|
Report_Id: 235317 Est NO 0013 |
Date:05/13/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235317 | Estimate Number | 0013 | 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 | 04/19/2024 TO 05/02/2024 | ||||||
| Date Approved | 05/13/2024 | ||||||
| Primary Proj Number | BR07904082300 | ||||||
| Project No. | STP BRZ 9030 (236), STP BRZ 9030 (420), STP BRZ 9030 (421), STP BRZ 9030 (422) | ||||||
| Primary County | MARSHALL | ||||||
| Name of Road | VARIOUS PROJECTS IN MARSHALL COUNTY ALONG KY 408 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 408 AT OVERFLOW STRUCTURE | ||||||
| Date Let | 08/24/2023 | Formal Acceptance | |||||
| Date Awarded | 09/01/2023 | Date Work Began | 10/18/2023 | ||||
| Date Contract Executed | 09/22/2023 | Open To Traffic | |||||
| Date NTP Issued | 09/22/2023 | Actual Completion Date | |||||
| Current Contract Amount | $9,162,199.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,123,987.87 |
Total Earnings | $3,075,804.05 |
$2,758,791.58 |
$317,012.47 |
|
| Percent Complete | 37.17 |
Stockpiled Materials | $329,591.66 |
$329,591.66 |
$0.00 |
|
| Funds Available | $5,756,803.46 |
Gross Earnings | $3,405,395.71 |
$3,088,383.24 |
$317,012.47 |
|
| Total Change Orders | $38,211.30 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,405,395.71 |
$3,088,383.24 |
$317,012.47 |
|||
| Contract Id | 235317 | Change Order Summary |
County | MARSHALL | ||||||
| Estimate Nbr | 0013 | Project Number | STP BRZ 9030 (236), STP BRZ 9030 (420), STP BRZ 9030 (421), STP BRZ 9030 (422) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 04/19/2024 TO 05/02/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Test & Production Pile Overrun (B00017N) | Approved | 01/17/2024 | $38,211.30 | 3.0 | |||||
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 | 235317 | COMMONWEALTH OF KENTUCKY |
County | MARSHALL | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07904082300 | ||||||
| Estimate Nbr | 0013 | Period | 04/19/2024 TO 05/02/2024 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR07904082300 | Fed/State Project Number | STP BRZ 9030 (236) | Category | 0001 BRIDGE - 079B00017N | |||||||
| 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 | 632.00 | 632.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 352.00 | 352.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 58.00 | 58.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 14.19 | 0.00 | |||
| 0045 | GRANULAR EMBANKMENT | 02223 | CUYD | 345.00 | 345.000 | 0.000 | 0.000 | 60.40 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 45.36 | 0.00 | |||
| 0055 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,103.04 | 0.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 305.00 | 305.000 | 305.000 | 305.000 | 4.21 | 1,284.05 | |||
| 0065 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 56.65 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,602.50 | 13,602.50 | |||
| 0075 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,797.69 | 3,797.69 | |||
| 0085 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,549.93 | 0.00 | |||
| 0090 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0095 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,244.85 | 57,244.85 | |||
| 0100 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 66.18 | 3,309.00 | |||
| 0105 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,033.12 | 28,033.12 | |||
| 0110 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 489.00 | 489.000 | 266.480 | 266.480 | 36.30 | 9,673.22 | |||
| 0115 | TEST PILES | 08033 | LF | 160.00 | 229.500 | 229.500 | 229.500 | 201.29 | 46,196.05 | |||
| 0120 | PILES-STEEL HP12X53 | 08046 | LF | 704.00 | 1,128.420 | 1,128.420 | 1,128.420 | 57.07 | 64,398.92 | |||
| 0125 | CONCRETE-CLASS A | 08100 | CUYD | 32.00 | 32.000 | 32.000 | 32.000 | 855.06 | 27,361.92 | |||
| 0130 | CONCRETE-CLASS AA | 08104 | CUYD | 118.00 | 118.000 | 118.000 | 118.000 | 1,573.62 | 185,687.16 | |||
| 0135 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 36,742.00 | 36,742.000 | 36,742.000 | 36,742.000 | 1.48 | 54,378.16 | |||
