Contract ID: | 100395 | Estimate Number: | 0032 | Contract No: | 610868 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | BRFY-058C(235), BRFY-058C(237), STPY-058C(240) | ||||||||||||
Primary Job Piece No: | 08932(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-10: FROM THE I-44 INTERCHANGE, EXTEND EAST. PROJECT LENGTH = 3.566 MILES. | ||||||||||||
Primary County: | OTTAWA | ||||||||||||
Name of Road: | SH-10 | ||||||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
P.O. BOX 9159 | |||||||||||||
TULSA , OK 74157 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 11/18/2010 | NTP Effective Date: | 04/04/2011 | Pay Period: | 07/16/2012 TO 07/31/2012 |
Date Awarded: | 12/06/2010 | Date Work Began: | 04/04/2011 | Original Contract Time: | 650 |
Date Contract Executed: | 12/22/2010 | Date Time Stopped: | Current Time Charged: | 485.00 | |
Date NTP Issued: | 01/04/2011 | Completion Date: | Current Time Allowed: | 695.00 | |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 69.78 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $19,698,389.93 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $19,695,764.93 | Participating: | $15,900,271.96 | $14,362,433.90 | $1,537,838.06 | ||
Percent Complete: | 81.72 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,600,237.28 | Total Earnings: | $15,900,271.96 | $14,362,433.90 | $1,537,838.06 | ||
Unearned Balance: | $3,597,612.28 | Stockpiled Materials: | $72,922.18 | $148,359.83 | $-75,437.65 | ||
Gross Earnings: | $15,973,194.14 | $14,510,793.73 | $1,462,400.41 | ||||
Other Adjustments: | $328,958.51 | $184,374.37 | $144,584.14 | ||||
Liq Dam/Disincentive: | $-204,000.00 | $-108,000.00 | $-96,000.00 | ||||
TOTAL: | $16,098,152.65 | $14,587,168.10 | $1,510,984.55 |
Contract ID: | 100395 | Estimate Number: | 0032 | Primary JP: | 08932(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Supplemental agreement to remove light pole. | Approved | 07/07/2011 | 0.0 | $2,625.00 |
003 | Penelty due to immpropper timed work on I-44 | Pending | 0 | 0.0 | $-75,000.00 |
004 | Concrete pavement removal | Pending | 0 | 5.0 | $18,424.26 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0021 | $-2,515.51 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0032 | $-608.93 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0024 | $-26,051.68 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0025 | $-11,327.11 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0022 | $-3,229.81 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Initial Payment | 0005 | $43,733.04 |
08932(04) | 0022 | DURO PLAIN PAD | Stockpiled Material Adjustment | 0021 | $-20,720.00 |
08932(04) | 0022 | DURO PLAIN PAD | Stockpiled Material Initial Payment | 0006 | $20,720.00 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Adjustment | 0025 | $-2,948.98 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Adjustment | 0022 | $-421.28 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Initial Payment | 0020 | $4,844.75 |
08932(04) | 0035 | Stockpiled Material Initial Payment | 0030 | $1,895.60 | |
08932(04) | 0036 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0017 | $-808.20 |
08932(04) | 0036 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-89.80 |
08932(04) | 0036 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $898.00 |
08932(04) | 0037 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-689.00 |
08932(04) | 0037 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,378.00 |
08932(04) | 0037 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0017 | $-689.00 |
08932(04) | 0042 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-1,035.00 |
08932(04) | 0042 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,035.00 |
08932(04) | 0045 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0014 | $-2,217.00 |
08932(04) | 0045 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,217.00 |
08932(04) | 0048 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,315.00 |
08932(04) | 0048 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-1,315.00 |
08932(04) | 0049 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0011 | $-1,555.00 |
08932(04) | 0049 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $7,775.00 |
08932(04) | 0049 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0010 | $-6,220.00 |
08932(04) | 0052 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,275.00 |
08932(04) | 0052 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0012 | $-2,275.00 |
08932(04) | 0053 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $616.00 |
08932(04) | 0053 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0022 | $-616.00 |
08932(04) | 0054 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $616.00 |
08932(04) | 0055 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $146.64 |
08932(04) | 0059 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $3,473.96 |
08932(04) | 0059 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-1,839.39 |
08932(04) | 0059 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0025 | $-1,634.57 |
