|
Report_Id: 141279 Est NO 0108 |
Date:11/12/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141279 | Estimate Number | 0108 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. P.E | ||||||
| Contractor | PCL CIVIL CONSTRUCTORS INC | ADDR SN 0 VC Code KY0036503 | |||||
| 801 CORPORATE CENTER DRIVE | |||||||
| SUITE 130 | |||||||
| RALEIGH , NC , 27607 | |||||||
| Pay Period | 09/20/2019 TO 10/17/2019 | ||||||
| Date Approved | 11/01/2019 | ||||||
| Primary Proj Number | DE11100681479 | ||||||
| Project No. | NHPP BRO 0801 (101) | ||||||
| Primary County | TRIGG | ||||||
| Name of Road | CADIZ-AURORA ROAD (US 68) | ||||||
| Description | CADIZ-AURORA ROAD (US 68) | ||||||
| Date Let | 12/19/2014 | Formal Acceptance | |||||
| Date Awarded | 02/06/2015 | Date Work Began | 03/26/2015 | ||||
| Date Contract Executed | 03/23/2015 | Open To Traffic | |||||
| Date NTP Issued | 03/23/2015 | Actual Completion Date | 09/25/2019 | ||||
| Current Contract Amount | $146,279,994.74 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $128,285,913.55 |
Total Earnings | $143,833,492.18 |
$143,466,673.56 |
$366,818.62 |
|
| Percent Complete | 98.33 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,446,502.56 |
Gross Earnings | $143,833,492.18 |
$143,466,673.56 |
$366,818.62 |
|
| Total Change Orders | $17,994,081.19 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $143,833,492.18 |
$143,466,673.56 |
$366,818.62 |
|||
| Contract Id | 141279 | Change Order Summary |
County | TRIGG | ||||||
| Estimate Nbr | 0108 | Project Number | NHPP BRO 0801 (101) | |||||||
| Contractor | PCL CIVIL CONSTRUCTORS INC | Period | 09/20/2019 TO 10/17/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Vibration Monitors | Approved | 09/22/2015 | $49,249.00 | 0.0 | |||||
| 002 | Helper Boat Credit / EB 2 Rock Remediation | Approved | 05/27/2016 | $293,389.00 | 0.0 | |||||
| 003 | Construction Revision #1 | Approved | 06/13/2016 | $5,233.50 | 0.0 | |||||
| 004 | Construction Revision #2 | Approved | 06/14/2016 | $21,770.74 | 0.0 | |||||
| 005 | Construction Revision #3 | Approved | 07/12/2016 | $359,037.11 | 0.0 | |||||
| 006 | Pier 8 Remediation Quantity | Approved | 06/16/2016 | $833,335.06 | 0.0 | |||||
| 007 | Construction Revision #4 | Approved | 01/11/2017 | $1,505,279.50 | 108.0 | |||||
| 008 | Time Extension for TIA 15 & 16 | Approved | 12/20/2016 | $142,830.00 | 25.0 | |||||
| 009 | Construction Revision #5 | Approved | 04/03/2017 | $5,772.00 | 0.0 | |||||
| 010 | Quanity Variances / Time Extension | Approved | 05/17/2017 | $1,666,140.18 | 54.0 | |||||
| 011 | Final Drilled Shaft Quantity Variances | Approved | 08/01/2017 | $8,883,221.80 | 0.0 | |||||
| 012 | Construction Revision #6 | Approved | 10/18/2017 | $185,642.01 | 0.0 | |||||
| 013 | Time Impact Analysis #20 & #21 | Approved | 10/23/2017 | $190,440.00 | 24.0 | |||||
| 014 | Construction Revision #7 | Approved | 10/06/2017 | $38,604.00 | 0.0 | |||||
| 015 | Non Spec Material-Depth of Steel Cover Deduction Override | Approved | 03/07/2018 | $0.00 | 0.0 | |||||
| 016 | Intermediate Milestone Incentive | Approved | 11/09/2018 | $1,500,000.00 | 0.0 | |||||
| 017 | Non-Spec Material - Concrete Cover Failure | Approved | 10/08/2018 | $0.00 | 0.0 | |||||
| 018 | Bridge Deck Epoxy Overlay | Approved | 02/19/2019 | $1,080,258.49 | 0.0 | |||||
| 019 | Pedestrian Multi-Use Path | Approved | 10/25/2019 | $1,233,878.80 | 305.0 | |||||
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 | 141279 | COMMONWEALTH OF KENTUCKY |
County | TRIGG | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE11100681479 | ||||||
| Estimate Nbr | 0108 | Period | 09/20/2019 TO 10/17/2019 | |||||||
| Contractor | PCL CIVIL CONSTRUCTORS INC | |||||||||
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | 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 | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0001 PAVING | |||||||
| 0001 | DGA BASE | 00001 | TON | 15,936.00 | 15,936.000 | 17,351.680 | 17,351.680 | 26.00 | 451,143.68 | |||
| 0002 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 1,780.00 | 1,780.000 | 1,728.960 | 1,728.960 | 55.00 | 95,092.80 | |||
| 0003 | ASPHALT SEAL AGGREGATE | 00100 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 0004 | ASPHALT SEAL COAT | 00103 | TON | 3.48 | 3.480 | 0.000 | 0.000 | 1,625.00 | 0.00 | |||
| 0005 | LEVELING & WEDGING PG64-22 | 00190 | TON | 252.00 | 252.000 | 673.150 | 673.150 | 80.00 | 53,852.00 | |||
| 0006 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 557.00 | 557.000 | 1,631.210 | 1,631.210 | 90.00 | 146,808.90 | |||
| 0007 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,946.00 | 8,946.000 | 9,444.220 | 9,444.220 | 70.00 | 661,095.40 | |||
| 0008 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 946.00 | 946.000 | 1,737.130 | 1,737.130 | 95.00 | 165,027.35 | |||
| 0009 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,732.00 | 1,732.000 | 1,481.810 | 1,481.810 | 95.00 | 140,771.95 | |||