| 0140 | REMOVE SIGN | 21373ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 75.77 | 454.62 | |||
| 0145 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 0150 | SNOW FENCE | 21476ED | LF | 1,005.00 | 1,005.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0155 | CONCRETE SEALING | 23378EC | SQFT | 6,759.00 | 6,759.000 | 0.000 | 0.000 | 1.37 | 0.00 | |||
| 0160 | PPC I-BEAM HN 48-49 | 24520EC | LF | 327.00 | 327.000 | 327.000 | 327.000 | 686.26 | 224,407.02 | |||
| 0165 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 222.00 | 222.000 | 0.000 | 0.000 | 246.97 | 0.00 | |||
| Project | BR07904082300 | Fed/State Project Number | STP BRZ 9030 (236) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0170 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 104,750.00 | 104,750.00 | |||
| 0175 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$833,328.29 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0160-1-0I |
I BEAM, TYPE 3 | LF |
327.00 | 0003 | $464.930000 | $152,032.11 | ||||||
0165-1-0I |
GDRAIL GALV AW .109 | LF |
222.00 | 0010 | $133.790000 | $29,701.38 | ||||||
0160-1-0A |
I BEAM, TYPE 3 | LF |
327.00 | 0004 | $464.930000 | $-152,032.11 | ||||||
| SUBTOT | $29,701.38 |
|||||||||||
| Project | BR07904082301 | Fed/State Project Number | STP BRZ 9030 (420) | Category | 0001 BRIDGE - 079B00018N | |||||||
| 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 | |
| 0180 | DGA BASE | 00001 | TON | 671.00 | 671.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0185 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0190 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0195 | LEVELING & WEDGING PG64-22 | 00190 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0200 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 374.00 | 374.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0205 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 65.00 | 65.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0210 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0215 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 14.19 | 0.00 | |||
| 0220 | GRANULAR EMBANKMENT | 02223 | CUYD | 365.00 | 365.000 | 0.000 | 0.000 | 60.40 | 0.00 | |||
| 0225 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 45.36 | 0.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,103.04 | 0.00 | |||
| 0235 | REMOVE GUARDRAIL | 02381 | LF | 316.00 | 316.000 | 316.000 | 316.000 | 4.21 | 1,330.36 | |||
| 0240 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 56.65 | 0.00 | |||
| 0245 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,577.95 | 16,577.95 | |||
| 0250 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0255 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,314.08 | 4,314.08 | |||
| 0260 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,549.93 | 0.00 | |||
| 0265 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0270 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 59,002.27 | 59,002.27 | |||
| 0275 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 64.82 | 3,694.74 | |||
| 0280 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 118,093.95 | 118,093.95 | |||
| 0285 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 367.00 | 367.000 | 211.150 | 211.150 | 36.29 | 7,662.63 | |||
| 0290 | TEST PILES | 08033 | LF | 172.00 | 172.000 | 226.840 | 226.840 | 201.47 | 45,701.45 | |||
| 0295 | PILES-STEEL HP12X53 | 08046 | LF | 760.00 | 760.000 | 1,434.330 | 1,434.330 | 57.07 | 81,857.21 | |||
| 0300 | CONCRETE-CLASS A | 08100 | CUYD | 47.00 | 47.000 | 47.000 | 47.000 | 859.91 | 40,415.77 | |||
| 0305 | CONCRETE-CLASS AA | 08104 | CUYD | 132.00 | 132.000 | 132.000 | 132.000 | 1,441.30 | 190,251.60 | |||
| 0310 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 40,253.00 | 40,253.000 | 40,253.000 | 40,253.000 | 1.47 | 59,171.91 | |||
| 0315 | REMOVE SIGN | 21373ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 75.77 | 454.62 | |||
| 0320 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 0325 | SNOW FENCE | 21476ED | LF | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0330 | CONCRETE SEALING | 23378EC | SQFT | 6,932.00 | 6,932.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0335 | PPC I-BEAM HN 48-49 | 24520EC | LF | 327.00 | 327.000 | 327.000 | 327.000 | 757.96 | 247,852.92 | |||