08932(04) | 0061 | frm & grt | Stockpiled Material Initial Payment | 0020 | $14,109.81 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0025 | $-8,192.79 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0024 | $-1,365.47 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0022 | $-910.31 |
08932(04) | 0061 | Stockpiled Material Initial Payment | 0030 | $8,663.90 | |
08932(04) | 0062 | inlets | Stockpiled Material Initial Payment | 0020 | $15,411.76 |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0022 | $-660.50 |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0025 | $-9,687.39 |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0024 | $-1,100.84 |
08932(04) | 0062 | Stockpiled Material Initial Payment | 0030 | $5,834.50 | |
08932(04) | 0070 | Stockpiled Material Initial Payment | 0009 | $7,115.72 | |
08932(04) | 0070 | Stockpiled Material Adjustment | 0020 | $-1,522.08 | |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Initial Payment | 0005 | $28,932.80 |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Adjustment | 0023 | $-1,096.32 |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Adjustment | 0021 | $-19,919.02 |
10430(04) | 0176 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-1,418.00 |
10430(04) | 0176 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,418.00 |
10430(04) | 0177 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,315.00 |
10430(04) | 0177 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-1,315.00 |
10430(04) | 0180 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $232.05 |
10430(04) | 0180 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0022 | $-232.05 |
10430(04) | 0182 | Stockpiled Material Initial Payment | 0030 | $8,663.90 | |
10430(04) | 0183 | Stockpiled Material Initial Payment | 0030 | $5,834.50 | |
10430(04) | 0187 | Stockpiled Material Adjustment | 0023 | $-475.65 | |
10430(04) | 0187 | Stockpiled Material Adjustment | 0018 | $-570.78 | |
10430(04) | 0187 | Stockpiled Material Initial Payment | 0009 | $1,084.48 | |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Initial Payment | 0006 | $149,657.44 |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Adjustment | 0012 | $-39,732.06 |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Adjustment | 0013 | $-35,096.66 |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Adjustment | 0032 | $-74,828.72 |
10430(04) | 0214 | Stockpiled Material Initial Payment | 0022 | $10,122.09 | |
10430(04) | 0216 | Stockpiled Material Initial Payment | 0022 | $2,105.48 | |
10430(04) | 0222 | reinforce steel | Stockpiled Material Initial Payment | 0020 | $166.33 |
10430(04) | 0222 | reinforce steel | Stockpiled Material Adjustment | 0028 | $-166.33 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0030 | $-1,771.64 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0028 | $-5,322.51 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0029 | $-5,322.51 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Initial Payment | 0020 | $12,416.66 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Initial Payment | 0020 | $95.69 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0028 | $-95.69 |
10430(04) | 0223 | Stockpiled Material Initial Payment | 0022 | $18,451.44 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0028 | $-5,322.51 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0030 | $-2,531.32 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0029 | $-5,322.51 | |
10430(04) | 0224 | PILES, FURNISHED (10X42) | Stockpiled Material Initial Payment | 0001 | $6,098.40 |
10430(04) | 0224 | PILES, FURNISHED (10X42) | Stockpiled Material Adjustment | 0005 | $-6,098.40 |
10430(04) | 0225 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Adjustment | 0005 | $-33,037.20 |
10430(04) | 0225 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $33,037.20 |
10430(04) | 0229 | drill shaft steel | Stockpiled Material Adjustment | 0028 | $-2,615.23 |
10430(04) | 0229 | drill shaft steel | Stockpiled Material Initial Payment | 0020 | $5,230.47 |
10430(04) | 0229 | drill shaft steel | Stockpiled Material Adjustment | 0027 | $-2,615.23 |
12573(04) | 0302 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $713.00 |
12573(04) | 0302 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0019 | $-713.00 |
12573(04) | 0305 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,738.00 |
12573(04) | 0305 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0017 | $-2,738.00 |
12573(04) | 0308 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,849.00 |
12573(04) | 0308 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-1,849.00 |
12573(04) | 0312 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-1,555.00 |
12573(04) | 0312 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,555.00 |
12573(04) | 0315 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-2,035.00 |
12573(04) | 0315 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,035.00 |
12573(04) | 0317 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-326.06 |
12573(04) | 0317 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $326.06 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-43.40 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $170.20 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-55.00 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-71.80 |