| 8047 | NON-SPEC MATERIAL Depth of Steel Cover Deduction | 10070NS | DOLL | 0.00 | 0.001 | -101,931.380 | 0.000 | -101,931.380 | 1.00 | -101,931.38 | -101,931.38 | |
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0002 ROADWAY | |||||||
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 989.00 | 989.000 | 1,397.390 | 1,397.390 | 35.00 | 48,908.65 | |||
| 0011 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 9.00 | 9.000 | 368.170 | 368.170 | 50.00 | 18,408.50 | |||
| 0012 | PERFORATED PIPE-4 IN | 01000 | LF | 2,367.00 | 2,367.000 | 2,065.000 | 2,065.000 | 12.00 | 24,780.00 | |||
| 0013 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 200.00 | 200.000 | 45.000 | 45.000 | 12.00 | 540.00 | |||
| 0014 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0015 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 600.00 | 6,600.00 | |||
| 0016 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 40.00 | 2,000.00 | |||
| 0017 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 36.00 | 36.000 | 59.000 | 59.000 | 7.50 | 442.50 | |||
| 0018 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0019 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0020 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0021 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 98.00 | 98.000 | 98.000 | 98.000 | 115.00 | 11,270.00 | |||
| 0022 | TEMP DITCH | 02159 | LF | 2,781.00 | 2,781.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0023 | CLEAN TEMP DITCH | 02160 | LF | 5,562.00 | 5,562.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0024 | ROADWAY EXCAVATION | 02200 | CUYD | 123,441.00 | 123,441.000 | 135,790.000 | 135,790.000 | 15.00 | 2,036,850.00 | |||
| 0025 | SPECIAL EXCAVATION | 02204 | CUYD | 2,989.00 | 2,989.000 | 2,989.000 | 2,989.000 | 25.00 | 74,725.00 | |||
| 0026 | GRANULAR EMBANKMENT | 02223 | CUYD | 9,407.00 | 9,407.000 | 11,065.795 | 11,065.795 | 40.00 | 442,631.80 | |||
| 0027 | EMBANKMENT IN PLACE | 02230 | CUYD | 15,691.00 | 15,691.000 | 13,200.000 | 13,200.000 | 3.25 | 42,900.00 | |||
| 0028 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 259.00 | 259.000 | 20.000 | 20.000 | 25.00 | 500.00 | |||
| 0029 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,313.00 | 2,313.000 | 957.000 | 957.000 | 5.50 | 5,263.50 | |||
| 0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 804.00 | 804.000 | 825.000 | 825.000 | 17.50 | 14,437.50 | |||
| 0031 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 27.50 | 2,750.00 | |||
| 0032 | GUARDRAIL CONNECTOR TO CONC MED BARR (MODIFIED) | 02359 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0033 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 45.00 | 270.00 | |||
| 0034 | GUARDRAIL CONNECTOR TO BRIDGE END TY A (MODIFIED) | 02363 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,725.00 | 2,725.00 | |||
| 0035 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0036 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0037 | REMOVE GUARDRAIL | 02381 | LF | 3,008.00 | 3,008.000 | 3,008.000 | 3,008.000 | 1.50 | 4,512.00 | |||
| 0038 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0039 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0040 | CHANNEL LINING CLASS IA | 02482 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0041 | CHANNEL LINING CLASS II | 02483 | TON | 39.00 | 4,010.160 | 4,010.160 | 4,010.160 | 50.00 | 200,508.00 | |||
| 0042 | CHANNEL LINING CLASS III | 02484 | TON | 167.00 | 167.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0043 | CLEARING AND GRUBBING (APPROXIMATELY 17.6 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0044 | TEMPORARY SIGNS FOR MAINTENANCE OF TRAFFIC | 02562 | SQFT | 790.00 | 790.000 | 658.000 | 658.000 | 15.00 | 9,870.00 | |||
| 0045 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE | 02570 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 10,000.00 | 7,500.00 | |||
| 0046 | EDGE KEY | 02585 | LF | 103.00 | 103.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0047 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 10,281.00 | 10,281.000 | 17,573.000 | 17,573.000 | 2.50 | 43,932.50 | |||
| 0048 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 4,691.00 | 4,691.000 | 4,691.000 | 4,691.000 | 2.50 | 11,727.50 | |||
| 0049 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,321.00 | 7,391.000 | 7,873.670 | 7,873.670 | 2.50 | 19,684.17 | |||
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0051 | PRECAST VEHICLE STOP | 02673 | LF | 80.00 | 80.000 | 102.000 | 102.000 | 50.00 | 5,100.00 | |||
| 0052 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0053 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 126.00 | 126.000 | 500.000 | 500.000 | 1.00 | 500.00 | |||
| 0054 | SCARIFYING PAVEMENT | 02678 | SQYD | 1,293.00 | 1,293.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0055 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
| 0056 | TEMP SILT FENCE | 02701 | LF | 5,562.00 | 5,562.000 | 2,747.000 | 2,747.000 | 3.00 | 8,241.00 | |||
