|
Report_Id: 161054 Est NO 0094 |
Date:05/12/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 161054 | Estimate Number | 0094 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent T. | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 03/08/2025 TO 05/02/2025 | ||||||
| Date Approved | 05/12/2025 | ||||||
| Primary Proj Number | DE09804601654 | ||||||
| Project No. | NHPP 0806(046) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | MARROWBONE CREEK BRIDGE(US-460) | ||||||
| Description | MARROWBONE CREEK BRIDGE(US-460) | ||||||
| Date Let | 10/28/2016 | Formal Acceptance | 08/31/2023 | ||||
| Date Awarded | 11/04/2016 | Date Work Began | 12/20/2016 | ||||
| Date Contract Executed | 12/06/2016 | Open To Traffic | 06/17/2020 | ||||
| Date NTP Issued | 12/06/2016 | Actual Completion Date | 06/17/2020 | ||||
| Current Contract Amount | $15,028,921.12 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,432,101.98 |
Total Earnings | $14,825,553.09 |
$14,801,948.97 |
$23,604.12 |
|
| Percent Complete | 98.65 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $203,368.03 |
Gross Earnings | $14,825,553.09 |
$14,801,948.97 |
$23,604.12 |
|
| Total Change Orders | $2,596,819.14 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,825,553.09 |
$14,801,948.97 |
$23,604.12 |
|||
| Contract Id | 161054 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0094 | Project Number | NHPP 0806(046) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 03/08/2025 TO 05/02/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Beam Sweep Issue, New Cast Beams, Diaphragm Work, Time | Approved | 05/20/2020 | $174,657.92 | 108.0 | |||||
| 002 | Waterline Work | Approved | 04/21/2021 | $30,000.00 | 15.0 | |||||
| 003 | Cost-Plus Slope Dressing | Approved | 06/09/2021 | $70,514.54 | 60.0 | |||||
| 004 | Rock Anchor System Pier 8 & Abut 2 | Approved | 09/22/2022 | $2,047,425.96 | 100.0 | |||||
| 005 | Additional Mobilization | Approved | 04/14/2023 | $35,000.00 | 30.0 | |||||
| 006 | Cost-Plus | Approved | 06/02/2023 | $130,455.96 | 30.0 | |||||
| 007 | Cost-Plus, Shotcrete | Approved | 12/18/2023 | $108,764.76 | 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 | 161054 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09804601654 | ||||||
| Estimate Nbr | 0094 | Period | 03/08/2025 TO 05/02/2025 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | ||||||||
| 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 | |
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 887.00 | 887.000 | 1,037.830 | 1,037.830 | 33.25 | 34,507.84 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 18.00 | 18.000 | 26.280 | 26.280 | 132.55 | 3,483.41 | |||
| 0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,083.00 | 1,083.000 | 760.930 | 760.930 | 99.85 | 75,978.86 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 149.00 | 149.000 | 236.250 | 236.250 | 132.55 | 31,314.93 | |||
| 0025 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 17.00 | 17.000 | 14.560 | 14.560 | 155.00 | 2,256.80 | |||
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | 0002 ROADWAY | |||||||
| 0035 | REMOVE PIPE | 01310 | LF | 726.00 | 726.000 | 541.000 | 541.000 | 23.00 | 12,443.00 | |||
| 0040 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0050 | REMOVE TEMP CONC BARRIER WALL | 02002 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 20.00 | 8,000.00 | |||
| 0055 | REMOVE PAVEMENT | 02091 | SQYD | 968.00 | 968.000 | 1,413.330 | 1,413.330 | 7.50 | 10,599.97 | |||
| 0060 | TEMP DITCH | 02159 | LF | 1,475.00 | 1,475.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | CLEAN TEMP DITCH | 02160 | LF | 738.00 | 738.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 225,145.00 | 225,145.000 | 225,145.000 | 225,145.000 | 5.92 | 1,332,858.40 | |||
