|
Report_Id: 245355 Est NO 0001 |
Date:11/25/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245355 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 07/26/2024 TO 10/31/2024 | ||||||
| Date Approved | 11/11/2024 | ||||||
| Primary Proj Number | BR05300512400 | ||||||
| Project No. | STP BRZ 9030 (471), STP BRZ 9030 (472), STP BRZ 9030 (425) | ||||||
| Primary County | CALLOWAY | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 1 | ||||||
| Description | ADDRESS DEFICIENCIES OF US 51 OVER BRUSH CREEK (053B00002N) | ||||||
| Date Let | 06/20/2024 | Formal Acceptance | |||||
| Date Awarded | 07/03/2024 | Date Work Began | 10/17/2024 | ||||
| Date Contract Executed | 07/26/2024 | Open To Traffic | |||||
| Date NTP Issued | 07/26/2024 | Actual Completion Date | |||||
| Current Contract Amount | $10,657,593.66 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,657,593.66 |
Total Earnings | $38,879.52 |
$0.00 |
$38,879.52 |
|
| Percent Complete | 0.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $10,618,714.14 |
Gross Earnings | $38,879.52 |
$0.00 |
$38,879.52 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $38,879.52 |
$0.00 |
$38,879.52 |
|||
| Contract Id | 245355 | Change Order Summary |
County | CALLOWAY | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (471), STP BRZ 9030 (472), STP BRZ 9030 (425) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 07/26/2024 TO 10/31/2024 | |||||||
| 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 | 245355 | COMMONWEALTH OF KENTUCKY |
County | CALLOWAY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05300512400 | ||||||
| Estimate Nbr | 0001 | Period | 07/26/2024 TO 10/31/2024 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR01801212400 | Fed/State Project Number | STP BRZ 9030 (471) | Category | 0001 BRIDGE - 018B00018N | |||||||
| 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 | 1,322.00 | 1,322.000 | 0.000 | 0.000 | 41.63 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 391.56 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,149.77 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,730.00 | 1,730.000 | 0.000 | 0.000 | 108.01 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 287.00 | 287.000 | 0.000 | 0.000 | 141.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 880.90 | 0.00 | |||
| 0035 | ENTRANCE PIPE-15 IN | 00440 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 45.02 | 0.00 | |||
| 0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 62.74 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 16.83 | 0.00 | |||
| 0050 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 18.55 | 0.00 | |||
| 0055 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 20.00 | 20.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0060 | ROADWAY EXCAVATION | 02200 | CUYD | 1,615.00 | 1,615.000 | 0.000 | 0.000 | 48.22 | 0.00 | |||
| 0065 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 65.00 | 65.000 | 0.000 | 0.000 | 104.35 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 50.30 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,447.49 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 1,007.00 | 1,007.000 | 0.000 | 0.000 | 3.19 | 0.00 | |||
| 0085 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 191.14 | 0.00 | |||
| 0090 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 31,512.91 | 31,512.91 | 31,512.91 | |
| 0095 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 86.13 | 0.00 | |||
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 14,733.21 | 7,366.60 | 7,366.60 | |
| 0105 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 476,781.11 | 0.00 | |||
| 0110 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0115 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,373.97 | 0.00 | |||
| 0120 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 64.69 | 0.00 | |||
| 0125 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 243,330.08 | 0.00 | |||
| 0130 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 459.00 | 459.000 | 0.000 | 0.000 | 42.35 | 0.00 | |||
| 0135 | TEST PILES | 08033 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 276.71 | 0.00 | |||
| 0140 | PILES-STEEL HP14X89 | 08051 | LF | 1,467.00 | 1,467.000 | 0.000 | 0.000 | 95.57 | 0.00 | |||
| 0145 | CONCRETE-CLASS A | 08100 | CUYD | 150.60 | 150.600 | 0.000 | 0.000 | 992.09 | 0.00 | |||
| 0150 | CONCRETE-CLASS AA | 08104 | CUYD | 115.10 | 115.100 | 0.000 | 0.000 | 1,945.53 | 0.00 | |||
| 0155 | STEEL REINFORCEMENT | 08150 | LB | 14,855.00 | 14,855.000 | 0.000 | 0.000 | 1.64 | 0.00 | |||
| 0160 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 34,993.00 | 34,993.000 | 0.000 | 0.000 | 1.78 | 0.00 | |||
| 0165 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 505.40 | 505.400 | 0.000 | 0.000 | 466.64 | 0.00 | |||
| 0170 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 65.04 | 0.00 | |||
| 0175 | SAWCUT PAVEMENT | 20550ND | LF | 101.00 | 101.000 | 0.000 | 0.000 | 6.76 | 0.00 | |||
| 0180 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0185 | CONCRETE SEALING | 23378EC | SQFT | 8,541.00 | 8,541.000 | 0.000 | 0.000 | 2.56 | 0.00 | |||
| 0190 | DECK DRAIN | 23813EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 274.46 | 0.00 | |||
| 0195 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 259.00 | 259.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0200 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,252.18 | 0.00 | |||