12573(04) | 0321 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-269.99 |
12573(04) | 0321 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $269.99 |
12573(04) | 0322 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,242.42 |
12573(04) | 0322 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-946.76 |
12573(04) | 0322 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-295.66 |
12573(04) | 0323 | Stockpiled Material Adjustment | 0031 | $-16,800.00 | |
12573(04) | 0323 | Stockpiled Material Initial Payment | 0030 | $17,327.80 | |
12573(04) | 0325 | Stockpiled Material Initial Payment | 0030 | $11,669.00 | |
12573(04) | 0325 | Stockpiled Material Adjustment | 0031 | $-11,669.00 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0010 | $-808.50 | |
12573(04) | 0331 | Stockpiled Material Initial Payment | 0009 | $4,774.89 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0014 | $-361.45 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0013 | $-447.05 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0011 | $-1,597.97 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0016 | $-951.17 | Subtotals For Stockpile Payments | $72,922.18 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0030 | 3.00 | $6,000.00 | $18,000.00 |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0031 | 15.00 | $6,000.00 | $90,000.00 |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0032 | 16.00 | $6,000.00 | $96,000.00 |
08932(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -753.00 | $1.50 | $-1,129.50 |
08932(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0010 | -351.00 | $1.50 | $-526.50 |
08932(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0018 | 1,104.00 | $1.50 | $1,656.00 |
08932(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 621.83 | $4.91 | $3,056.33 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 299.11 | $3.76 | $1,124.69 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 303.34 | $3.76 | $1,140.57 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 185.47 | $3.76 | $697.38 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 182.28 | $3.86 | $704.52 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 273.88 | $3.86 | $1,058.56 |
08932(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 98.50 | $4.41 | $435.09 |
08932(04) | 0063 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -52.00 | $50.00 | $-2,600.00 |
08932(04) | 0063 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0006 | 52.00 | $50.00 | $2,600.00 |
08932(04) | 0068 | 48" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -84.00 | $130.00 | $-10,920.00 |
08932(04) | 0068 | 48" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0006 | 84.00 | $130.00 | $10,920.00 |
08932(04) | 0071 | 18" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0005 | -2.00 | $600.00 | $-1,200.00 |
08932(04) | 0071 | 18" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0006 | 2.00 | $600.00 | $1,200.00 |
08932(04) | 0075 | 48" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0005 | -2.00 | $1,800.00 | $-3,600.00 |
08932(04) | 0075 | 48" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0006 | 2.00 | $1,800.00 | $3,600.00 |
10430(04) | 0144 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0010 | -345.00 | $1.50 | $-517.50 |
10430(04) | 0144 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0018 | 345.00 | $1.50 | $517.50 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Missing Material Certification | 0026 | -3,104.72 | $3.00 | $-9,314.18 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Missing Material Certification | 0027 | 3,104.72 | $3.00 | $9,314.16 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0027 | 1,034.91 | $-0.75 | $-776.18 |
10430(04) | 0156 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 65.50 | $3.86 | $253.16 |
10430(04) | 0186 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -120.00 | $55.00 | $-6,600.00 |
10430(04) | 0186 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0006 | 120.00 | $55.00 | $6,600.00 |
10430(04) | 0204 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0002 | -467.00 | $5.00 | $-2,335.00 |
10430(04) | 0204 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | 467.00 | $5.00 | $2,335.00 |
10430(04) | 0205 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0007 | -125.00 | $50.00 | $-6,250.00 |
10430(04) | 0205 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0018 | 125.00 | $50.00 | $6,250.00 |
10430(04) | 0213 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | * SUBSTANDARD ITEM | 0013 | 1.00 | $-5,000.00 | $-5,000.00 |
10430(04) | 0220 | CLASS A CONCRETE | * SUBSTANDARD ITEM | 0029 | 2.00 | $-10,000.00 | $-20,000.00 |
10430(04) | 0229 | DRILLED SHAFTS 66" DIAMETER | * SUBSTANDARD ITEM | 0029 | 1.00 | $-50,000.00 | $-50,000.00 |
12573(04) | 0269 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0005 | -1.50 | $86.00 | $-129.00 |
12573(04) | 0269 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0011 | -235.00 | $1.50 | $-352.50 |
12573(04) | 0269 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0018 | 321.00 | $1.50 | $481.50 |