| 0057 | SILT TRAP TYPE A | 02703 | EACH | 23.00 | 23.000 | 11.000 | 11.000 | 250.00 | 2,750.00 | |||
| 0058 | SILT TRAP TYPE B | 02704 | EACH | 23.00 | 23.000 | 13.000 | 13.000 | 250.00 | 3,250.00 | |||
| 0059 | SILT TRAP TYPE C | 02705 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0060 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 69.00 | 69.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 0061 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 69.00 | 69.000 | 13.000 | 13.000 | 75.00 | 975.00 | |||
| 0062 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0063 | CLEAN TEMP SILT FENCE | 02709 | LF | 11,124.00 | 11,124.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0064 | STAKING | 02726 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 900,000.00 | 0.00 | |||
| 0065 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.965 | 0.965 | 2,000,000.00 | 1,930,000.00 | |||
| 0066 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,119.00 | 7,119.000 | 28,430.440 | 28,430.440 | 1.25 | 35,538.05 | |||
| 0067 | TEMP MULCH | 05952 | SQYD | 110,296.00 | 110,296.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0068 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 110,296.00 | 110,296.000 | 60.000 | 60.000 | 0.30 | 18.00 | |||
| 0069 | INITIAL FERTILIZER | 05963 | TON | 2.60 | 2.600 | 0.430 | 0.430 | 1,500.00 | 645.00 | |||
| 0070 | 20-10-10 FERTILIZER | 05964 | TON | 4.30 | 4.300 | 0.300 | 0.300 | 1,000.00 | 300.00 | |||
| 0071 | SEEDING AND PROTECTION | 05985 | SQYD | 82,486.00 | 82,486.000 | 5,687.000 | 5,687.000 | 0.75 | 4,265.25 | |||
| 0072 | SODDING | 05990 | SQYD | 37.00 | 37.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0073 | AGRICULTURAL LIMESTONE | 05992 | TON | 51.10 | 51.100 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0074 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 17,117.00 | 17,117.000 | 86,855.000 | 86,855.000 | 0.25 | 21,713.75 | |||
| 0075 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,133.00 | 29,133.000 | 7,895.000 | 7,895.000 | 0.30 | 2,368.50 | |||
| 0076 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 56.00 | 56.000 | 58.000 | 58.000 | 6.00 | 348.00 | |||
| 0077 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 107.00 | 107.000 | 91.000 | 91.000 | 11.00 | 1,001.00 | |||
| 0078 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 5,633.00 | 5,633.000 | 535.000 | 535.000 | 1.00 | 535.00 | |||
| 0079 | PAVE MARKING-PAINT PARKING LOT | 06571 | LF | 321.00 | 321.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 125.00 | 875.00 | |||
| 0081 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0082 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0083 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0084 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0085 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0086 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 20.00 | 20.000 | 26.000 | 26.000 | 22.50 | 585.00 | |||
| 0087 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 30.00 | 30.000 | 22.000 | 22.000 | 22.50 | 495.00 | |||
| 0088 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 27.00 | 27.000 | 6.000 | 6.000 | 22.50 | 135.00 | |||
| 0089 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 11,669.00 | 18,397.550 | 18,397.550 | 18,397.550 | 45.00 | 827,889.75 | |||
| 0090 | CONCRETE-CLASS A | 08100 | CUYD | 3.38 | 3.380 | 3.380 | 3.380 | 2,000.00 | 6,760.00 | |||
| 0091 | STEEL REINFORCEMENT | 08150 | LB | 163.00 | 163.000 | 163.000 | 163.000 | 2.00 | 326.00 | |||
| 0092 | FUEL ADJUSTMENT | 10020NS | DOLL | 94,739.00 | 94,739.000 | -70,181.490 | -70,181.490 | 1.00 | -70,181.49 | |||
| 0093 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 47,603.00 | 47,603.000 | -134,539.140 | -134,539.140 | 1.00 | -134,539.14 | |||
| 0094 | GUARDRAIL STEEL W BEAM-S FACE CR | 20060ES719 | LF | 684.00 | 684.000 | 687.500 | 687.500 | 17.00 | 11,687.50 | |||
| 0095 | GUARDRAIL TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 65.00 | 130.00 | |||
| 0096 | PAVE MARK HANDICAP SYMBOL | 20206EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0097 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,583.00 | 1,583.000 | 1,046.885 | 1,046.885 | 50.00 | 52,344.25 | |||
| 0098 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0099 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 77,700.00 | 77,700.00 | |||
| 0100 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | EACH | 18.00 | 18.000 | 22.000 | 22.000 | 75.00 | 1,650.00 | |||
| 0101 | CONCRETE MEDIAN BARRIER TY 9C (MODIFIED) | 23086EN | LF | 484.00 | 484.000 | 837.000 | 837.000 | 230.00 | 192,510.00 | |||
| 0102 | DECORATIVE HANDRAIL (STEEL POWDER COATED FINISH) | 23143EN | LF | 2,383.00 | 2,383.000 | 2,368.000 | 2,368.000 | 65.00 | 153,920.00 | |||
| 0103 | GUARDRAIL CONN TO BR END TY A-1 CR (MODIFIED) | 23162EN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0104 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 4,124.00 | 4,124.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0105 | WEB CAMERA CONST MONITORING SYSTEM | 23912EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0106 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 32,000.00 | 32,000.00 | |||
