|
Report_Id: 245348 Est NO 0001 |
Date:12/09/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245348 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Benifield, Bruce E. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 06/24/2024 TO 11/13/2024 | ||||||
| Date Approved | 12/09/2024 | ||||||
| Primary Proj Number | BR02000512401 | ||||||
| Project No. | STP BRZ 9030 (454), STP BRZ 9030 (456), STP BRZ 9030 (466) | ||||||
| Primary County | CARLISLE | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 1 | ||||||
| Description | ADDRESS DEFICIENCIES OF US 51 OVER GADDIE CREEK (020B00002N) | ||||||
| Date Let | 05/23/2024 | Formal Acceptance | |||||
| Date Awarded | 06/04/2024 | Date Work Began | |||||
| Date Contract Executed | 06/24/2024 | Open To Traffic | |||||
| Date NTP Issued | 06/24/2024 | Actual Completion Date | |||||
| Current Contract Amount | $4,229,831.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,229,831.56 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
| Percent Complete | 9.27 |
Stockpiled Materials | $392,078.00 |
$0.00 |
$392,078.00 |
|
| Funds Available | $3,837,753.56 |
Gross Earnings | $392,078.00 |
$0.00 |
$392,078.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $392,078.00 |
$0.00 |
$392,078.00 |
|||
| Contract Id | 245348 | Change Order Summary |
County | CARLISLE | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (454), STP BRZ 9030 (456), STP BRZ 9030 (466) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 06/24/2024 TO 11/13/2024 | |||||||
| 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 | 245348 | COMMONWEALTH OF KENTUCKY |
County | CARLISLE | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02000512401 | ||||||
| Estimate Nbr | 0001 | Period | 06/24/2024 TO 11/13/2024 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR02000512400 | Fed/State Project Number | STP BRZ 9030 (454) | Category | 0001 BRIDGE - 020B00004N | |||||||
| 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 | 1,144.00 | 1,144.000 | 0.000 | 0.000 | 47.03 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 614.65 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,392.22 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,372.00 | 2,372.000 | 0.000 | 0.000 | 111.52 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 255.00 | 255.000 | 0.000 | 0.000 | 144.21 | 0.00 | |||
| 0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 63.89 | 0.00 | |||
| 0035 | CULVERT PIPE-18 IN | 00462 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 155.18 | 0.00 | |||
| 0040 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,009.90 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 2,618.00 | 2,618.000 | 0.000 | 0.000 | 35.13 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 487.50 | 487.500 | 0.000 | 0.000 | 55.88 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 97.33 | 0.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,529.14 | 0.00 | |||
| 0065 | REMOVE GUARDRAIL | 02381 | LF | 328.00 | 328.000 | 0.000 | 0.000 | 4.72 | 0.00 | |||
| 0070 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 63.36 | 0.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 233.35 | 0.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 215.47 | 0.00 | |||
| 0085 | CHANNEL LINING CLASS II | 02483 | TON | 453.00 | 453.000 | 0.000 | 0.000 | 48.26 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS III | 02484 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 48.23 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 102,692.37 | 0.00 | |||
| 0100 | OBJECT MARKER TYPE 2 | 02565 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 656.09 | 0.00 | |||
| 0105 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 132.10 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,012.57 | 0.00 | |||
| 0115 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0120 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 117,590.95 | 0.00 | |||
| 0125 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 30.44 | 0.00 | |||
| 0130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 73.80 | 73.800 | 0.000 | 0.000 | 53.81 | 0.00 | |||
| 0135 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,698.00 | 1,698.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0140 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 72,533.29 | 0.00 | |||
| 0145 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 435.00 | 435.000 | 0.000 | 0.000 | 49.02 | 0.00 | |||
| 0150 | TEST PILES (REVISED 5-21-24) | 08033 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 289.96 | 0.00 | |||
| 0155 | PILES-STEEL HP12X53 (REVISED 5-21-24) | 08046 | LF | 980.00 | 980.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0160 | CONCRETE-CLASS A | 08100 | CUYD | 45.00 | 45.000 | 0.000 | 0.000 | 1,092.33 | 0.00 | |||
| 0165 | CONCRETE-CLASS AA | 08104 | CUYD | 35.00 | 35.000 | 0.000 | 0.000 | 2,953.03 | 0.00 | |||
| 0170 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 70.88 | 0.00 | |||
| 0175 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,202.00 | 9,202.000 | 0.000 | 0.000 | 2.11 | 0.00 | |||