12573(04) | 0278 | (SP)MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0024 | -20.44 | $3.00 | $-61.33 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 343.48 | $3.76 | $1,291.50 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 1,554.82 | $3.76 | $5,846.20 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 5,164.99 | $4.91 | $25,386.18 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0028 | 306.86 | $-22.20 | $-6,812.29 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0028 | 306.86 | $5.75 | $1,766.00 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0032 | 4,836.55 | $5.96 | $28,850.26 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,171.73 | $4.49 | $9,762.04 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 6,759.97 | $3.76 | $25,417.83 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 117.04 | $3.76 | $440.10 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 2,076.71 | $3.76 | $7,808.53 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 447.26 | $3.76 | $1,681.72 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 877.38 | $3.86 | $3,391.12 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,483.65 | $3.86 | $9,599.43 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 769.44 | $3.86 | $2,973.92 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 1,974.38 | $4.91 | $9,704.18 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 299.44 | $4.91 | $1,471.76 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0028 | 915.37 | $-3.15 | $-2,883.42 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 915.37 | $5.75 | $5,268.00 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 5,733.78 | $5.96 | $34,202.28 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 509.07 | $5.96 | $3,036.63 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 3,308.25 | $5.96 | $19,733.88 |
12573(04) | 0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 198.94 | $4.29 | $854.89 |
12573(04) | 0284 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,002.30 | $4.29 | $4,307.08 |
12573(04) | 0293 | 6" CONCRETE DRIVEWAY | * Material Discrepancy Adjustments | 0024 | 40.00 | $-9.65 | $-386.04 |
12573(04) | 0293 | 6" CONCRETE DRIVEWAY | * Material Discrepancy Adjustments | 0024 | 40.00 | $-9.65 | $-386.04 |
12573(04) | 0342 | FENCE-STYLE WWF | * Material Discrepancy Adjustments | 0002 | 1,821.00 | $9.00 | $16,389.00 |
12573(04) | 0342 | FENCE-STYLE WWF | * Material Discrepancy Adjustments | 0006 | -1,821.00 | $9.00 | $-16,389.00 | Subtotals For Line Item Adjustments | $328,958.51 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 04/04/2011 | NOT ENTERED | 450.00 DYS | $6,000.00 | N |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0030 | $-18,000.00 |
01 | System Application of Disincentive Adj | 0031 | $-90,000.00 |
01 | System Application of Disincentive Adj | 0032 | $-96,000.00 | Subtotals For Milestones | $-204,000.00 |
Contract ID: | 100395 | Estimate Number: | 0032 | Primary JP: | 08932(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0100/ROADWAY - BRFY-058C(235) | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.900 | $20,000.00 | $0.00 | $18,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 65,661.000 | 65,661.000 | 65,643.000 | $5.00 | $0.00 | $328,215.00 | |
0003 | ROCK EXCAVATION | 202(B) 0182 | CY | 9,988.000 | 9,988.000 | 0.000 | 38,384.390 | $25.00 | $0.00 | $959,609.75 |
0004 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 215.000 | 215.000 | 1,974.870 | $5.00 | $0.00 | $9,874.35 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.700 | $50,000.00 | $0.00 | $35,000.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,600.000 | 1,600.000 | 3,266.000 | $1.50 | $0.00 | $4,899.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,820.000 | 1,820.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 39,607.000 | 39,607.000 | 28,024.120 | $1.25 | $0.00 | $35,030.15 | |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 16.300 | 16.300 | 0.000 | $450.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.200 | 8.200 | 0.000 | $450.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 16.400 | 16.400 | 13.710 | 13.710 | $50.00 | $685.50 | $685.50 |
0012 | AGGREGATE BASE | 303 0192 | CY | 12,176.000 | 12,176.000 | 0.000 | 10,560.100 | $28.00 | $0.00 | $295,682.79 |
0013 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 42,461.000 | 42,461.000 | 1,089.113 | 42,824.740 | $14.00 | $15,247.58 | $599,546.36 |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 57,517.000 | 57,517.000 | 59,793.172 | $1.00 | $0.00 | $59,793.17 | |
0015 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 49,233.000 | 49,233.000 | 41,851.805 | $3.00 | $0.00 | $125,555.42 | |
0016 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 2600 | SY | 4,923.000 | 4,923.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,073.000 | 1,073.000 | 760.630 | $14.00 | $0.00 | $10,648.82 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 694.000 | 694.000 | 621.830 | $64.00 | $0.00 | $39,797.12 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1,919.000 | 1,919.000 | 1,244.085 | $52.00 | $0.00 | $64,692.42 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 495.000 | 495.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 128.000 | 128.000 | 98.500 | $63.00 | $0.00 | $6,205.50 | |