| 0107 | TELLTALE SURVEYING | 24553ED | EACH | 20.00 | 20.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0108 | HELPER BOAT | 24620EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,500,000.00 | 0.00 | |||
| 0109 | PROJECT INSPECTION BOAT | 24626EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 0110 | GUARDRAIL STEEL W BEAM-D FACE CR | 24637EC | LF | 1,409.00 | 1,409.000 | 1,754.750 | 1,754.750 | 25.00 | 43,868.75 | |||
| 0111 | GUARDRAIL CONN TO CONC MED BARR MOD-CR | 24744ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
| 0112 | MAINTAIN EXISTING BRIDGE | 24755EC | DOLL | 1,000,000.00 | 1,000,000.000 | 422,707.850 | 422,707.850 | 1.00 | 422,707.85 | |||
| 0113 | REMOVABLE BOLLARD | 30000 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 8002 | REM AND DISPOSE OF ASBESTOS CEMENT PIPE | 23017EN | LF | 0.00 | 300.000 | 300.000 | 300.000 | 19.37 | 5,811.00 | |||
| 8003 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 370.40 | 1,852.00 | |||
| 8006 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 300.000 | 325.000 | 325.000 | 17.08 | 5,551.00 | |||
| 8007 | FILL AND CAP SINKHOLE | 02471 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 5,775.00 | 17,325.00 | |||
| 8008 | EW~ Modified Finger Dam | 10098NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 4,395.90 | 4,395.90 | |||
| 8009 | SPECIAL EXCAVATION Construction Revision #2 | 02204 | CUYD | 0.00 | 86.000 | 86.000 | 86.000 | 11.88 | 1,022.02 | |||
| 8031 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 997,200.00 | 997,200.00 | |||
| 8034 | EW~ Additional Staking CR#6 | 10098NX | DOLL | 0.00 | 14,103.080 | 14,103.080 | 14,103.080 | 1.00 | 14,103.08 | |||
| 8043 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 190,440.000 | 190,440.000 | 190,440.000 | 1.00 | 190,440.00 | |||
| 8054 | EW~ Sidewalk Preparation | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 52,203.20 | 0.00 | |||
| 8055 | GROUT Grout Pad | 23911EC | CUYD | 0.00 | 750.000 | 0.000 | 0.000 | 341.11 | 0.00 | |||
| 8056 | SIDEWALK-4 IN CONCRETE Sidewalk - 4 IN Concrete | 02720 | SQYD | 0.00 | 1,500.000 | 0.000 | 0.000 | 98.92 | 0.00 | |||
| 8057 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | SQYD | 0.00 | 522.200 | 0.000 | 0.000 | 109.16 | 0.00 | |||
| 8060 | EW~ Traffic Switch Mitigation (6 Months) | 10094NX | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 64,122.00 | 0.00 | |||
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0003 DRAINAGE | |||||||
| 0114 | ENTRANCE PIPE-15 IN | 00440 | LF | 106.00 | 106.000 | 148.000 | 148.000 | 55.00 | 8,140.00 | |||
| 0115 | ENTRANCE PIPE-18 IN | 00441 | LF | 122.00 | 122.000 | 203.700 | 203.700 | 60.00 | 12,222.00 | |||
| 0116 | ENTRANCE PIPE-24 IN | 00443 | LF | 61.00 | 61.000 | 94.000 | 94.000 | 90.00 | 8,460.00 | |||
| 0117 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0118 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 0119 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 0120 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0121 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0122 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 8061 | EW~ End Bent Drainage / Railing Revisions | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 28,605.00 | 0.00 | |||
| 8823 | NON-SPEC MATERIAL Concrete Cover Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0004 BRIDGE - WEST APPROACH | |||||||
| 0123 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 902.00 | 902.000 | 324.750 | 324.750 | 50.00 | 16,237.50 | |||
| 0124 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 508.00 | 508.000 | 1,286.330 | 1,286.330 | 5.00 | 6,431.65 | |||
| 0125 | MASONRY COATING | 02998 | SQYD | 9,324.00 | 9,324.000 | 9,324.000 | 9,324.000 | 12.00 | 111,888.00 | |||
| 0126 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 60.00 | 4,560.00 | |||
| 0127 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,254.00 | 1,254.000 | 1,254.000 | 1,254.000 | 20.00 | 25,080.00 | |||
| 0128 | TEST PILES | 08033 | LF | 402.00 | 402.000 | 538.750 | 538.750 | 150.00 | 80,812.50 | |||
| 0129 | PILES-STEEL HP14X89 | 08051 | LF | 8,680.00 | 8,680.000 | 8,839.000 | 8,839.000 | 75.00 | 662,925.00 | |||
| 0130 | PILE POINTS-14 IN | 08095 | EACH | 90.00 | 90.000 | 90.000 | 90.000 | 150.00 | 13,500.00 | |||
| 0131 | CONCRETE-CLASS A (MASS CONCRETE: 1,239 CY) | 08100 | CUYD | 3,247.00 | 3,247.000 | 3,247.000 | 3,247.000 | 575.00 | 1,867,025.00 | |||
| 0132 | CONCRETE-CLASS AA | 08104 | CUYD | 4,870.00 | 4,872.000 | 4,872.000 | 4,872.000 | 675.00 | 3,288,600.00 | |||
| 0133 | STEEL REINFORCEMENT (REVISED: 12-11-14) | 08150 | LB | 829,788.00 | 887,092.000 | 887,092.000 | 887,092.000 | 1.10 | 975,801.20 | |||
| 0134 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,728,084.00 | 1,735,253.000 | 1,735,253.000 | 1,735,253.000 | 1.20 | 2,082,303.60 | |||