| 0075 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 6,220.00 | 6,220.000 | 162.000 | 162.000 | 8.50 | 1,377.00 | |||
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 650.00 | 650.000 | 950.000 | 950.000 | 15.30 | 14,535.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 0095 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 50.00 | 1,600.00 | |||
| 0100 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0105 | WITNESS POST | 02432 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0110 | CHANNEL LINING CLASS IA | 02482 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0115 | CHANNEL LINING CLASS IV | 02488 | CUYD | 3,216.00 | 3,216.000 | 2,723.360 | 2,723.360 | 13.80 | 37,582.36 | |||
| 0120 | CLEARING AND GRUBBING 22.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,000.00 | 135,000.00 | |||
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 87.00 | 87.000 | 178.000 | 178.000 | 14.00 | 2,492.00 | |||
| 0130 | EDGE KEY | 02585 | LF | 48.40 | 48.400 | 48.400 | 48.400 | 54.50 | 2,637.80 | |||
| 0135 | RETAINING WALL-GABION | 02610 | CUYD | 80.00 | 80.000 | 80.000 | 80.000 | 150.00 | 12,000.00 | |||
| 0140 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,220.00 | 17,220.00 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0155 | SAFELOADING | 02690 | CUYD | 301.00 | 301.000 | 279.000 | 279.000 | 182.00 | 50,778.00 | |||
| 0160 | TEMP SILT FENCE | 02701 | LF | 1,475.00 | 1,475.000 | 1,139.000 | 1,139.000 | 2.50 | 2,847.50 | |||
| 0165 | SILT TRAP TYPE A | 02703 | EACH | 22.00 | 22.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 22.00 | 22.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 22.00 | 22.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 22.00 | 22.000 | 1.000 | 1.000 | 10.00 | 10.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0200 | REMOVE STRUCTURE EASTBOUND | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0205 | REMOVE STRUCTURE WESTBOUND | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0210 | EROSION CONTROL BLANKET | 05950 | SQYD | 834.00 | 834.000 | 800.000 | 800.000 | 2.25 | 1,800.00 | |||
| 0215 | TEMP MULCH | 05952 | SQYD | 72,342.00 | 72,342.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0220 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 54,257.00 | 54,257.000 | 4,493.750 | 4,493.750 | 0.17 | 763.93 | |||
| 0225 | INITIAL FERTILIZER | 05963 | TON | 2.50 | 2.500 | 4.300 | 4.300 | 625.00 | 2,687.50 | |||
| 0230 | 20-10-10 FERTILIZER | 05964 | TON | 4.17 | 4.170 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0235 | SEEDING AND PROTECTION | 05985 | SQYD | 80,668.00 | 80,668.000 | 95,133.660 | 95,133.660 | 0.33 | 31,394.10 | |||
| 0240 | AGRICULTURAL LIMESTONE | 05992 | TON | 50.01 | 50.010 | 0.250 | 0.250 | 55.00 | 13.75 | |||
| 0245 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,000.00 | 3,000.000 | 3,400.000 | 3,400.000 | 1.05 | 3,570.00 | |||
| 0250 | FUEL ADJUSTMENT | 10020NS | DOLL | 38,939.00 | 38,939.000 | 9,205.200 | 9,205.200 | 1.00 | 9,205.20 | |||
| 0255 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 140.00 | 140.000 | 267.000 | 267.000 | 251.00 | 67,017.00 | |||
| 0260 | CONSTRUCTION ACCESS | 24740EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 8008 | COST PLUS WORK Slope Dressing | 10080NSD | DOLL | 0.00 | 70,514.540 | 70,514.540 | 70,514.540 | 1.00 | 70,514.54 | |||
| 8029 | COST PLUS WORK Rock Anchor Foundation Prep & Misc. | 10080NSD | DOLL | 0.00 | 130,455.960 | 130,455.960 | 130,455.960 | 1.00 | 130,455.96 | |||
| 8030 | COST PLUS WORK Slope Dressing and Access Road | 10080NSD | DOLL | 0.00 | 5,554.940 | 5,554.940 | 5,554.940 | 1.00 | 5,554.94 | |||
| 8031 | COST PLUS WORK Weepholes for Rock Anchor System | 10080NSD | DOLL | 0.00 | 14,866.390 | 14,866.390 | 14,866.390 | 1.00 | 14,866.39 | |||