0022 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 40,198.000 | 40,198.000 | 12,828.270 | 29,287.853 | $14.00 | $179,595.78 | $410,029.95 |
0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 9,986.000 | 9,986.000 | 3,207.068 | 7,278.730 | $95.00 | $304,671.46 | $691,479.36 |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 15.000 | 15.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 24.000 | 24.000 | 5.560 | $500.00 | $0.00 | $2,780.00 | |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 3,155.000 | 3,155.000 | 464.000 | $1.00 | $0.00 | $464.00 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 116.000 | 116.000 | 35.470 | $30.00 | $0.00 | $1,064.10 | |
0028 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 10,223.000 | 10,223.000 | 2,081.000 | 2,081.000 | $4.00 | $8,324.00 | $8,324.00 |
0029 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 1,150.000 | 1,150.000 | 920.000 | 1,150.000 | $17.00 | $15,640.00 | $19,550.00 |
0030 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 3,836.000 | 3,836.000 | 1,714.995 | $40.00 | $0.00 | $68,599.80 | |
0031 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 3.000 | $2,000.00 | $0.00 | $6,000.00 | |
0032 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $2,700.00 | $0.00 | $8,100.00 | |
0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 5.000 | 5.000 | 3.180 | $200.00 | $0.00 | $636.00 | |
0034 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 9.000 | 9.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0035 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 31.000 | 31.000 | 16.000 | $350.00 | $0.00 | $5,600.00 | |
0036 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 6.000 | 6.000 | 6.000 | $1,800.00 | $0.00 | $10,800.00 | |
0037 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 5.000 | 5.000 | 5.000 | $2,200.00 | $0.00 | $11,000.00 | |
0038 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 2.000 | 2.000 | 2.000 | $2,400.00 | $0.00 | $4,800.00 | |
0039 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0040 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 1.000 | 1.000 | 1.000 | $3,800.00 | $0.00 | $3,800.00 | |
0041 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 1.000 | 1.000 | 1.000 | $1,600.00 | $0.00 | $1,600.00 | |
0042 | INLET GPI TYPE 1 (DES. 5) | 611(E) 5331 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0043 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 1.000 | 1.000 | 1.000 | $2,300.00 | $0.00 | $2,300.00 | |
0044 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5872 | EA | 1.000 | 1.000 | 1.000 | $5,200.00 | $0.00 | $5,200.00 | |
0045 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5874 | EA | 1.000 | 1.000 | 1.000 | $5,600.00 | $0.00 | $5,600.00 | |
0046 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5886 | EA | 1.000 | 1.000 | 1.000 | $6,900.00 | $0.00 | $6,900.00 | |
0047 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(2B) | 611(E) 5888 | EA | 1.000 | 1.000 | 1.000 | $6,900.00 | $0.00 | $6,900.00 | |
0048 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 3.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0049 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 7.000 | 7.000 | 7.000 | $4,200.00 | $0.00 | $29,400.00 | |
0050 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 7.000 | 7.000 | 7.000 | $4,600.00 | $0.00 | $32,200.00 | |
0051 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 2.000 | 2.000 | 2.000 | $5,700.00 | $0.00 | $11,400.00 | |
0052 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5990 | EA | 2.000 | 2.000 | 2.000 | $6,500.00 | $0.00 | $13,000.00 | |
0053 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 43.000 | 43.000 | 6.250 | $250.00 | $0.00 | $1,562.50 | |
0054 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 6.000 | 6.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0055 | INLET GPI TYPE 1 (ADD'L DEPTH) | 611(F) 5374 | VF | 13.000 | 13.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0056 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 1.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0057 | INLET W/LJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5870 | VF | 7.000 | 7.000 | 1.250 | $550.00 | $0.00 | $687.50 | |
0058 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 8.000 | 8.000 | 2.500 | $1,000.00 | $0.00 | $2,500.00 | |
0059 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 77.000 | 77.000 | 33.490 | $400.00 | $0.00 | $13,396.00 | |
0060 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 16.000 | 4.090 | $750.00 | $0.00 | $3,067.50 | |
0061 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 96.000 | 96.000 | 0.000 | 54.000 | $350.00 | $0.00 | $18,900.00 |
0062 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 194.000 | 194.000 | 0.000 | 120.000 | $250.00 | $0.00 | $30,000.00 |
0063 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 1,428.000 | 1,428.000 | 1,479.500 | $50.00 | $0.00 | $73,975.00 | |
0064 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,722.000 | 2,722.000 | 2,541.000 | $55.00 | $0.00 | $139,755.00 | |
0065 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,049.000 | 1,049.000 | 984.000 | $65.00 | $0.00 | $63,960.00 | |