| Project | BR01801212400 | Fed/State Project Number | STP BRZ 9030 (471) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0205 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 166,666.67 | 0.00 | |||
| 0210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,333.34 | 0.00 | |||
| SUBTOT | $38,879.51 |
$38,879.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR01801212401 | Fed/State Project Number | STP BRZ 9030 (472) | Category | 0001 BRIDGE - 018B00023N | |||||||
| 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 | |
| 0215 | CRUSHED STONE BASE | 00003 | TON | 800.72 | 800.720 | 0.000 | 0.000 | 57.64 | 0.00 | |||
| 0220 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 467.81 | 0.00 | |||
| 0225 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,220.10 | 0.00 | |||
| 0230 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 790.29 | 790.290 | 0.000 | 0.000 | 120.41 | 0.00 | |||
| 0235 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 145.15 | 145.150 | 0.000 | 0.000 | 164.44 | 0.00 | |||
| 0240 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 880.90 | 0.00 | |||
| 0245 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 16.83 | 0.00 | |||
| 0250 | ROADWAY EXCAVATION | 02200 | CUYD | 765.03 | 765.030 | 0.000 | 0.000 | 52.16 | 0.00 | |||
| 0255 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 170.00 | 170.000 | 0.000 | 0.000 | 95.60 | 0.00 | |||
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 768.00 | 768.000 | 0.000 | 0.000 | 39.78 | 0.00 | |||
| 0265 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,204.31 | 0.00 | |||
| 0270 | REMOVE GUARDRAIL | 02381 | LF | 868.00 | 868.000 | 0.000 | 0.000 | 4.55 | 0.00 | |||
| 0275 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,032.43 | 0.00 | |||
| 0280 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 255,537.15 | 0.00 | |||
| 0285 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,672.24 | 0.00 | |||
| 0290 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,389.24 | 0.00 | |||
| 0295 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 24.88 | 24.880 | 0.000 | 0.000 | 307.85 | 0.00 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0305 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 233,949.54 | 0.00 | |||
| 0310 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 992.00 | 992.000 | 0.000 | 0.000 | 53.33 | 0.00 | |||
| 0315 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 192.00 | 192.000 | 0.000 | 0.000 | 77.28 | 0.00 | |||
| 0320 | TRENCHING AND BACKFILLING | 04820 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0325 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 3,260.00 | 3,260.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0330 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 733,623.72 | 0.00 | |||
| 0335 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 610.00 | 610.000 | 0.000 | 0.000 | 42.35 | 0.00 | |||
| 0340 | TEST PILES | 08033 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 319.95 | 0.00 | |||
| 0345 | PILES-STEEL HP14X89 | 08051 | LF | 7,610.00 | 7,610.000 | 0.000 | 0.000 | 95.57 | 0.00 | |||
| 0350 | CONCRETE-CLASS A | 08100 | CUYD | 474.00 | 474.000 | 0.000 | 0.000 | 1,489.16 | 0.00 | |||
| 0355 | CONCRETE-CLASS AA | 08104 | CUYD | 353.00 | 353.000 | 0.000 | 0.000 | 1,934.43 | 0.00 | |||
| 0360 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 268.00 | 268.000 | 0.000 | 0.000 | 33.07 | 0.00 | |||
| 0365 | MECHANICAL REINF COUPLER #6 | 08131 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 42.28 | 0.00 | |||
| 0370 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 91.03 | 0.00 | |||
| 0375 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 675.00 | 675.000 | 0.000 | 0.000 | 37.68 | 0.00 | |||
| 0380 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 655.00 | 655.000 | 0.000 | 0.000 | 49.28 | 0.00 | |||
| 0385 | STEEL REINFORCEMENT | 08150 | LB | 124,582.00 | 124,582.000 | 0.000 | 0.000 | 1.82 | 0.00 | |||
| 0390 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 120,786.00 | 120,786.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0395 | APPROACH SLAB | 08500 | SQYD | 178.00 | 178.000 | 0.000 | 0.000 | 631.21 | 0.00 | |||
| 0400 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 1,616.00 | 1,616.000 | 0.000 | 0.000 | 543.44 | 0.00 | |||
| 0405 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,181.68 | 0.00 | |||
| 0410 | SAWCUT PAVEMENT | 20550ND | LF | 50.50 | 50.500 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0415 | FIBER OPTIC CABLE INSTALL FIBER OPTIC CABLE | 21077ED | LF | 1,810.00 | 1,810.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0420 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0425 | DIRECTIONAL BORE HORIZONTAL DIRECTIONAL DRILL INSTALL ONL | 22668EN | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0430 | CONCRETE SEALING | 23378EC | SQFT | 25,269.00 | 25,269.000 | 0.000 | 0.000 | 2.56 | 0.00 | |||
| 0435 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 91.03 | 0.00 | |||
| 0440 | INSTALL INSTALL FIBER OPTIC MARKERS | 24601EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0445 | INSTALL INSTALL FIBER OPTIC SPLICE | 24601EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0450 | INSTALL INSTALL FIBER OPTIC VAULT | 24601EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0455 | INSTALL INSTALL DETECTABLE WARNING TAPE | 24617EC | LF | 260.00 | 260.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0460 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 656.00 | 656.000 | 0.000 | 0.000 | 133.85 | 0.00 | |||