| 0135 | STRUCTURAL STEEL (APPROACH SPANS, APPROXIMATELY 7,833,303 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,770,000.00 | 17,770,000.00 | |||
| 0136 | SHEAR CONNECTORS (APPROXIMATELY 40,562 LBS) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0137 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0138 | APPROACH SLAB | 08500 | SQYD | 203.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0139 | DRAIN PIPE-6 IN (FIBERGLASS) | 08820 | LF | 290.00 | 290.000 | 290.000 | 290.000 | 175.00 | 50,750.00 | |||
| 0140 | DRAIN ASSEMBLY | 20154ND | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 1,200.00 | 34,800.00 | |||
| 0141 | ROCK SOUNDINGS | 20745ED | LF | 3,177.00 | 5,834.400 | 5,834.400 | 5,834.400 | 50.00 | 291,720.00 | |||
| 0142 | ROCK CORINGS | 20746ED | LF | 2,403.00 | 4,592.950 | 4,592.950 | 4,592.950 | 100.00 | 459,295.00 | |||
| 0143 | CSL TESTING (6 TUBES) | 21322NC | EACH | 19.00 | 21.000 | 20.000 | 20.000 | 1,200.00 | 24,000.00 | |||
| 0144 | PEDESTRIAN RAIL | 23538EC | LF | 2,022.00 | 2,022.000 | 2,022.000 | 2,022.000 | 80.00 | 161,760.00 | |||
| 0145 | FINGER EXPANSION JOINT | 23859EC | LF | 74.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0146 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 0147 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 3,664.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0148 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0149 | HSS BARRIER RAIL - 3 RAIL | 24606ED | LF | 2,008.00 | 2,008.000 | 2,008.000 | 2,008.000 | 100.00 | 200,800.00 | |||
| 0150 | HSS BARRIER RAIL - 1 RAIL | 24607ED | LF | 2,022.00 | 2,022.000 | 2,022.000 | 2,022.000 | 60.00 | 121,320.00 | |||
| 0151 | SEISMIC DAMPERS | 24611EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 30,000.00 | 180,000.00 | |||
| 0152 | DISK EXPANSION BEARING | 24614EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 15,000.00 | 180,000.00 | |||
| 0153 | PATH DELINEATION LIGHTING | 24616EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
| 0154 | INSTALL (PRECC DUCTBANK) | 24617EC | LF | 1,808.00 | 1,808.000 | 1,878.000 | 1,878.000 | 175.00 | 328,650.00 | |||
| 0155 | INSTALL (AT&T DUCTBANK) | 24617EC | LF | 1,808.00 | 1,808.000 | 1,878.000 | 1,878.000 | 110.00 | 206,580.00 | |||
| 0156 | DECORATIVE FENCE PANEL | 24629EC | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 2,000.00 | 46,000.00 | |||
| 0157 | DRILLED SHAFT-84 IN-COMMON | 24732EC | LF | 1,140.00 | 944.800 | 944.801 | 944.801 | 2,400.00 | 2,267,522.40 | |||
| 0158 | DRILLED SHAFT-78 IN-ROCK | 24733EC | LF | 258.00 | 230.450 | 230.450 | 230.450 | 4,400.00 | 1,013,980.00 | |||
| 0159 | TECHNIQUE SHAFT WITH REMEDIATION | 24734EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500,000.00 | 0.00 | |||
| 0160 | REMEDIATED DRILLED SHAFT-COMMON | 24735EC | LF | 604.00 | 865.890 | 865.890 | 865.890 | 2,350.00 | 2,034,841.50 | |||
| 0161 | REMEDIATED DRILLED SHAFT-ROCK | 24736EC | LF | 253.00 | 205.190 | 205.190 | 205.190 | 3,900.00 | 800,241.00 | |||
| 0162 | CAVITY STABILIZATION | 24737EC | CUYD | 2,659.00 | 814.010 | 814.010 | 814.010 | 130.00 | 105,821.30 | |||
| 0163 | REDRILLING CAVITY STABILIZATION | 24738EC | LF | 147.00 | 536.050 | 536.050 | 536.050 | 600.00 | 321,630.00 | |||
| 0164 | CONSTRUCTION ACCESS | 24740EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000,000.00 | 5,000,000.00 | |||
| 0165 | SONAR CALIPER TESTING | 24741EC | EACH | 38.00 | 52.000 | 36.000 | 36.000 | 2,500.00 | 90,000.00 | |||
| 0166 | TIP TESTING (6 TUBES) | 24742EC | EACH | 19.00 | 21.000 | 20.000 | 20.000 | 2,500.00 | 50,000.00 | |||
| 8014 | FINGER EXPANSION JOINT Construction Revision #2 | 23859EC | LF | 0.00 | 74.000 | 74.000 | 74.000 | 3,060.79 | 226,498.46 | |||
| 8018 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 0.00 | 674.360 | 674.360 | 674.360 | 2,650.00 | 1,787,054.00 | |||
| 8019 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 0.00 | 141.160 | 141.160 | 141.160 | 5,600.00 | 790,496.00 | |||
| 8020 | REMEDIATED DRILLED SHAFT-COMMON 72 IN | 24735EC | LF | 0.00 | 494.400 | 494.400 | 494.400 | 2,300.00 | 1,137,120.00 | |||
| 8021 | REMEDIATED DRILLED SHAFT-ROCK 66 IN | 24736EC | LF | 0.00 | 106.640 | 106.640 | 106.640 | 6,000.00 | 639,840.00 | |||
| 8022 | EW~ Construction Revision #4 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 305,374.00 | 305,374.00 | |||
| 8023 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 142,830.00 | 142,830.00 | |||
| 8025 | APPROACH SLAB | 08500 | SQYD | 0.00 | 203.000 | 203.000 | 203.000 | 217.33 | 44,117.99 | |||
| 8028 | ADMINISTRATIVE SETTLEMENT TIA 13R, 14R and 17 | 10104NX | DOLL | 0.00 | 428,490.000 | 428,490.000 | 428,490.000 | 1.00 | 428,490.00 | |||
| 8032 | EW~ 72 IN. Drilled Shaft Align Bar | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,831.00 | 15,831.00 | |||
| 8033 | EW~ Additional Exploratory Drilling Costs | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 29,255.00 | 29,255.00 | |||