| 8033 | SEEDING AND PROTECTION Rock Anchor System | 05985 | SQYD | 0.00 | 6,795.000 | 6,795.000 | 6,795.000 | 0.91 | 6,183.45 | |||
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | 0003 DRAINAGE | |||||||
| 0265 | CULVERT PIPE-18 IN | 00462 | LF | 135.00 | 135.000 | 120.000 | 120.000 | 70.80 | 8,496.00 | |||
| 0270 | CULVERT PIPE-36 IN | 00468 | LF | 164.00 | 164.000 | 164.000 | 164.000 | 118.80 | 19,483.20 | |||
| 0275 | CULVERT PIPE-60 IN | 00472 | LF | 218.00 | 218.000 | 218.000 | 218.000 | 255.00 | 55,590.00 | |||
| 0280 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 233.00 | 10,252.00 | |||
| 0285 | STORM SEWER PIPE-18 IN | 00522 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 68.50 | 6,713.00 | |||
| 0290 | STORM SEWER PIPE-24 IN | 00524 | LF | 99.00 | 99.000 | 99.000 | 99.000 | 73.60 | 7,286.40 | |||
| 0295 | STORM SEWER PIPE-30 IN | 00526 | LF | 72.00 | 72.000 | 20.000 | 20.000 | 90.25 | 1,805.00 | |||
| 0300 | STORM SEWER PIPE-36 IN | 00528 | LF | 306.00 | 306.000 | 285.000 | 285.000 | 128.00 | 36,480.00 | |||
| 0305 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,572.00 | 1,572.00 | |||
| 0310 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0315 | PIPE CULVERT HEADWALL-48 IN EQUIV | 01217 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,268.00 | 10,536.00 | |||
| 0320 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0325 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,564.00 | 9,128.00 | |||
| 0330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,265.00 | 3,265.00 | |||
| 0335 | DROP BOX INLET TYPE 5B | 01505 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,437.00 | 13,311.00 | |||
| 0340 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,560.00 | 1,560.00 | |||
| 0345 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,112.00 | 2,112.000 | 3,181.260 | 3,181.260 | 2.00 | 6,362.52 | |||
| 0350 | DROP BOX INLET-MOD | 22628NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,600.00 | 7,600.00 | |||
| 0355 | PIPELINE INSPECTION | 24814EC | LF | 1,054.00 | 1,054.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 8005 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 0.00 | 440.000 | 440.000 | 440.000 | 61.50 | 27,060.00 | |||
| 8006 | W TIE-IN 08 INCH | 14095 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,260.00 | 2,520.00 | |||
| 8007 | W VALVE 08 INCH | 14106 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | 0004 BRIDGE-EASTBOUND | |||||||
| 0360 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 257.00 | 257.000 | 232.340 | 232.340 | 60.00 | 13,940.40 | |||
| 0365 | FENCE-6 FT CHAIN LINK (ADDED: 10-21-16) | 02274 | LF | 300.00 | 300.000 | 300.000 | 300.000 | 58.00 | 17,400.00 | |||
| 0370 | MASONRY COATING | 02998 | SQYD | 6,020.00 | 6,020.000 | 7,054.220 | 7,054.220 | 10.00 | 70,542.20 | |||
| 0375 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 70.00 | 5,880.00 | |||
| 0380 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,821.10 | 1,821.100 | 71.090 | 71.090 | 1.00 | 71.09 | |||
| 0385 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,604.80 | 2,604.800 | 354.400 | 354.400 | 1.00 | 354.40 | |||
| 0390 | CONCRETE-CLASS A | 08100 | CUYD | 2,208.00 | 2,208.000 | -0.010 | 2,208.010 | 2,208.000 | 468.00 | -4.68 | 1,033,344.00 | |
| 0395 | CONCRETE-CLASS AA | 08104 | CUYD | 1,791.00 | 1,791.000 | 21.480 | 1,769.520 | 1,791.000 | 525.00 | 11,277.00 | 940,275.00 | |
| 0400 | STEEL REINFORCEMENT | 08150 | LB | 329,946.00 | 329,946.000 | 312,475.330 | 312,475.330 | 1.00 | 312,475.33 | |||
| 0405 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 529,707.00 | 529,707.000 | 529,707.000 | 529,707.000 | 1.00 | 529,707.00 | |||
| 0410 | STRUCTURAL STEEL 1500 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0415 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 275.00 | 23,100.00 | |||
