|
Report_Id: 247000 Est NO 0012 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 247000 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Smith, Brittany A. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 08/10/2024 TO 08/23/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | MB06010162401 | ||||||
| Project No. | FD51 060 1016 C00088N, FD51 060 1136 C011 00.01, FD51 060 1533 C007 00.01 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | VARIOUS ROUTES IN KNOTT COUNTY ~ 3 LOCATIONS | ||||||
| Description | REPLACE BRIDGE OVER RIGHT FORK OF TROUBLESOME CREEK | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 03/21/2024 | ||||
| Date Contract Executed | 02/28/2024 | Open To Traffic | |||||
| Date NTP Issued | 02/28/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,118,784.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,118,784.92 |
Total Earnings | $1,003,113.79 |
$851,536.88 |
$151,576.91 |
|
| Percent Complete | 89.67 |
Stockpiled Materials | $59.98 |
$59.98 |
$0.00 |
|
| Funds Available | $115,611.15 |
Gross Earnings | $1,003,173.77 |
$851,596.86 |
$151,576.91 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,003,173.77 |
$851,596.86 |
$151,576.91 |
|||
| Contract Id | 247000 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0012 | Project Number | FD51 060 1016 C00088N, FD51 060 1136 C011 00.01, FD51 060 1533 C007 00.01 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 08/10/2024 TO 08/23/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fieldwood Drive Diversion Removal | Pending | 0 | $22,750.00 | 0.0 | |||||
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 | 247000 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB06010162401 | ||||||
| Estimate Nbr | 0012 | Period | 08/10/2024 TO 08/23/2024 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | MB06010162401 | Fed/State Project Number | FD51 060 1016 C00088N | Category | 0001 PAVING | |||||||
| 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 | 66.00 | 66.000 | 77.400 | 77.400 | 52.00 | 4,024.80 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 4,906.54 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.06 | 0.060 | 0.000 | 0.000 | 27,643.81 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,588.64 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 14.00 | 14.000 | 31.040 | 31.040 | 645.99 | 20,051.52 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 8.50 | 8.500 | 25.580 | 25.580 | 887.30 | 22,697.13 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.02 | 0.020 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB06010162401 | Fed/State Project Number | FD51 060 1016 C00088N | Category | 0002 ROADWAY | |||||||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 15.70 | 94.20 | |||
| 0050 | REMOVE PAVEMENT | 02091 | SQYD | 115.00 | 115.000 | 114.990 | 114.990 | 5.00 | 574.95 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 419.00 | 419.000 | 419.000 | 0.000 | 419.000 | 20.00 | 8,380.00 | 8,380.00 | |
| 0060 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 43.04 | 4,304.00 | |||
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 93.48 | 373.92 | |||
| 0070 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 116.30 | 2,558.60 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC (C00088N) | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.550 | 0.750 | 19,000.00 | 3,800.00 | 14,250.00 | |
| 0080 | STAKING (C00088N) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0085 | REMOVE STRUCTURE (C00088N) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0090 | TEMP MULCH | 05952 | SQYD | 1,470.00 | 1,470.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0095 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,103.00 | 1,103.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 0100 | INITIAL FERTILIZER | 05963 | TON | 0.02 | 0.020 | 0.000 | 0.000 | 1,984.80 | 0.00 | |||
| 0105 | MAINTENANCE FERTILIZER | 05964 | TON | 0.03 | 0.030 | 0.000 | 0.000 | 1,984.80 | 0.00 | |||
| 0110 | SEEDING AND PROTECTION | 05985 | SQYD | 628.00 | 628.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0115 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.39 | 0.390 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0120 | LONGITUDINAL EDGE KEY | 21289ED | LF | 10.00 | 10.000 | 10.000 | 0.000 | 10.000 | 116.30 | 1,163.00 | 1,163.00 | |
| 8000 | DIVERSIONS (BY-PASS DETOURS) REMOVAL OF EXISTING DIVERSION AND RESTORATION. | 02651 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 22,750.00 | 0.00 | |||
| Project | MB06010162401 | Fed/State Project Number | FD51 060 1016 C00088N | Category | 0003 BRIDGE - C00088N | |||||||
| 0125 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 42.00 | 42.000 | 41.990 | 41.990 | 63.00 | 2,645.37 | |||
| 0130 | CONCRETE-CLASS B | 02555 | CUYD | 17.00 | 17.000 | 16.040 | 16.040 | 1,250.00 | 20,050.00 | |||
| 0135 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
| 0140 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 109.00 | 109.000 | 109.000 | 109.000 | 25.00 | 2,725.00 | |||