| 8035 | NAVIGATION LIGHTING | 08267 | LS | 0.00 | 1.000 | 0.950 | 0.950 | 106,744.48 | 101,407.25 | |||
| 8040 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 0.00 | 3,664.000 | 3,664.000 | 3,664.000 | 26.39 | 96,692.96 | |||
| 8045 | PATH DELINEATION LIGHTING | 24616EC | LS | 0.00 | 1.000 | 0.950 | 0.950 | 377,802.70 | 358,912.56 | |||
| 8824 | NON-SPEC MATERIAL Concrete Cover Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0005 BRIDGE - MAIN SPAN | |||||||
| 0167 | MASONRY COATING | 02998 | SQYD | 4,954.00 | 4,954.000 | 4,954.000 | 4,954.000 | 12.00 | 59,448.00 | |||
| 0168 | CONCRETE-CLASS A (MASS CONCRETE: 4,860 CY) | 08100 | CUYD | 5,408.00 | 5,408.000 | 5,408.000 | 5,408.000 | 450.00 | 2,433,600.00 | |||
| 0169 | CONCRETE-CLASS AA | 08104 | CUYD | 1,178.00 | 1,372.000 | 1,372.000 | 1,372.000 | 800.00 | 1,097,600.00 | |||
| 0170 | STEEL REINFORCEMENT | 08150 | LB | 1,015,680.00 | 1,016,484.000 | 1,016,484.000 | 1,016,484.000 | 1.25 | 1,270,605.00 | |||
| 0171 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 383,465.00 | 383,465.000 | 383,465.000 | 383,465.000 | 1.30 | 498,504.50 | |||
| 0172 | STRUCTURAL STEEL (ARCH SPAN, APPROXIMATELY 4,786,384 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000,000.00 | 17,000,000.00 | |||
| 0173 | SHEAR CONNECTORS (APPROXIMATELY 29,373 LBS) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0174 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 220,000.00 | 0.00 | |||
| 0175 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 180.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0176 | PAINT CLEARANCE GAUGES | 08752 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0177 | DRAIN PIPE-6 IN (FIBERGLASS) | 08820 | LF | 36.00 | 52.000 | 52.000 | 52.000 | 175.00 | 9,100.00 | |||
| 0178 | DRAIN ASSEMBLY | 20154ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,200.00 | 12,000.00 | |||
| 0179 | CSL TESTING (6 TUBES) | 21322NC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 1,200.00 | 24,000.00 | |||
| 0180 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 211.00 | 245.240 | 245.240 | 245.240 | 4,900.00 | 1,201,676.00 | |||
| 0181 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 1,952.00 | 1,945.700 | 1,945.700 | 1,945.700 | 1,600.00 | 3,113,120.00 | |||
| 0182 | PEDESTRIAN RAIL | 23538EC | LF | 605.00 | 605.000 | 605.000 | 605.000 | 80.00 | 48,400.00 | |||
| 0183 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0184 | STEEL REINFORCEMENT STAINLESS STEEL | 24112EC | LB | 283,395.00 | 283,395.000 | 283,395.000 | 283,395.000 | 4.25 | 1,204,428.75 | |||
| 0185 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 1,108.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0186 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0187 | HSS BARRIER RAIL - 3 RAIL | 24606ED | LF | 605.00 | 605.000 | 605.000 | 605.000 | 100.00 | 60,500.00 | |||
| 0188 | HSS BARRIER RAIL - 1 RAIL | 24607ED | LF | 605.00 | 605.000 | 605.000 | 605.000 | 60.00 | 36,300.00 | |||
| 0189 | BRIDGE STRAND HANGER-FABRICATE & INSTALL | 24608EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000,000.00 | 2,000,000.00 | |||
| 0190 | MODULAR EXPANSION JOINT | 24610EC | LF | 148.00 | 148.000 | 148.000 | 148.000 | 6,000.00 | 888,000.00 | |||
| 0191 | ARCH FEATURE LIGHTING | 24615EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
| 0192 | PATH DELINEATION LIGHTING | 24616EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0193 | INSTALL (PRECC DUCTBANK) | 24617EC | LF | 556.00 | 556.000 | 556.000 | 556.000 | 175.00 | 97,300.00 | |||
| 0194 | INSTALL (AT&T DUCTBANK) | 24617EC | LF | 556.00 | 556.000 | 556.000 | 556.000 | 110.00 | 61,160.00 | |||
| 0195 | DECORATIVE FENCE PANEL | 24629EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 0196 | INSPECTION SAFETY LINE | 24730ED | LF | 4,300.00 | 4,300.000 | 4,300.000 | 4,300.000 | 80.00 | 344,000.00 | |||
| 0197 | CAVITY STABILIZATION | 24737EC | CUYD | 8.00 | 387.000 | 387.000 | 387.000 | 130.00 | 50,310.00 | |||
| 0198 | REDRILLING CAVITY STABILIZATION | 24738EC | LF | 5.00 | 325.700 | 325.700 | 325.700 | 600.00 | 195,420.00 | |||
| 0199 | CONSTRUCTION ACCESS | 24740EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 525,000.00 | 525,000.00 | |||
| 0200 | SONAR CALIPER TESTING | 24741EC | EACH | 21.00 | 45.000 | 45.000 | 45.000 | 2,500.00 | 112,500.00 | |||
| 0201 | TIP TESTING (6 TUBES) | 24742EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 2,500.00 | 50,000.00 | |||
| 8005 | HELPER BOAT 800 HP | 24620EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,181,328.00 | 1,181,328.00 | |||
| 8016 | EW~ Masonry Plate - Construction Revision #2 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 8024 | EW~ Construction Revision #5 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,772.00 | 5,772.00 | |||
| 8036 | NAVIGATION LIGHTING | 08267 | LS | 0.00 | 1.000 | 0.950 | 0.950 | 234,837.87 | 223,095.97 | |||
| 8037 | ARCH FEATURE LIGHTING | 24615EC | LS | 0.00 | 1.000 | 0.950 | 0.950 | 360,774.89 | 342,736.14 | |||
