43,972.50 | |||
| 0345 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 86.00 | 86.000 | 86.000 | 86.000 | 130.00 | 11,180.00 | |||
| 0350 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,750.00 | 17,750.00 | |||
| 0355 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 90.00 | 90.000 | 121.630 | 121.630 | 70.00 | 8,514.10 | |||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 160.60 | 160.600 | 160.600 | 160.600 | 570.00 | 91,542.00 | |||
| 0365 | CONCRETE-CLASS AA (REVISED: 7-15-19) | 08104 | CUYD | 15.40 | 15.400 | 15.400 | 15.400 | 2,642.00 | 40,686.80 | |||
| 0370 | STEEL REINFORCEMENT | 08150 | LB | 14,860.00 | 14,860.000 | 14,860.000 | 14,860.000 | 1.17 | 17,386.20 | |||
| 0375 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,630.00 | 1,630.000 | 1,630.000 | 1,630.000 | 1.27 | 2,070.10 | |||
| 0380 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 190.00 | 190.000 | 190.000 | 190.000 | 302.00 | 57,380.00 | |||
| 0385 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0390 | CONCRETE SEALING | 23378EC | SQFT | 792.00 | 792.000 | 792.000 | 792.000 | 29.00 | 22,968.00 | |||
| 0395 | CONCRETE COATING Approx. 2320 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 0400 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 66.00 | 66.000 | 66.000 | 66.000 | 140.00 | 9,240.00 | |||
| 8000 | REIMBURSEMENT 48" Pipe | 10299N | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 4,446.91 | 0.00 | |||
| Project | BR04019721900 | Fed/State Project Number | STP BRZ 9030 (138) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0405 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 0410 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,411.07 | 0.00 | |||
| SUBTOT | $0.00 |
$1,881,280.23 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0380-1-0I |
BOX BEAM, CB | LF |
190.00 | 0004 | $126.000000 | $22,743.00 | ||||||
0380-1-0A |
BOX BEAM, CB | LF |
190.00 | 0009 | $126.000000 | $-22,743.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR04019721901 | Fed/State Project Number | STP BRZ 9030 (115) | Category | 0001 BRIDGE - 040B00025N | |||||||
| 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 | |
| 0725 | ENTRANCE PIPE-15 IN | 00440 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0730 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 10.00 | 60.00 | |||
| 0735 | GRANULAR EMBANKMENT | 02223 | CUYD | 85.00 | 85.000 | 16.830 | 16.830 | 152.75 | 2,570.78 | |||
| 0740 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 137.50 | 137.500 | 128.750 | 128.750 | 15.80 | 2,034.25 | |||
| 0745 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0750 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,100.00 | 6,300.00 | |||
| 0755 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0760 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,600.00 | 5,600.00 | |||
| 0765 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0770 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 103,000.00 | 0.00 | |||
| 0775 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,080.00 | 2,160.00 | |||
| 0780 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0785 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0790 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 67.90 | 67.900 | 67.900 | 67.900 | 65.00 | 4,413.50 | |||
| 0795 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 750.00 | 750.000 | 750.000 | 750.000 | 95.10 | 71,325.00 | |||
| 0800 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 164.00 | 164.000 | 164.000 | 164.000 | 80.00 | 13,120.00 | |||
| 0805 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 192.40 | 192.400 | 192.400 | 192.400 | 653.00 | 125,637.20 | |||
| 0815 | CONCRETE-CLASS AA | 08104 | CUYD | 16.30 | 16.300 | 16.300 | 16.300 | 4,005.00 | 65,281.50 | |||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 15,092.00 | 15,092.000 | 15,092.000 | 15,092.000 | 1.17 | 17,657.64 | |||
| 0825 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,603.00 | 2,603.000 | 2,603.000 | 2,603.000 | 1.27 | 3,305.81 | |||
| 0830 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 249.00 | 249.000 | 249.000 | 249.000 | 290.00 | 72,210.00 | |||
| 0835 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,100.00 | 7,100.00 | |||
| 0840 | CONCRETE SEALING | 23378EC | SQFT | 1,033.00 | 1,033.000 | 1,033.000 | 1,033.000 | 22.00 | 22,726.00 | |||
| 0845 | CONCRETE COATING Approx 1386 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0850 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 75.00 | 75.000 | 66.000 | 66.000 | 140.00 | 9,240.00 | |||
| 8001 | MASS CONCRETE Garrard Bridge | 10041NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 258.64 | 0.00 | |||
| Project | BR04019721901 | Fed/State Project Number | STP BRZ 9030 (115) | Category | 0020 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0855 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 0860 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,411.07 | 0.00 | |||
| SUBTOT | $0.00 |
$2,387,771.92 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0830-1-0I |
BOX BEAM, CB | LF |
249.00 | 0004 | $127.750000 | $30,219.26 | ||||||
0830-1-0A |
BOX BEAM, CB | LF |
249.00 | 0014 | $127.750000 | $-30,219.26 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR10506201901 | Fed/State Project Number | STP BRZ 9030 (092) | Category | 0001 BRIDGE - 105B00095N | |||||||
| 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 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 10.00 | 70.00 | |||
| 0010 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 150.00 | 1,500.00 | |||
| 0015 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 87.50 | 87.500 | 133.500 | 133.500 | 35.00 | 4,672.50 | |||
| 0020 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0025 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0030 | REMOVE GUARDRAIL | 02381 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 1.00 | 160.00 | |||
| 0035 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0045 | RETAINING WALL-GABION | 02610 | CUYD | 14.00 | 14.000 | 14.000 | 14.000 | 830.00 | 11,620.00 | |||
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0055 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,080.00 | 2,160.00 | |||
| 0060 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 75.00 | 3,450.00 | |||
| 0065 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 107.00 | 107.000 | 107.000 | 107.000 | 222.30 | 23,786.10 | |||
| 0070 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0075 | CONCRETE-CLASS AA | 08104 | CUYD | 20.00 | 20.000 | 20.000 | 20.000 | 2,395.00 | 47,900.00 | |||
| 0080 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 6,299.00 | 6,299.000 | 6,299.000 | 6,299.000 | 1.27 | 7,999.73 | |||
| 0085 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,400.00 | 24,400.00 | |||
| 0090 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 316.00 | 316.000 | 316.000 | 316.000 | 287.00 | 90,692.00 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 160.00 | 160.000 | 150.000 | 150.000 | 160.00 | 24,000.00 | |||
| 0100 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,700.00 | 6,700.00 | |||
| 0105 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 19.00 | 19.000 | 19.000 | 19.000 | 263.00 | 4,997.00 | |||
| 0110 | CONCRETE SEALING | 23378EC | SQFT | 1,276.00 | 1,276.000 | 1,276.000 | 1,276.000 | 18.00 | 22,968.00 | |||
| 0115 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 18.00 | 18.000 | 18.000 | 18.000 | 206.00 | 3,708.00 | |||
| 0120 | CONCRETE COATING Approx. 1850 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| Project | BR10506201901 | Fed/State Project Number | STP BRZ 9030 (092) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0125 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,499.99 | 22,499.99 | |||
| 0130 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 7,411.07 | 1,852.76 | |||
| SUBTOT | $0.00 |
$2,729,708.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||