|
Report_Id: 235325 Est NO 0002 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235325 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles 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 | 05/17/2024 TO 05/30/2024 | ||||||
| Date Approved | 06/09/2024 | ||||||
| Primary Proj Number | BR01701262300 | ||||||
| Project No. | STP BRZ 9030 (436), STP BRZ 9030 (437), STP BRZ 9030 (438) | ||||||
| Primary County | CALDWELL | ||||||
| Name of Road | VARIOUS ROUTES | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 126 OVER BURNS CREEK (017B00024N) | ||||||
| Date Let | 11/16/2023 | Formal Acceptance | |||||
| Date Awarded | 11/29/2023 | Date Work Began | 05/06/2024 | ||||
| Date Contract Executed | 01/19/2024 | Open To Traffic | |||||
| Date NTP Issued | 01/19/2024 | Actual Completion Date | |||||
| Current Contract Amount | $6,931,624.43 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,931,624.43 |
Total Earnings | $415,491.52 |
$218,120.00 |
$197,371.52 |
|
| Percent Complete | 5.99 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,516,132.91 |
Gross Earnings | $415,491.52 |
$218,120.00 |
$197,371.52 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $415,491.52 |
$218,120.00 |
$197,371.52 |
|||
| Contract Id | 235325 | Change Order Summary |
County | CALDWELL | ||||||
| Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (436), STP BRZ 9030 (437), STP BRZ 9030 (438) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 05/17/2024 TO 05/30/2024 | |||||||
| 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 | 235325 | COMMONWEALTH OF KENTUCKY |
County | CALDWELL | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR01701262300 | ||||||
| Estimate Nbr | 0002 | Period | 05/17/2024 TO 05/30/2024 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR01701262300 | Fed/State Project Number | STP BRZ 9030 (436) | Category | 0001 BRIDGE - 017B00024N | |||||||
| 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 | DGA BASE | 00001 | TON | 528.00 | 528.000 | 0.000 | 0.000 | 54.72 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 194.86 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 770.93 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 635.00 | 635.000 | 0.000 | 0.000 | 112.65 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 117.00 | 117.000 | 0.000 | 0.000 | 182.17 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 767.36 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15.28 | 0.00 | |||
| 0040 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 18.60 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 1,992.00 | 1,992.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 33.87 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 86.89 | 0.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,570.43 | 0.00 | |||
| 0065 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 469.10 | 0.00 | |||
| 0070 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 452.55 | 0.00 | |||
| 0075 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,600.00 | 0.00 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,600.00 | 0.00 | |||
| 0085 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0090 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,875.00 | 0.00 | |||
| 0095 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 69,300.00 | 0.00 | |||
| 0100 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0105 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,700.00 | 0.00 | |||
| 0115 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 453.00 | 453.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0120 | TEST PILES | 08033 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0125 | PRE-DRILLING FOR PILES | 08039 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 415.00 | 0.00 | |||
| 0130 | PILES-STEEL HP12X53 | 08046 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 148.00 | 0.00 | |||
| 0135 | PILE POINTS-12 IN | 08094 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0140 | CONCRETE-CLASS A | 08100 | CUYD | 26.00 | 26.000 | 0.000 | 0.000 | 1,870.00 | 0.00 | |||
| 0145 | CONCRETE-CLASS AA | 08104 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 1,515.00 | 0.00 | |||
| 0150 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 25,843.00 | 25,843.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0155 | SAWCUT PAVEMENT | 20550ND | LF | 42.00 | 42.000 | 0.000 | 0.000 | 6.45 | 0.00 | |||
| 0160 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,400.00 | 0.00 | |||
| 0165 | CONCRETE SEALING | 23378EC | SQFT | 6,229.00 | 6,229.000 | 0.000 | 0.000 | 2.29 | 0.00 | |||
| 0170 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 199.00 | 199.000 | 0.000 | 0.000 | 157.00 | 0.00 | |||
| 0175 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,142.06 | 0.00 | |||
| 0180 | PPC I-BEAM HN 42-61 | 26188ED | LF | 294.00 | 294.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| Project | BR01701262300 | Fed/State Project Number | STP BRZ 9030 (436) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0185 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,666.68 | 0.00 | |||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 34,889.18 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07514122300 | Fed/State Project Number | STP BRZ 9030 (437) | Category | 0001 BRIDGE - 075B00053N | |||||||
| 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 | |
| 0195 | DGA BASE | 00001 | TON | 451.00 | 451.000 | 0.000 | 0.000 | 55.89 | 0.00 | |||
| 0200 | TRAFFIC BOUND BASE | 00020 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0205 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.60 | 4.600 | 0.000 | 0.000 | 232.01 | 0.00 | |||
| 0210 | ASPHALT SEAL COAT | 00103 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 785.20 | 0.00 | |||
| 0215 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 514.00 | 514.000 | 0.000 | 0.000 | 117.09 | 0.00 | |||
| 0220 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 74.00 | 74.000 | 0.000 | 0.000 | 180.19 | 0.00 | |||
| 0225 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 15.28 | 0.00 | |||
| 0230 | ROADWAY EXCAVATION | 02200 | CUYD | 745.00 | 745.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 212.50 | 212.500 | 0.000 | 0.000 | 33.05 | 0.00 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 86.89 | 0.00 | |||
| 0245 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,383.75 | 0.00 | |||
| 0250 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 478.92 | 0.00 | |||
| 0255 | WITNESS POST | 02432 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 462.37 | 0.00 | |||