0066 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 545.000 | 545.000 | 531.000 | $85.00 | $0.00 | $45,135.00 | |
0067 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 143.000 | 143.000 | 144.000 | $110.00 | $0.00 | $15,840.00 | |
0068 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 609.000 | 609.000 | 659.500 | $130.00 | $0.00 | $85,735.00 | |
0069 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 2.000 | $900.00 | $0.00 | $1,800.00 | |
0070 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 748.000 | 748.000 | 160.000 | $24.00 | $0.00 | $3,840.00 | |
0071 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 15.000 | 15.000 | 15.000 | $600.00 | $0.00 | $9,000.00 | |
0072 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 0.000 | 4.000 | $700.00 | $0.00 | $2,800.00 |
0073 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 2.000 | $900.00 | $0.00 | $1,800.00 | |
0074 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 7.000 | 7.000 | 7.000 | $1,200.00 | $0.00 | $8,400.00 | |
0075 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 3.000 | 3.000 | 3.000 | $1,800.00 | $0.00 | $5,400.00 | |
0076 | TRENCH EXCAVATION | 613(S) 1180 | CY | 6,522.000 | 6,522.000 | 6,940.065 | $15.00 | $0.00 | $104,101.00 | |
0077 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 3,034.000 | 3,034.000 | 3,481.799 | $35.00 | $0.00 | $121,862.99 | |
0078 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.400 | 0.900 | $25,000.00 | $10,000.00 | $22,500.00 |
0079 | REMOVAL OF FENCE | 619(B) 4725 | LF | 1,288.000 | 1,288.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0080 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 15,714.000 | 15,714.000 | 15,093.464 | $2.00 | $0.00 | $30,186.93 | |
0081 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 56.000 | 56.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0082 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 94.000 | 94.000 | 276.000 | $3.00 | $0.00 | $828.00 | |
0083 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 510.000 | 510.000 | 250.000 | $17.00 | $0.00 | $4,250.00 | |
0084 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
0085 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0086 | FENCE-STYLE WWF | 624(A) 4281 | LF | 371.000 | 371.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
0087 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0088 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 14.000 | 14.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0089 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 11,320.000 | 11,320.000 | 0.000 | 10,964.000 | $5.00 | $0.00 | $54,820.00 |
0090 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 720.000 | 720.000 | 155.000 | $5.00 | $0.00 | $775.00 | |
0091 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 48.000 | 48.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - BRFY-058C(235) | $534,164.32 | $4,853,239.98 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0200/BRIDGE 'B' - BRFY-058C(235) | ||||||||
0092 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 154.000 | 154.000 | 77.000 | $15.00 | $0.00 | $1,155.00 | |
0093 | SUBSTRUCTURE EXCAVATION ROCK | 501(C) 1308 | CY | 334.000 | 334.000 | 167.000 | $25.00 | $0.00 | $4,175.00 | |
0094 | CLSM BACKFILL | 501(G) 6309 | CY | 69.600 | 69.600 | 69.600 | $85.00 | $0.00 | $5,916.00 | |
0095 | APPROACH SLAB | 504(A) 1304 | SY | 312.000 | 312.000 | 312.000 | $135.00 | $0.00 | $42,120.00 | |
0096 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 320.000 | 320.000 | 320.000 | $65.00 | $0.00 | $20,800.00 | |
0097 | CLASS AA CONCRETE | 509(A) 1326 | CY | 492.800 | 492.800 | 492.800 | $425.00 | $0.00 | $209,440.00 | |
0098 | CLASS A CONCRETE | 509(B) 1328 | CY | 172.600 | 172.600 | 172.600 | $410.00 | $0.00 | $70,766.00 | |
0099 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 171,698.000 | 171,698.000 | 171,698.000 | $0.80 | $0.00 | $137,358.40 | |
0100 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 436.000 | 436.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0101 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 80.000 | 80.000 | 80.000 | $550.00 | $0.00 | $44,000.00 | |
0102 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 156.000 | 156.000 | 167.000 | $685.00 | $0.00 | $114,395.00 | |
0103 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 1,513.000 | 1,513.000 | 445.910 | $27.00 | $0.00 | $12,039.57 | |
0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 142.000 | 142.000 | 0.000 | 142.000 | $27.00 | $0.00 | $3,834.00 |
0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 38.000 | 38.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0106 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0200/BRIDGE 'B' - BRFY-058C(235) | $0.00 | $685,998.97 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0201/BRIDGE 'C' - BRFY-058C(235) | ||||||||
0107 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 358.600 | 358.600 | 649.260 | $17.00 | $0.00 | $11,037.42 | |
0108 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 128.300 | 128.300 | 128.300 | $25.00 | $0.00 | $3,207.50 | |
0109 | CLASS AA CONCRETE | 509(A) 1326 | CY | 284.800 | 284.800 | 284.000 | $285.00 | $0.00 | $80,940.00 | |