| 0145 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0150 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 301.00 | 301.000 | 307.590 | 307.590 | 55.00 | 16,917.45 | |||
| 0155 | TEST PILES | 08033 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 173.15 | 7,618.60 | |||
| 0160 | PRE-DRILLING FOR PILES | 08039 | LF | 84.00 | 84.000 | 73.830 | 73.830 | 405.00 | 29,901.15 | |||
| 0165 | PILES-STEEL HP12X53 | 08046 | LF | 69.00 | 69.000 | 30.830 | 34.410 | 65.240 | 163.15 | 5,029.91 | 10,643.90 | |
| 0170 | CONCRETE-CLASS A | 08100 | CUYD | 24.00 | 24.000 | 23.650 | 23.650 | 1,252.00 | 29,609.80 | |||
| 0175 | CONCRETE-CLASS AA | 08104 | CUYD | 13.00 | 13.000 | 13.710 | 13.710 | 2,500.00 | 34,275.00 | |||
| 0180 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,557.00 | 5,557.000 | 86.980 | 5,470.020 | 5,557.000 | 2.75 | 239.19 | 15,281.75 | |
| 0185 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 199.00 | 199.000 | 198.800 | 198.800 | 410.42 | 81,591.49 | |||
| 0190 | CONCRETE SEALING | 23378EC | SQFT | 1,787.00 | 1,787.000 | 1,787.000 | 1,787.000 | 2.50 | 4,467.50 | |||
| 0195 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 121.00 | 121.000 | 121.000 | 121.000 | 261.83 | 31,681.43 | |||
| Project | MB06010162401 | Fed/State Project Number | FD51 060 1016 C00088N | Category | 0004 DEMOBILIZATION | |||||||
| 0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 5,511.34 | 1,377.83 | 1,377.83 | |
| SUBTOT | $19,989.94 |
$387,558.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0185-1-0I |
BOX BEAM, CB | LF |
198.80 | 0003 | $181.890000 | $34,351.05 | ||||||
0185-1-0A |
BOX BEAM, CB | LF |
198.80 | 0004 | $181.890000 | $-34,351.05 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB06011362401 | Fed/State Project Number | FD51 060 1136 C011 00.01 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0450 | TRAFFIC BOUND BASE | 00020 | TON | 36.00 | 36.000 | 55.730 | 55.730 | 52.00 | 2,897.96 | |||
| 0455 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 15.70 | 62.80 | |||
| 0460 | GRANULAR EMBANKMENT | 02223 | CUYD | 378.00 | 378.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0465 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 93.48 | 373.92 | |||
| 0470 | MAINTAIN & CONTROL TRAFFIC (060C011) | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 19,000.00 | 14,250.00 | |||
| 0475 | DIVERSIONS (BY-PASS DETOURS) REMOVAL AND RESTORATION ONLY. DELIVER PI | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 8,500.00 | 6,375.00 | 6,375.00 | |
| 0480 | STAKING -(060C011) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0485 | REMOVE STRUCTURE (060C011) | 02731 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 16,076.00 | 8,038.00 | 16,076.00 | |
| 0490 | EROSION CONTROL (060C011) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | MB06011362401 | Fed/State Project Number | FD51 060 1136 C011 00.01 | Category | 0002 BRIDGE - 060C011 | |||||||
| 0495 | STRUCTURE GRANULAR BACKFILL (REVISED 1-23-24) | 02231 | CUYD | 156.00 | 156.000 | 152.270 | 152.270 | 63.00 | 9,593.01 | |||
| 0500 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 76.66 | 7,666.00 | |||
| 0505 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 27.70 | 27.700 | 27.700 | 27.700 | 100.00 | 2,770.00 | |||
| 0510 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 54.00 | 54.000 | 44.924 | 44.924 | 100.00 | 4,492.40 | |||
| 0515 | FOUNDATION PREPARATION (060C011) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0520 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 69.00 | 69.000 | 76.920 | 76.920 | 55.00 | 4,230.60 | |||
| 0525 | CONCRETE-CLASS A | 08100 | CUYD | 90.10 | 90.100 | 90.100 | 90.100 | 900.00 | 81,090.00 | |||
| 0530 | CONCRETE-CLASS AA | 08104 | CUYD | 7.20 | 7.200 | 11.430 | 11.430 | 2,060.00 | 23,545.80 | |||
| 0535 | STEEL REINFORCEMENT | 08150 | LB | 10,308.00 | 10,308.000 | 10,308.000 | 10,308.000 | 2.17 | 22,368.36 | |||
| 0540 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 779.00 | 779.000 | 779.000 | 779.000 | 2.75 | 2,142.25 | |||
| 0545 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 552.16 | 49,694.40 | |||
| 0550 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 338.63 | 16,931.50 | |||
| 0555 | CONCRETE SEALING | 23378EC | SQFT | 1,740.00 | 1,740.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| Project | MB06011362401 | Fed/State Project Number | FD51 060 1136 C011 00.01 | Category | 0003 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0560 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,511.33 | 0.00 | |||
| SUBTOT | $14,413.00 |
$667,118.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB06015332401 | Fed/State Project Number | FD51 060 1533 C007 00.01 | Category | 0001 PAVING | |||||||
| 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 | |
| 0205 | DGA BASE | 00001 | TON | 74.00 | 74.000 | 76.790 | 0.000 | 76.790 | 52.00 | 3,993.08 | 3,993.08 | |
| 0210 | TRAFFIC BOUND BASE | 00020 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0215 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 97.00 | 97.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0220 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 457.56 | 0.00 | |||