| 0340 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 226.00 | 226.000 | 0.000 | 0.000 | 246.79 | 0.00 | |||
| Project | BR07904082301 | Fed/State Project Number | STP BRZ 9030 (420) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0345 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 104,750.00 | 104,750.00 | |||
| 0350 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$1,823,209.76 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0340-1-0I |
GDRAIL GALV AW .109 | LF |
226.00 | 0010 | $133.790000 | $30,236.54 | ||||||
| SUBTOT | $30,236.54 |
|||||||||||
| Project | BR07904082302 | Fed/State Project Number | STP BRZ 9030 (421) | Category | 0001 BRIDGE - 079B00019N | |||||||
| 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 | |
| 0355 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 14.19 | 0.00 | |||
| 0360 | GRANULAR EMBANKMENT | 02223 | CUYD | 110.00 | 110.000 | 110.000 | 110.000 | 58.16 | 6,397.60 | |||
| 0365 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 45.36 | 0.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,103.04 | 0.00 | |||
| 0375 | REMOVE GUARDRAIL | 02381 | LF | 300.00 | 300.000 | 300.000 | 300.000 | 4.21 | 1,263.00 | |||
| 0380 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,699.01 | 18,699.01 | |||
| 0385 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,314.08 | 4,314.08 | |||
| 0390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,549.93 | 0.00 | |||
| 0395 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0400 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 59,002.27 | 59,002.27 | |||
| 0405 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 49.50 | 49.500 | 49.500 | 0.000 | 49.500 | 65.96 | 3,265.02 | 3,265.02 | |
| 0410 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 326.00 | 326.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0415 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,028.82 | 120,028.82 | |||
| 0420 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 410.00 | 410.000 | 250.670 | 250.670 | 36.29 | 9,096.81 | |||
| 0425 | TEST PILES | 08033 | LF | 290.00 | 290.000 | 290.000 | 290.000 | 273.03 | 79,178.70 | |||
| 0430 | PILES-STEEL HP14X89 | 08051 | LF | 1,510.00 | 1,510.000 | 1,623.500 | 1,623.500 | 83.04 | 134,815.44 | |||
| 0435 | CONCRETE-CLASS A | 08100 | CUYD | 88.10 | 88.100 | 88.100 | 88.100 | 899.25 | 79,223.92 | |||
| 0440 | CONCRETE-CLASS AA | 08104 | CUYD | 153.90 | 153.900 | 153.900 | 0.000 | 153.900 | 1,651.14 | 254,110.44 | 254,110.44 | |
| 0445 | STEEL REINFORCEMENT | 08150 | LB | 9,044.00 | 9,044.000 | 9,044.000 | 9,044.000 | 1.34 | 12,118.96 | |||
| 0450 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 39,758.00 | 39,758.000 | 39,758.000 | 0.000 | 39,758.000 | 1.50 | 59,637.00 | 59,637.00 | |
| 0455 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 516.00 | 516.000 | 516.000 | 516.000 | 330.89 | 170,739.24 | |||
| 0460 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 336.65 | 673.30 | |||
| 0465 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0470 | CONCRETE SEALING | 23378EC | SQFT | 8,950.00 | 8,950.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0475 | REMOVE REMOVE CONCRETE PADS | 24894EC | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 673.31 | 1,346.62 | |||
| 0480 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 351.50 | 351.500 | 0.000 | 0.000 | 243.20 | 0.00 | |||
| Project | BR07904082302 | Fed/State Project Number | STP BRZ 9030 (421) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0485 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 104,750.00 | 104,750.00 | |||
| 0490 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,000.00 | 0.00 | |||
| SUBTOT | $317,012.46 |
$2,959,370.01 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0455-1-0I |
BOX BEAM, CB | LF |
516.00 | 0007 | $174.790000 | $90,191.64 | ||||||
0480-1-0I |
GDRAIL GALV AW .109 | LF |