| 0420 | APPROACH SLAB | 08500 | SQYD | 234.00 | 234.000 | 234.000 | 234.000 | 175.00 | 40,950.00 | |||
| 0425 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,469.00 | 2,469.000 | 2,469.000 | 2,469.000 | 75.00 | 185,175.00 | |||
| 0430 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 35.00 | 35.000 | 35.000 | 35.000 | 625.00 | 21,875.00 | |||
| 0435 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 210.00 | 210.000 | 209.430 | 209.430 | 500.00 | 104,715.00 | |||
| 0440 | BEAM ERECTION | 23953EC | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 24,000.00 | 840,000.00 | |||
| 0445 | PRECAST PC I BEAM-HN 72-49 | 24582EN | LF | 1,395.00 | 1,395.000 | 1,395.000 | 1,395.000 | 375.00 | 523,125.00 | |||
| 8000 | PRECAST PC I BEAM-HN 72-49 Replacing Beams 21, 22, & 23 | 24582EN | LF | 0.00 | 402.000 | 402.000 | 402.000 | 277.72 | 111,643.44 | |||
| 8002 | EW~ Destruction/Burial of Beams 21, 22, & 23 | 10094NX | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 8004 | EW~ Modifying Decking & Diaphragms | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,800.00 | 7,800.00 | |||
| 8014 | EW~ Prestressed Rock Anchors - Pier 8 EB | 10093EX | LF | 0.00 | 960.000 | 960.000 | 960.000 | 336.00 | 322,560.00 | |||
| 8015 | EW~ Prestressed Rock Anchors - Abutment 2 EB | 10093EX | LF | 0.00 | 300.000 | 300.000 | 300.000 | 516.60 | 154,980.00 | |||
| 8016 | QUALITY CONTROL Rock Anchor System | 02572 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 8020 | STEEL REINFORCEMENT Rock Anchor System - Pier 8 EB & Abut 2 EB | 08150 | LB | 0.00 | 1,109.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8024 | EW~ 2-in Initial Shotcrete - Pier 8 EB & Abut 2 EB | 10097EX | SQFT | 0.00 | 2,754.000 | 3,294.000 | 3,294.000 | 15.38 | 50,661.72 | |||
| 8025 | EW~ 4-in Final Shotcrete - Pier 8 EB & Abut 2 EB | 10097EX | SQFT | 0.00 | 2,754.000 | 3,294.000 | 3,294.000 | 27.14 | 89,399.16 | |||
| 8026 | EW~ Welded Wire Mesh - Pier 8 EB & Abut 2 EB | 10097EX | SQFT | 0.00 | 2,754.000 | 3,294.000 | 3,294.000 | 15.07 | 49,640.58 | |||
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | 0005 BRIDGE-WESTBOUND | |||||||
| 0450 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 237.00 | 237.000 | 224.990 | 224.990 | 60.00 | 13,499.40 | |||
| 0455 | FENCE-6 FT CHAIN LINK | 02274 | LF | 300.00 | 300.000 | 300.000 | 300.000 | 58.00 | 17,400.00 | |||
| 0460 | MASONRY COATING | 02998 | SQYD | 6,000.00 | 6,000.000 | 7,374.180 | 7,374.180 | 10.00 | 73,741.80 | |||
| 0465 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 70.00 | 5,880.00 | |||
| 0470 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,217.40 | 1,217.400 | 50.230 | 50.230 | 1.00 | 50.23 | |||
| 0475 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,324.40 | 2,324.400 | 603.770 | 603.770 | 1.00 | 603.77 | |||
| 0480 | CONCRETE-CLASS A | 08100 | CUYD | 2,178.00 | 2,178.000 | 26.350 | 2,151.650 | 2,178.000 | 468.00 | 12,331.80 | 1,019,304.00 | |
| 0485 | CONCRETE-CLASS AA | 08104 | CUYD | 1,747.00 | 1,747.000 | 1,747.000 | 1,747.000 | 525.00 | 917,175.00 | |||
| 0490 | STEEL REINFORCEMENT | 08150 | LB | 328,537.00 | 328,537.000 | 326,210.790 | 326,210.790 | 1.00 | 326,210.79 | |||
| 0495 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 518,907.00 | 518,907.000 | 518,907.000 | 518,907.000 | 1.00 | 518,907.00 | |||
| 0500 | STRUCTURAL STEEL 1380 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0505 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 275.00 | 23,100.00 | |||
| 0510 | APPROACH SLAB | 08500 | SQYD | 234.00 | 234.000 | 234.000 | 234.000 | 175.00 | 40,950.00 | |||
| 0515 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,401.00 | 2,401.000 | 2,401.000 | 2,401.000 | 75.00 | 180,075.00 | |||