| 0225 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 535.38 | 0.00 | |||
| 0230 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.10 | 0.100 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB06015332401 | Fed/State Project Number | FD51 060 1533 C007 00.01 | Category | 0002 ROADWAY | |||||||
| 0235 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 6.000 | 0.000 | 6.000 | 15.70 | 94.20 | 94.20 | |
| 0240 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0245 | TEMP DITCH | 02159 | LF | 346.00 | 346.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0250 | CLEAN TEMP DITCH | 02160 | LF | 173.00 | 173.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0255 | ROADWAY EXCAVATION | 02200 | CUYD | 66.00 | 66.000 | 66.000 | 0.000 | 66.000 | 50.00 | 3,300.00 | 3,300.00 | |
| 0260 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0265 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 93.48 | 0.00 | |||
| 0270 | CHANNEL LINING CLASS III | 02484 | TON | 100.00 | 100.000 | 51.580 | 48.420 | 100.000 | 55.00 | 2,836.90 | 5,500.00 | |
| 0275 | CLEARING AND GRUBBING (.02 ACRES-060C007) | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 2,500.00 | 1,875.00 | 1,875.00 | |
| 0280 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 80.000 | 80.000 | 20.00 | 1,600.00 | |||
| 0285 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 448.41 | 0.00 | |||
| 0290 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 68.76 | 0.00 | |||
| 0295 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 225.00 | 225.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0300 | MAINTAIN & CONTROL TRAFFIC (060C007) | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 20,000.00 | 15,000.00 | 15,000.00 | |
| 0305 | TEMP SILT FENCE | 02701 | LF | 346.00 | 346.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0315 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0325 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0330 | STAKING (060C007) | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
| 0335 | REMOVE STRUCTURE (060C007) | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 700.00 | 700.000 | 0.000 | 0.000 | 3.02 | 0.00 | |||
| 0345 | TEMP MULCH | 05952 | SQYD | 467.00 | 467.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0350 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 350.00 | 350.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 0355 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,984.80 | 0.00 | |||
| 0360 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,984.80 | 0.00 | |||
| 0365 | SEEDING AND PROTECTION | 05985 | SQYD | 590.00 | 590.000 | 0.000 | 0.000 | 2.55 | 0.00 | |||
| 0370 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 520.00 | 520.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0380 | SAW CUT | 20430ED | LF | 48.00 | 48.000 | 48.000 | 0.000 | 48.000 | 5.00 | 240.00 | 240.00 | |
| 0385 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 205.00 | 205.000 | 125.000 | 0.000 | 125.000 | 44.96 | 5,620.00 | 5,620.00 | |
| Project | MB06015332401 | Fed/State Project Number | FD51 060 1533 C007 00.01 | Category | 0003 BRIDGE - 060C007 | |||||||
| 0390 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 376.00 | 376.000 | 290.490 | 85.510 | 376.000 | 63.00 | 18,300.87 | 23,688.00 | |
| 0395 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 24.000 | 0.000 | 24.000 | 100.00 | 2,400.00 | 2,400.00 | |
| 0400 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 97.00 | 97.000 | 97.490 | 97.490 | 100.00 | 9,749.00 | |||
| 0405 | FOUNDATION PREPARATION (060C007) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0410 | CONCRETE-CLASS A | 08100 | CUYD | 165.50 | 165.500 | 4.630 | 144.270 | 148.900 | 750.00 | 3,472.50 | 111,675.00 | |
| 0415 | CONCRETE-CLASS AA | 08104 | CUYD | 9.50 | 9.500 | 9.500 | 0.000 | 9.500 | 2,270.00 | 21,565.00 | 21,565.00 | |
| 0420 | STEEL REINFORCEMENT | 08150 | LB | 16,848.00 | 16,848.000 | 2,161.320 | 14,686.680 | 16,848.000 | 2.17 | 4,690.06 | 36,560.16 | |
| 0425 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 939.00 | 939.000 | 939.000 | 0.000 | 939.000 | 2.75 | 2,582.25 | 2,582.25 | |
| 0430 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 102.20 | 102.200 | 102.190 | 102.190 | 482.92 | 49,349.59 | |||
| 0435 | CONCRETE SEALING | 23378EC | SQFT | 1,950.00 | 1,950.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0440 | BRIDGE RAIL | 23539EC | LF | 70.00 | 70.000 | 70.000 | 0.000 | 70.000 | 338.63 | 23,704.10 | 23,704.10 | |
| Project | MB06015332401 | Fed/State Project Number | FD51 060 1533 C007 00.01 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0445 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,511.33 | 0.00 | |||
| SUBTOT | $117,173.96 |
$1,003,113.80 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0430-1-0I |
BOX BEAM, B | LF |
102.50 | 0005 | $193.470000 | $19,830.67 | ||||||
0430-1-0A |
BOX BEAM, B | LF |
102.19 | 0011 | $193.470000 | $-19,770.69 | ||||||
| SUBTOT | $59.98 |
|||||||||||