351.50 | 0010 | $133.790000 | $47,027.18 | ||||||
0455-1-0A |
BOX BEAM, CB | LF |
171.99 | 0010 | $174.790000 | $-30,062.13 | ||||||
0455-1-0A |
BOX BEAM, CB | LF |
344.01 | 0011 | $174.790000 | $-60,129.51 | ||||||
| SUBTOT | $47,027.18 |
|||||||||||
| Project | BR0794082303 | Fed/State Project Number | STP BRZ 9030 (422) | Category | 0001 BRIDGE - 079B00020N | |||||||
| 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 | |
| 0495 | DGA BASE | 00001 | TON | 7,145.00 | 7,145.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0500 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,403.00 | 1,403.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0505 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 14.19 | 0.00 | |||
| 0510 | SPECIAL EXCAVATION | 02204 | CUYD | 171.00 | 171.000 | 0.000 | 0.000 | 73.10 | 0.00 | |||
| 0515 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 45.36 | 0.00 | |||
| 0520 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,103.04 | 0.00 | |||
| 0525 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,577.14 | 0.00 | |||
| 0530 | REMOVE GUARDRAIL | 02381 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 4.21 | 1,684.00 | |||
| 0535 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,059.45 | 0.00 | |||
| 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 40,000.00 | 10,000.00 | |||
| 0545 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,549.00 | 0.00 | |||
| 0550 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0555 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 66.18 | 0.00 | |||
| 0560 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 1,047.00 | 1,047.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0565 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 128,842.45 | 0.00 | |||
| 0570 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 265.00 | 265.000 | 0.000 | 0.000 | 38.56 | 0.00 | |||
| 0575 | CONCRETE-CLASS A | 08100 | CUYD | 24.50 | 24.500 | 0.000 | 0.000 | 2,965.26 | 0.00 | |||
| 0580 | CONCRETE-CLASS AA | 08104 | CUYD | 592.50 | 592.500 | 0.000 | 0.000 | 1,717.61 | 0.00 | |||
| 0585 | STEEL REINFORCEMENT | 08150 | LB | 3,650.00 | 3,650.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0590 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 211,550.00 | 211,550.000 | 0.000 | 0.000 | 1.62 | 0.00 | |||
| 0595 | STRUCTURAL STEEL APPROX 463,000 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,058,939.38 | 0.00 | |||
| 0600 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 191,476.43 | 0.00 | |||
| 0605 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 336.65 | 0.00 | |||
| 0610 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0615 | SNOW FENCE | 21476ED | LF | 2,440.00 | 2,440.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0620 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 450.00 | 450.000 | 0.000 | 0.000 | 236.95 | 0.00 | |||
| 0625 | CONCRETE SEALING | 23378EC | SQFT | 30,000.00 | 30,000.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0630 | BEARING PADS | 23380EC | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 512.74 | 0.00 | |||
| 0635 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 525.00 | 525.000 | 0.000 | 0.000 | 91.23 | 0.00 | |||
| 0640 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0645 | CONCRETE COATING APPROX 3384 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 34,012.01 | 0.00 | |||
| 0650 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 1,664.00 | 1,664.000 | 0.000 | 0.000 | 243.57 | 0.00 | |||
| 0665 | EXPANSION DAM-4 IN NEOPRENE (ADDED 8-22-23) | 08472 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 251.30 | 0.00 | |||
| Project | BR0794082303 | Fed/State Project Number | STP BRZ 9030 (422) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0655 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 104,750.00 | 104,750.00 | |||
| 0660 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$3,075,804.01 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0650-1-0I |
GDRAIL GALV AW .109 | LF |
1,664.00 | 0010 | $133.790000 | $222,626.56 | ||||||
| SUBTOT | $222,626.56 |
|||||||||||