| 0520 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 69.00 | 69.000 | 70.240 | 70.240 | 625.00 | 43,900.00 | |||
| 0525 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 210.00 | 210.000 | 209.370 | 209.370 | 500.00 | 104,685.00 | |||
| 0530 | BEAM ERECTION | 23953EC | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 24,000.00 | 840,000.00 | |||
| 0535 | PRECAST PC I BEAM-HN 72-49 | 24582EN | LF | 1,395.00 | 1,395.000 | 1,395.000 | 1,395.000 | 375.00 | 523,125.00 | |||
| 8001 | PRECAST PC I BEAM-HN 72-49 Replacing Beam 12 | 24582EN | LF | 0.00 | 134.000 | 134.000 | 134.000 | 277.72 | 37,214.48 | |||
| 8003 | EW~ Destruction/Burial of Beam 12 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8009 | CONCRETE-CLASS A Rock Anchor System - Pier 8 WB | 08100 | CUYD | 0.00 | 245.000 | 313.130 | 313.130 | 700.00 | 219,191.00 | |||
| 8010 | STEEL REINFORCEMENT Rock Anchor System - Pier 8 WB & Abut 2 WB | 08150 | LB | 0.00 | 21,615.000 | 21,245.000 | 21,245.000 | 2.00 | 42,490.00 | |||
| 8011 | CONCRETE FORM LINER Rock Anchor System - Pier 8 WB | 21119ED | SQYD | 0.00 | 155.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 8012 | EW~ Prestressed Rock Anchors - Pier 8 WB | 10093EX | LF | 0.00 | 960.000 | 960.000 | 960.000 | 336.00 | 322,560.00 | |||
| 8013 | EW~ Prestressed Rock Anchors - Abutment 2 WB | 10093EX | LF | 0.00 | 300.000 | 275.000 | 275.000 | 516.60 | 142,065.00 | |||
| 8017 | MOBILIZATION Rock Anchor System | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 197,950.00 | 197,950.00 | |||
| 8018 | EW~ Temporary Rock Anchors - Pier 8 WB | 10094NX | EACH | 0.00 | 21.000 | 21.000 | 21.000 | 9,500.00 | 199,500.00 | |||
| 8019 | EW~ Temporary Shotcrete - Pier 8 WB | 10097EX | SQFT | 0.00 | 1,250.000 | 1,250.000 | 1,250.000 | 27.14 | 33,925.00 | |||
| 8021 | EW~ 2-in Initial Shotcrete - Abut 2 WB | 10097EX | SQFT | 0.00 | 1,890.000 | 1,350.000 | 1,350.000 | 15.38 | 20,763.00 | |||
| 8022 | EW~ 4-in Final Shotcrete - Abut 2 WB | 10097EX | SQFT | 0.00 | 1,890.000 | 1,350.000 | 1,350.000 | 27.14 | 36,639.00 | |||
| 8023 | EW~ Welded Wire Mesh - Abut 2 WB | 10097EX | SQFT | 0.00 | 1,890.000 | 1,350.000 | 1,350.000 | 15.07 | 20,344.50 | |||
| 8027 | EW~ Testing Shotcrete | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 8028 | MOBILIZATION Additional for Torque/Testing of Anchors | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 8032 | EW~ Shotcrete | 10091EX | CUYD | 0.00 | 37.000 | 37.000 | 37.000 | 2,220.54 | 82,159.98 | |||
| Project | DE09804601654 | Fed/State Project Number | NHPP 0806(046) | Category | 0006 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 0540 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500,000.00 | 500,000.00 | |||
| 0545 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 176,000.00 | 132,000.00 | |||
| SUBTOT | $23,604.12 |
$14,825,553.06 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0275-1-0I |
PIPE, CMP AL 2.01 MM | LF |
218.00 | 0004 | $80.41959 | $17,531.47 | ||||||
0445-1-0I |
I BEAM, TYPE 7 | LF |
1,395.00 | 0022 | $204.371000 | $285,097.55 | ||||||
0535-1-0I |
I BEAM, TYPE 7 | LF |
1,395.00 | 0022 | $204.371000 | $285,097.55 | ||||||
0445-2-0I |
I BEAM, TYPE 7 | LF |
536.00 | 0044 | $226.151000 | $115,156.09 | ||||||
0275-1-0A |
PIPE, CMP AL 2.01 MM | LF |
218.00 | 0021 | $80.419590 | $-17,531.47 | ||||||
0445-2-0A |
I BEAM, TYPE 7 | LF |
536.00 | 0047 | $226.151000 | $-115,156.09 | ||||||
0445-1-0A |
I BEAM, TYPE 7 | LF |
820.00 | 0047 | $204.371000 | $-167,584.22 | ||||||
0445-1-0A |
I BEAM, TYPE 7 | LF |
575.00 | 0049 | $204.371000 | $-117,513.33 | ||||||
0535-1-0A |
I BEAM, TYPE 7 | LF |
656.00 | 0055 | $204.371000 | $-134,067.38 | ||||||
0535-1-0A |
I BEAM, TYPE 7 | LF |
739.00 | 0057 | $204.371000 | $-151,030.17 | ||||||
| SUBTOT | $0.00 |
|||||||||||