| 0260 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0265 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 60.36 | 0.00 | |||
| 0270 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0275 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0280 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,560.00 | 0.00 | |||
| 0285 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 177,000.00 | 0.00 | |||
| 0290 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0295 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,452.00 | 1,452.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 160,000.00 | 0.00 | |||
| 0305 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 386.00 | 386.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0310 | TEST PILES | 08033 | LF | 494.00 | 494.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 0315 | PILES-STEEL HP14X89 | 08051 | LF | 4,445.00 | 4,445.000 | 0.000 | 0.000 | 157.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS A | 08100 | CUYD | 384.00 | 384.000 | 0.000 | 0.000 | 1,268.00 | 0.00 | |||
| 0325 | CONCRETE-CLASS AA | 08104 | CUYD | 242.00 | 242.000 | 0.000 | 0.000 | 1,340.00 | 0.00 | |||
| 0330 | STEEL REINFORCEMENT | 08150 | LB | 78,333.00 | 78,333.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 0335 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 45,566.00 | 45,566.000 | 0.000 | 0.000 | 1.69 | 0.00 | |||
| 0340 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 1,069.00 | 1,069.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0345 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 335.23 | 0.00 | |||
| 0350 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0355 | CONCRETE WEDGE CURB | 22883EN | LF | 213.00 | 213.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0360 | CONCRETE SEALING | 23378EC | SQFT | 9,942.00 | 9,942.000 | 0.000 | 0.000 | 2.28 | 0.00 | |||
| 0365 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.50 | 0.500 | 0.000 | 0.000 | 769.14 | 0.00 | |||
| 0370 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 546.00 | 546.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | BR07514122300 | Fed/State Project Number | STP BRZ 9030 (437) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0375 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,666.66 | 0.00 | |||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 34,889.17 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR09227122300 | Fed/State Project Number | STP BRZ 9030 (438) | Category | 0001 BRIDGE - 092B00136N | |||||||
| 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 | |
| 0385 | DGA BASE | 00001 | TON | 582.00 | 582.000 | 0.000 | 0.000 | 56.29 | 0.00 | |||
| 0390 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 194.86 | 0.00 | |||
| 0395 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 770.93 | 0.00 | |||
| 0400 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 735.00 | 735.000 | 0.000 | 0.000 | 115.76 | 0.00 | |||
| 0405 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 135.00 | 135.000 | 0.000 | 0.000 | 160.89 | 0.00 | |||
| 0410 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 767.36 | 0.00 | |||
| 0415 | REMOVE PIPE | 01310 | LF | 99.00 | 99.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0420 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0425 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| 0430 | ASPHALT WEDGE CURB | 01897 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0435 | EMBANKMENT IN PLACE | 02230 | CUYD | 5,277.00 | 5,277.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0440 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 675.00 | 675.000 | 0.000 | 0.000 | 32.07 | 0.00 | |||
| 0445 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,570.43 | 0.00 | |||
| 0450 | REMOVE GUARDRAIL | 02381 | LF | 754.00 | 754.000 | 754.000 | 0.000 | 754.000 | 2.88 | 2,171.52 | 2,171.52 | |
| 0455 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0460 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 360,000.00 | 180,000.00 | |||
| 0465 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4.000 | 4,000.00 | 8,000.00 | 16,000.00 | |
| 0470 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,120.00 | 5,120.00 | |||
| 0475 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 185,000.00 | 185,000.00 | 185,000.00 | |
| 0480 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0485 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0490 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,200.00 | 0.00 | |||
| 0495 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 207.00 | 207.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0500 | TEST PILES | 08033 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0505 | PILES-STEEL HP12X53 | 08046 | LF | 614.00 | 614.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0510 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0515 | CONCRETE-CLASS A | 08100 | CUYD | 128.60 | 128.600 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 0520 | CONCRETE-CLASS AA | 08104 | CUYD | 212.30 | 212.300 | 0.000 | 0.000 | 1,360.00 | 0.00 | |||
| 0525 | STEEL REINFORCEMENT | 08150 | LB | 12,798.00 | 12,798.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 0530 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 69,630.00 | 69,630.000 | 0.000 | 0.000 | 1.69 | 0.00 | |||
| 0535 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,100.00 | 2,200.00 | 2,200.00 | |
| 0540 | SAWCUT PAVEMENT | 20550ND | LF | 39.00 | 39.000 | 0.000 | 0.000 | 5.61 | 0.00 | |||
| 0545 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,200.00 | 0.00 | |||
| 0550 | CONCRETE SEALING | 23378EC | SQFT | 14,439.00 | 14,439.000 | 0.000 | 0.000 | 2.34 | 0.00 | |||
| 0555 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 46,448.67 | 0.00 | |||
| 0560 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 762.70 | 762.700 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0565 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 495.49 | 0.00 | |||
| 0570 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 386.00 | 386.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0575 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,142.06 | 0.00 | |||
| Project | BR09227122300 | Fed/State Project Number | STP BRZ 9030 (438) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0580 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,666.66 | 0.00 | |||
| 0585 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 34,889.17 | 0.00 | |||
| SUBTOT | $197,371.52 |
$415,491.52 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||