| 0180 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 526.50 | 526.500 | 0.000 | 0.000 | 352.23 | 0.00 | |||
| 0185 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 179.45 | 0.00 | |||
| 0190 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0195 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0200 | CONCRETE WEDGE CURB | 22883EN | LF | 558.00 | 558.000 | 0.000 | 0.000 | 87.19 | 0.00 | |||
| 0205 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 240.00 | 240.000 | 0.000 | 0.000 | 15.59 | 0.00 | |||
| 0210 | CONCRETE SEALING | 23378EC | SQFT | 3,255.00 | 3,255.000 | 0.000 | 0.000 | 4.40 | 0.00 | |||
| 0215 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 102.15 | 0.00 | |||
| 0220 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 882.87 | 0.00 | |||
| 0225 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 117.00 | 117.000 | 0.000 | 0.000 | 263.71 | 0.00 | |||
| 0230 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,508.58 | 0.00 | |||
| 0235 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,548.14 | 0.00 | |||
| Project | BR02000512400 | Fed/State Project Number | STP BRZ 9030 (454) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0240 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 99,250.01 | 0.00 | |||
| 0245 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,916.66 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0180-1-0I |
CB27x48 | LF |
526.50 | 0001 | $203.510000 | 101,792.00 | $101,792.00 | |||||
| SUBTOT | $101,792.00 |
|||||||||||
| Project | BR02000512401 | Fed/State Project Number | STP BRZ 9030 (456) | Category | 0001 BRIDGE - 020B00002N | |||||||
| 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 | |
| 0250 | DGA BASE | 00001 | TON | 368.00 | 368.000 | 0.000 | 0.000 | 41.45 | 0.00 | |||
| 0255 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 614.67 | 0.00 | |||
| 0260 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,202.02 | 0.00 | |||
| 0265 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 326.00 | 326.000 | 0.000 | 0.000 | 155.90 | 0.00 | |||
| 0270 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 250.00 | 250.000 | 0.000 | 0.000 | 145.28 | 0.00 | |||
| 0275 | STORM SEWER PIPE-15 IN | 00521 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 76.22 | 0.00 | |||
| 0280 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,705.63 | 0.00 | |||
| 0285 | EMBANKMENT IN PLACE | 02230 | CUYD | 443.00 | 443.000 | 0.000 | 0.000 | 84.19 | 0.00 | |||
| 0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 212.50 | 212.500 | 0.000 | 0.000 | 55.88 | 0.00 | |||
| 0295 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 97.33 | 0.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,529.14 | 0.00 | |||
| 0305 | REMOVE GUARDRAIL | 02381 | LF | 106.00 | 106.000 | 0.000 | 0.000 | 4.72 | 0.00 | |||
| 0310 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 63.36 | 0.00 | |||
| 0315 | CHANNEL LINING CLASS III | 02484 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 48.26 | 0.00 | |||
| 0320 | CHANNEL LINING CLASS III | 02484 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 48.26 | 0.00 | |||
| 0325 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,602.95 | 0.00 | |||
| 0330 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 656.09 | 0.00 | |||
| 0335 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 132.10 | 0.00 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,100.88 | 0.00 | |||
| 0345 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0350 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 123,673.30 | 0.00 | |||
| 0355 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 33.48 | 0.00 | |||
| 0360 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 79.70 | 79.700 | 0.000 | 0.000 | 52.66 | 0.00 | |||
| 0365 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0370 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 69,292.86 | 0.00 | |||
| 0375 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 547.00 | 547.000 | 0.000 | 0.000 | 49.01 | 0.00 | |||
| 0380 | TEST PILES | 08033 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 269.68 | 0.00 | |||
| 0385 | PILES-STEEL HP12X53 | 08046 | LF | 1,440.00 | 1,440.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0390 | CONCRETE-CLASS A | 08100 | CUYD | 44.00 | 44.000 | 0.000 | 0.000 | 1,110.94 | 0.00 | |||
| 0395 | CONCRETE-CLASS AA | 08104 | CUYD | 49.00 | 49.000 | 0.000 | 0.000 | 2,825.20 | 0.00 | |||
| 0400 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 70.88 | 0.00 | |||
| 0405 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 10,982.00 | 10,982.000 | 0.000 | 0.000 | 2.04 | 0.00 | |||
| 0410 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 735.00 | 735.000 | 0.000 | 0.000 | 361.91 | 0.00 | |||
| 0415 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 179.45 | 0.00 | |||
| 0420 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0425 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0430 | CONCRETE WEDGE CURB | 22883EN | LF | 250.00 | 250.000 | 0.000 | 0.000 | 87.19 | 0.00 | |||