| 8041 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 0.00 | 1,108.000 | 1,108.000 | 1,108.000 | 26.39 | 29,240.12 | |||
| 8044 | HANDRAIL-METAL | 08256 | LF | 0.00 | 160.000 | 160.000 | 160.000 | 241.27 | 38,604.00 | |||
| 8046 | PATH DELINEATION LIGHTING | 24616EC | LS | 0.00 | 1.000 | 0.950 | 0.950 | 125,934.23 | 119,637.51 | |||
| 8048 | INCENTIVE ADJUSTMENTS Open To Traffic | 10205NN | DOLL | 0.00 | 1,500,000.000 | 1,500,000.000 | 1,500,000.000 | 1.00 | 1,500,000.00 | |||
| 8049 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 0.00 | 227,997.000 | 227,997.000 | 227,997.000 | 4.01 | 915,533.35 | |||
| 8050 | BLAST CLEANING | 08549 | SQYD | 0.00 | 25,333.000 | 25,333.000 | 25,333.000 | 4.61 | 116,785.13 | |||
| 8051 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 17,692.01 | 17,692.01 | |||
| 8052 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 15,200.000 | 15,200.000 | 15,200.000 | 1.99 | 30,248.00 | |||
| 8058 | EW~ Additional Wind Bracing Cable | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 42,320.00 | 0.00 | |||
| 8825 | NON-SPEC MATERIAL Concrete Cover Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0006 BRIDGE - EAST APPROACH | |||||||
| 0202 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,036.00 | 1,067.000 | 1,300.000 | 1,300.000 | 50.00 | 65,000.00 | |||
| 0203 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 546.00 | 564.000 | 546.000 | 546.000 | 5.00 | 2,730.00 | |||
| 0204 | MASONRY COATING | 02998 | SQYD | 7,889.00 | 7,889.000 | 7,889.000 | 7,889.000 | 12.00 | 94,668.00 | |||
| 0205 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 60.00 | 4,560.00 | |||
| 0206 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,547.00 | 1,611.000 | 1,611.000 | 1,611.000 | 20.00 | 32,220.00 | |||
| 0207 | CONCRETE-CLASS A (MASS CONCRETE: 1,032 CY) | 08100 | CUYD | 3,037.00 | 3,048.000 | 3,048.000 | 3,048.000 | 575.00 | 1,752,600.00 | |||
| 0208 | CONCRETE-CLASS AA | 08104 | CUYD | 3,983.00 | 3,985.000 | 3,985.000 | 3,985.000 | 675.00 | 2,689,875.00 | |||
| 0209 | STEEL REINFORCEMENT | 08150 | LB | 812,647.00 | 765,714.000 | 765,714.000 | 765,714.000 | 1.10 | 842,285.40 | |||
| 0210 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,417,341.00 | 1,425,891.000 | 1,425,891.000 | 1,425,891.000 | 1.20 | 1,711,069.20 | |||
| 0211 | STRUCTURAL STEEL (APPROACH SPANS, APPROXIMATELY 5,876,144 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,300,000.00 | 13,300,000.00 | |||
| 0212 | SHEAR CONNECTORS (APPROXIMATELY 38,058 LBS.) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0213 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 215,000.00 | 0.00 | |||
| 0214 | APPROACH SLAB | 08500 | SQYD | 203.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0215 | DRAIN PIPE-6 IN (FIBERGLASS) | 08820 | LF | 370.00 | 370.000 | 370.000 | 370.000 | 175.00 | 64,750.00 | |||
| 0216 | DRAIN ASSEMBLY | 20154ND | EACH | 37.00 | 37.000 | 37.000 | 37.000 | 1,200.00 | 44,400.00 | |||
| 0217 | ROCK SOUNDINGS | 20745ED | LF | 26.00 | 26.600 | 26.600 | 26.600 | 50.00 | 1,330.00 | |||
| 0218 | ROCK CORINGS | 20746ED | LF | 39.00 | 39.000 | 26.700 | 26.700 | 100.00 | 2,670.00 | |||
| 0219 | CSL TESTING (4 TUBES) | 21321NC | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 1,200.00 | 20,400.00 | |||
| 0220 | CSL TESTING (6 TUBES) | 21322NC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 1,200.00 | 19,200.00 | |||
| 0221 | TECHNIQUE SHAFT | 22588NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 775,000.00 | 775,000.00 | |||
| 0222 | PEDESTRIAN RAIL | 23538EC | LF | 1,646.00 | 1,646.000 | 1,646.000 | 1,646.000 | 80.00 | 131,680.00 | |||
| 0223 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 269.00 | 306.800 | 306.806 | 306.806 | 1,400.00 | 429,528.40 | |||
| 0224 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 243.00 | 248.450 | 248.450 | 248.450 | 2,200.00 | 546,590.00 | |||
| 0225 | FINGER EXPANSION JOINT | 23859EC | LF | 74.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0226 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0227 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 2,952.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0228 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
| 0229 | HSS BARRIER RAIL - 3 RAIL | 24606ED | LF | 1,622.00 | 1,622.000 | 1,622.000 | 1,622.000 | 100.00 | 162,200.00 | |||
| 0230 | HSS BARRIER RAIL - 1 RAIL | 24607ED | LF | 1,625.00 | 1,625.000 | 1,625.000 | 1,625.000 | 60.00 | 97,500.00 | |||
| 0231 | SEISMIC DAMPERS | 24611EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 30,000.00 | 180,000.00 | |||
| 0232 | DISK EXPANSION BEARING | 24614EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 15,000.00 | 180,000.00 | |||
| 0233 | PATH DELINEATION LIGHTING | 24616EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 240,000.00 | 0.00 | |||
| 0234 | INSTALL (PRECC DUCTBANK) | 24617EC | LF | 1,454.00 | 1,454.000 | 1,536.000 | 1,536.000 | 175.00 | 268,800.00 | |||