0110 | REINFORCING STEEL | 511(A) 1332 | LB | 43,678.000 | 43,678.000 | 43,678.000 | $0.70 | $0.00 | $30,574.60 | |
0111 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 213.900 | 213.900 | 59.130 | $30.00 | $0.00 | $1,773.90 | |
0112 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0201/BRIDGE 'C' - BRFY-058C(235) | $0.00 | $137,533.42 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0300/TRAFFIC PERMANENT - BRFY-058C(235) | ||||||||
0113 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 78.180 | 78.180 | 0.000 | $12.00 | $0.00 | $0.00 | |
0114 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 291.000 | 291.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0115 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 47.000 | 47.000 | 0.000 | $270.00 | $0.00 | $0.00 | |
0116 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 17,210.000 | 17,210.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0117 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 229.000 | 229.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0118 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 155.000 | 155.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0119 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 1,900.000 | 1,900.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0120 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 125.000 | 125.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0121 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 928.000 | 928.000 | 974.000 | $1.10 | $0.00 | $1,071.40 | |
0122 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 5.000 | 5.000 | 5.000 | $55.00 | $0.00 | $275.00 | |
0123 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 14.000 | 14.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC PERMANENT - BRFY-058C(235) | $0.00 | $1,346.40 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0301/TRAFFIC TEMPORARY - BRFY-058C(235) | ||||||||
0124 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 14,051.000 | 14,051.000 | 18,779.000 | $0.25 | $0.00 | $4,694.75 | |
0125 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 760.000 | 760.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0126 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 180.000 | 180.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0127 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,500.000 | 8,500.000 | 187.000 | 3,062.000 | $0.55 | $102.85 | $1,684.10 |
0128 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,320.000 | 4,320.000 | 303.000 | 2,916.000 | $0.55 | $166.65 | $1,603.80 |
0129 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,230.000 | 6,230.000 | 177.000 | 3,314.000 | $1.60 | $283.20 | $5,302.40 |
0130 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,240.000 | 8,240.000 | 238.000 | 2,505.000 | $0.30 | $71.40 | $751.50 |
0131 | WING BARRICADES | 880(C) 8848 | SD | 2,920.000 | 2,920.000 | 0.000 | $0.30 | $0.00 | $0.00 | |
0132 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 25,770.000 | 25,770.000 | 468.000 | 6,361.000 | $0.11 | $51.48 | $699.71 |
0133 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 24,700.000 | 24,700.000 | 2,142.000 | 15,285.000 | $0.02 | $42.84 | $305.70 |
0134 | DRUMS | 880(F) 8878 | SD | 24,700.000 | 24,700.000 | 21,537.000 | $0.16 | $0.00 | $3,445.92 | |
0135 | FLAGGER | 880(I) 8902 | SD | 8.000 | 8.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC TEMPORARY - BRFY-058C(235) | $718.42 | $18,487.88 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0600/STAKING - BRFY-058C(235) | ||||||||
0136 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $125,000.00 | $25,000.00 | $118,750.00 |
Subtotals For Category 0600/STAKING - BRFY-058C(235) | $25,000.00 | $118,750.00 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0640/CONSTRUCTION - BRFY-058C(235) | ||||||||
0137 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $5,000.00 | $1,250.00 | $5,000.00 |
0138 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0139 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $600,000.00 | $0.00 | $600,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - BRFY-058C(235) | $1,250.00 | $615,000.00 | ||||||||
Subtotals For Project BRFY-058C(235) /08932(04) | $561,132.74 | $6,430,356.65 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0100/ROADWAY - BRFY-058C(237) | ||||||||
0140 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.900 | $20,000.00 | $0.00 | $18,000.00 | |
0141 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,892.000 | 13,892.000 | 8,308.855 | $5.00 | $0.00 | $41,544.28 | |
0142 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 160,807.000 | 160,807.000 | 160,807.000 | $4.50 | $0.00 | $723,631.50 | |
0143 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.500 | $20,000.00 | $0.00 | $10,000.00 | |
0144 | TEMPORARY SILT FENCE | 223 2801 | LF | 6,383.000 | 6,383.000 | 926.000 | $1.50 | $0.00 | $1,389.00 | |
0145 | TEMPORARY SILT DIKE | 227 0100 | LF | 370.000 | 370.000 | 0.000 | 56.000 | $7.00 | $0.00 | $392.00 |
0146 | SOLID SLAB SODDING | 230(A) 2806 | SY | 39,868.000 | 39,868.000 | 26,769.328 | $1.25 | $0.00 | $33,461.67 | |
0147 | SEEDING METHOD B | 232(B) 2814 | AC | 16.600 | 16.600 | 0.000 | $450.00 | $0.00 | $0.00 | |