| 0435 | CONCRETE SEALING | 23378EC | SQFT | 4,382.00 | 4,382.000 | 0.000 | 0.000 | 4.40 | 0.00 | |||
| 0440 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 102.15 | 0.00 | |||
| 0445 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 882.87 | 0.00 | |||
| 0450 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 147.00 | 147.000 | 0.000 | 0.000 | 226.85 | 0.00 | |||
| 0455 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,508.58 | 0.00 | |||
| 0460 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,548.14 | 0.00 | |||
| Project | BR02000512401 | Fed/State Project Number | STP BRZ 9030 (456) | Category | 0002 DEMOBILIZATION | |||||||
| 0465 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 99,249.99 | 0.00 | |||
| 0470 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,916.67 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0410-1-0I |
BOX BEAM, CB | LF |
735.00 | 0001 | $211.980000 | 140,015.00 | $140,015.00 | |||||
| SUBTOT | $140,015.00 |
|||||||||||
| Project | BR02805062400 | Fed/State Project Number | STP BRZ 9030 (466) | Category | 0001 BRIDGE - 028B00030N | |||||||
| 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 | |
| 0475 | DGA BASE | 00001 | TON | 664.00 | 664.000 | 0.000 | 0.000 | 43.74 | 0.00 | |||
| 0480 | TRAFFIC BOUND BASE | 00020 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 57.73 | 0.00 | |||
| 0485 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 2,485.09 | 0.00 | |||
| 0490 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,768.15 | 0.00 | |||
| 0495 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 594.00 | 594.000 | 0.000 | 0.000 | 161.23 | 0.00 | |||
| 0500 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 165.00 | 165.000 | 0.000 | 0.000 | 224.14 | 0.00 | |||
| 0505 | ENTRANCE PIPE-24 IN | 00443 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 77.01 | 0.00 | |||
| 0510 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 17.48 | 0.00 | |||
| 0515 | GRANULAR EMBANKMENT | 02223 | CUYD | 805.00 | 805.000 | 0.000 | 0.000 | 94.49 | 0.00 | |||
| 0520 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 212.00 | 212.000 | 0.000 | 0.000 | 69.80 | 0.00 | |||
| 0525 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,927.40 | 0.00 | |||
| 0530 | CHANNEL LINING CLASS II | 02483 | TON | 891.00 | 891.000 | 0.000 | 0.000 | 44.53 | 0.00 | |||
| 0535 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,353.99 | 0.00 | |||
| 0540 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 95.11 | 0.00 | |||
| 0545 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,423.00 | 1,423.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 0550 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,223.54 | 0.00 | |||
| 0555 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,603.46 | 0.00 | |||
| 0560 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0565 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 52,204.92 | 0.00 | |||
| 0570 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 48.92 | 0.00 | |||
| 0575 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0580 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 38,773.59 | 0.00 | |||
| 0585 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 367.00 | 367.000 | 0.000 | 0.000 | 38.47 | 0.00 | |||
| 0590 | TEST PILES | 08033 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 368.28 | 0.00 | |||
| 0595 | PILES-STEEL HP12X53 | 08046 | LF | 395.00 | 395.000 | 0.000 | 0.000 | 71.03 | 0.00 | |||
| 0600 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 164.38 | 0.00 | |||
| 0605 | CONCRETE-CLASS A | 08100 | CUYD | 53.60 | 53.600 | 0.000 | 0.000 | 830.72 | 0.00 | |||
| 0610 | CONCRETE-CLASS AA | 08104 | CUYD | 101.20 | 101.200 | 0.000 | 0.000 | 1,710.91 | 0.00 | |||
| 0615 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 24,690.00 | 24,690.000 | 0.000 | 0.000 | 1.84 | 0.00 | |||
| 0620 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0625 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 58.84 | 0.00 | |||
| 0630 | CONCRETE SEALING | 23378EC | SQFT | 6,847.00 | 6,847.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0635 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 390.00 | 390.000 | 0.000 | 0.000 | 640.66 | 0.00 | |||
| 0640 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,293.32 | 0.00 | |||
| 0645 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 198.00 | 198.000 | 0.000 | 0.000 | 152.12 | 0.00 | |||
| 0650 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,512.23 | 0.00 | |||
| 0655 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,548.14 | 0.00 | |||
| Project | BR02805062400 | Fed/State Project Number | STP BRZ 9030 (466) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0660 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,916.67 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0635-1-0I |
HN42" | LF |
390.00 | 0001 | $405.590000 | 150,271.00 | $150,271.00 | |||||
| SUBTOT | $150,271.00 |
|||||||||||