| 0235 | INSTALL (AT&T DUCTBANK) | 24617EC | LF | 1,454.00 | 1,454.000 | 1,536.000 | 1,536.000 | 110.00 | 168,960.00 | |||
| 0236 | DECORATIVE FENCE PANEL | 24629EC | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 2,000.00 | 36,000.00 | |||
| 0237 | DRILLED SHAFT-84 IN-COMMON | 24732EC | LF | 1,303.00 | 1,298.460 | 1,298.460 | 1,298.460 | 2,400.00 | 3,116,304.00 | |||
| 0238 | DRILLED SHAFT-78 IN-ROCK | 24733EC | LF | 194.00 | 202.730 | 202.730 | 202.730 | 4,400.00 | 892,012.00 | |||
| 0239 | REMEDIATED DRILLED SHAFT-COMMON | 24735EC | LF | 20.00 | 713.660 | 713.660 | 713.660 | 1,500.00 | 1,070,490.00 | |||
| 0240 | REMEDIATED DRILLED SHAFT-ROCK | 24736EC | LF | 11.00 | 147.630 | 147.630 | 147.630 | 4,400.00 | 649,572.00 | |||
| 0241 | CAVITY STABILIZATION | 24737EC | CUYD | 24.00 | 168.000 | 168.000 | 168.000 | 130.00 | 21,840.00 | |||
| 0242 | REDRILLING CAVITY STABILIZATION | 24738EC | LF | 21.00 | 140.830 | 140.830 | 140.830 | 600.00 | 84,498.00 | |||
| 0243 | CONSTRUCTION ACCESS | 24740EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,250,000.00 | 4,250,000.00 | |||
| 0244 | SONAR CALIPER TESTING | 24741EC | EACH | 16.00 | 23.000 | 23.000 | 23.000 | 2,500.00 | 57,500.00 | |||
| 0245 | TIP TESTING (6 TUBES) | 24742EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 2,500.00 | 40,000.00 | |||
| 0246 | TIP TESTING (4 TUBES) | 24743EC | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 2,500.00 | 42,500.00 | |||
| 8001 | VIBRATION MONITORING | 24550EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 121,586.00 | 121,586.00 | |||
| 8004 | EW~ END BENT 2 REMEDIATION | 10098NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 237,717.00 | 237,717.00 | |||
| 8010 | CONCRETE-CLASS A FOUND SEAL Construction Revision #3 | 08109 | CUYD | 0.00 | 1.000 | 1.000 | 1.000 | 405.91 | 405.91 | |||
| 8011 | DRILLED SHAFT-72 IN COMMON Remediated | 23249EC | LF | 0.00 | 1,945.430 | 1,945.430 | 1,945.430 | 2,100.00 | 4,085,403.00 | |||
| 8012 | DRILLED SHAFT-66 IN (ROCK) Remediated | 23000EX | LF | 0.00 | 236.580 | 236.580 | 236.580 | 4,400.00 | 1,040,952.00 | |||
| 8013 | EW~ Trestle Pile Abandonment | 10098NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 33,825.06 | 33,825.06 | |||
| 8015 | FINGER EXPANSION JOINT Construction Revision #2 | 23859EC | LF | 0.00 | 74.000 | 74.000 | 74.000 | 3,060.79 | 226,498.46 | |||
| 8017 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 856,980.000 | 856,980.000 | 856,980.000 | 1.00 | 856,980.00 | |||
| 8026 | APPROACH SLAB | 08500 | SQYD | 0.00 | 203.000 | 203.000 | 203.000 | 217.33 | 44,117.99 | |||
| 8027 | TECHNIQUE SHAFT WITH REMEDIATION | 24734EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,275,000.00 | 1,275,000.00 | |||
| 8029 | EW~ End Bent 2 Anchor Bolt Conflict | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,744.00 | 4,744.00 | |||
| 8030 | EW~ PDA for Piles - Steel HP 14x89 | 10094NX | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,084.00 | 12,336.00 | |||
| 8038 | NAVIGATION LIGHTING | 08267 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 229,500.64 | 229,500.64 | |||
| 8039 | PATH DELINEATION LIGHTING | 24616EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 302,242.16 | 302,242.16 | |||
| 8042 | RAIL SYSTEM TYPE 11 | 24538ED | LF | 0.00 | 2,952.000 | 2,952.000 | 2,952.000 | 26.39 | 77,903.28 | |||
| 8053 | EW~ Debris Removal | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 78,895.00 | 0.00 | |||
| 8826 | NON-SPEC MATERIAL Concrete Cover Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0007 DEMOBILIZATION & MOBILIZATION | |||||||
| 0247 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,800,000.00 | 5,800,000.00 | |||
| 0248 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 1,875,000.00 | 468,750.00 | 937,500.00 | |
| Project | DE11100681479 | Fed/State Project Number | NHPP BRO 0801 (101) | Category | 0008 TRAINEES | |||||||
| 0249 | TRAINEE PAYMENT REIMBURSEMENT IRONWORKER | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.50 | 700.00 | |||
| 0250 | TRAINEE PAYMENT REIMBURSEMENT IRONWORKER | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0251 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0252 | TRAINEE PAYMENT REIMBURSEMENT CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.50 | 700.00 | |||
| 0253 | TRAINEE PAYMENT REIMBURSEMENT CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 455.750 | 455.750 | 0.50 | 227.87 | |||
| SUBTOT | $366,818.62 |
$143,833,492.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0157-10C |
Fabricating Perm. Casing | LF |
0.00 | 0006 | $2400.000000 | $0.00 | ||||||
0157-11C |
Fabricating Perm. Casing | LF |
0.00 | 0006 | $2400.000000 | $0.00 | ||||||
0172-10C |
STEEL, STRUCTURAL | LS |
0.00 | 0006 | $17000000.000000 | $0.00 | ||||||
0223-10C |
Fabricating Perm. Casing | LF |
0.00 | 0006 | $1400.000000 | $0.00 | ||||||
0237-10C |
Fabricating Perm. Casing | LF |
0.00 | 0006 | $2400.000000 | $0.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||