| 0465 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,252.18 | 0.00 | |||
| 0470 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,644.39 | 0.00 | |||
| Project | BR01801212401 | Fed/State Project Number | STP BRZ 9030 (472) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0475 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 166,666.67 | 0.00 | |||
| 0480 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,333.33 | 0.00 | |||
| SUBTOT | $0.00 |
$38,879.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR05300512400 | Fed/State Project Number | STP BRZ 9030 (425) | Category | 0001 BRIDGE - 053B00002N | |||||||
| 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 | |
| 0485 | DGA BASE | 00001 | TON | 659.00 | 659.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| 0490 | TRAFFIC BOUND BASE | 00020 | TON | 139.00 | 139.000 | 0.000 | 0.000 | 49.22 | 0.00 | |||
| 0495 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.10 | 3.100 | 0.000 | 0.000 | 1,211.16 | 0.00 | |||
| 0500 | ASPHALT SEAL COAT | 00103 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,431.08 | 0.00 | |||
| 0505 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 262.00 | 262.000 | 0.000 | 0.000 | 205.06 | 0.00 | |||
| 0510 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 178.00 | 178.000 | 0.000 | 0.000 | 175.40 | 0.00 | |||
| 0515 | CULVERT PIPE-72 IN | 00474 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 409.14 | 0.00 | |||
| 0520 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 16.83 | 0.00 | |||
| 0525 | ROADWAY EXCAVATION | 02200 | CUYD | 2,220.00 | 2,220.000 | 0.000 | 0.000 | 50.02 | 0.00 | |||
| 0530 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 145.00 | 145.000 | 0.000 | 0.000 | 109.87 | 0.00 | |||
| 0535 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 562.50 | 562.500 | 0.000 | 0.000 | 39.78 | 0.00 | |||
| 0540 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 82.26 | 0.00 | |||
| 0545 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,447.49 | 0.00 | |||
| 0550 | REMOVE GUARDRAIL | 02381 | LF | 339.00 | 339.000 | 0.000 | 0.000 | 4.55 | 0.00 | |||
| 0555 | TEMP GUARDRAIL | 02397 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 23.43 | 0.00 | |||
| 0560 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 233.35 | 0.00 | |||
| 0565 | WITNESS POST | 02432 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 215.47 | 0.00 | |||
| 0570 | CHANNEL LINING CLASS III | 02484 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 70.34 | 0.00 | |||
| 0575 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 37,815.48 | 0.00 | |||
| 0580 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 190.88 | 0.00 | |||
| 0585 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 382.00 | 382.000 | 0.000 | 0.000 | 2.52 | 0.00 | |||
| 0590 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,733.21 | 0.00 | |||
| 0595 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 570,074.85 | 0.00 | |||
| 0600 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,672.24 | 0.00 | |||
| 0605 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0610 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,411.52 | 0.00 | |||
| 0615 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 70.60 | 70.600 | 0.000 | 0.000 | 69.22 | 0.00 | |||
| 0620 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,880.00 | 4,880.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0625 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,249.77 | 0.00 | |||
| 0630 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 446.00 | 446.000 | 0.000 | 0.000 | 47.03 | 0.00 | |||
| 0635 | TEST PILES | 08033 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 343.75 | 0.00 | |||
| 0640 | PILES-STEEL HP14X89 | 08051 | LF | 1,078.00 | 1,078.000 | 0.000 | 0.000 | 95.57 | 0.00 | |||
| 0645 | CONCRETE-CLASS A | 08100 | CUYD | 34.00 | 34.000 | 0.000 | 0.000 | 1,192.09 | 0.00 | |||
| 0650 | CONCRETE-CLASS AA | 08104 | CUYD | 80.00 | 80.000 | 0.000 | 0.000 | 2,005.60 | 0.00 | |||
| 0655 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 23,446.00 | 23,446.000 | 0.000 | 0.000 | 1.86 | 0.00 | |||
| 0660 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 294.00 | 294.000 | 0.000 | 0.000 | 580.74 | 0.00 | |||
| 0665 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 65.04 | 0.00 | |||
| 0670 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0675 | CONCRETE WEDGE CURB | 22883EN | LF | 674.00 | 674.000 | 0.000 | 0.000 | 15.47 | 0.00 | |||
| 0680 | CONCRETE SEALING | 23378EC | SQFT | 4,864.00 | 4,864.000 | 0.000 | 0.000 | 2.56 | 0.00 | |||
| 0685 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 880.91 | 0.00 | |||
| 0690 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 150.60 | 150.600 | 0.000 | 0.000 | 199.99 | 0.00 | |||
| 0695 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,280.09 | 0.00 | |||
| 0700 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,644.39 | 0.00 | |||
| Project | BR05300512400 | Fed/State Project Number | STP BRZ 9030 (425) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0705 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 166,666.66 | 0.00 | |||
| 0710 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,333.33 | 0.00 | |||
| SUBTOT | $0.00 |
$38,879.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||