0148 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.300 | 8.300 | 0.000 | $450.00 | $0.00 | $0.00 | |
0149 | MOWING | 241 2832 | AC | 16.600 | 16.600 | 4.970 | 4.970 | $50.00 | $248.50 | $248.50 |
0150 | AGGREGATE BASE | 303 0192 | CY | 7,280.000 | 7,280.000 | 1,115.283 | 6,013.772 | $28.00 | $31,227.92 | $168,385.61 |
0151 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 26,155.000 | 26,155.000 | 12,905.378 | 23,438.903 | $14.00 | $180,675.29 | $328,144.64 |
0152 | SEPARATOR FABRIC | 325 5271 | SY | 35,014.000 | 35,014.000 | 25,235.797 | $1.00 | $0.00 | $25,235.80 | |
0153 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 29,057.000 | 29,057.000 | 22,223.156 | $3.00 | $0.00 | $66,669.47 | |
0154 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 2600 | SY | 2,905.000 | 2,905.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0155 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 543.000 | 543.000 | 943.070 | $14.00 | $0.00 | $13,202.98 | |
0156 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 143.000 | 143.000 | 65.500 | $75.00 | $0.00 | $4,912.50 | |
0157 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 26.000 | 26.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
0158 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 24,613.000 | 24,613.000 | 8,082.820 | $14.00 | $0.00 | $113,159.48 | |
0159 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 6,057.000 | 6,057.000 | 2,000.660 | $90.00 | $0.00 | $180,059.40 | |
0160 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 82.000 | 82.000 | 48.416 | $25.00 | $0.00 | $1,210.41 | |
0161 | CLASS AA CONCRETE | 509(A) 0319 | CY | 164.000 | 164.000 | 134.552 | $330.00 | $0.00 | $44,402.16 | |
0162 | CLASS A CONCRETE | 509(B) 0321 | CY | 44.000 | 44.000 | 95.036 | $325.00 | $0.00 | $30,886.70 | |
0163 | CLASS C CONCRETE | 509(D) 0325 | CY | 2.000 | 2.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0164 | REINFORCING STEEL | 511(A) 0332 | LB | 32,555.000 | 32,555.000 | 39,281.170 | $1.00 | $0.00 | $39,281.17 | |
0165 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 57.000 | 57.000 | 25.880 | $30.00 | $0.00 | $776.40 | |
0166 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 6,536.000 | 6,536.000 | 2,281.000 | 2,281.000 | $4.00 | $9,124.00 | $9,124.00 |
0167 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,058.000 | 1,058.000 | 313.260 | $40.00 | $0.00 | $12,530.40 | |
0168 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0169 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0170 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.000 | 2.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
0171 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 15.000 | 15.000 | 11.500 | $300.00 | $0.00 | $3,450.00 | |
0172 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 13.000 | 13.000 | 8.000 | $350.00 | $0.00 | $2,800.00 | |
0173 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 2.000 | 2.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
0174 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 4.000 | 4.000 | 4.000 | $2,200.00 | $0.00 | $8,800.00 | |
0175 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 1.000 | 1.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
0176 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 1.000 | 1.000 | 1.000 | $2,300.00 | $0.00 | $2,300.00 | |
0177 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 1.000 | 1.000 | 1.000 | $3,800.00 | $0.00 | $3,800.00 | |
0178 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 4.000 | 4.000 | 3.000 | $4,200.00 | $0.00 | $12,600.00 | |
0179 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 6.000 | 6.000 | 5.000 | $4,600.00 | $0.00 | $23,000.00 | |
0180 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 42.000 | 42.000 | 8.920 | $250.00 | $0.00 | $2,230.00 | |
0181 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 55.000 | 55.000 | 37.070 | $400.00 | $0.00 | $14,828.00 | |
0182 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 36.000 | 36.000 | 0.000 | 16.000 | $350.00 | $0.00 | $5,600.00 |
0183 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 80.000 | 80.000 | 0.000 | 36.000 | $250.00 | $0.00 | $9,000.00 |
0184 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,497.000 | 2,497.000 | 2,512.500 | $35.00 | $0.00 | $87,937.50 | |
0185 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 581.000 | 581.000 | 570.000 | $45.00 | $0.00 | $25,650.00 | |
0186 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 171.000 | 171.000 | 168.000 | $55.00 | $0.00 | $9,240.00 | |
0187 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 114.000 | 114.000 | 110.000 | $24.00 | $0.00 | $2,640.00 | |
0188 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 12.000 | 12.000 | 13.000 | $600.00 | $0.00 | $7,800.00 | |
0189 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 0.000 | $900.00 | $0.00 | $0.00 | |
0190 | TRENCH EXCAVATION | 613(S) 1180 | CY | 2,441.000 | 2,441.000 | 2,415.647 | $15.00 | $0.00 | $36,234.72 | |
0191 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 977.000 | 977.000 | 1,061.897 | $35.00 | $0.00 | $37,166.40 | |
0192 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $10,000.00 | $0.00 | $0.00 | |
0193 | REMOVAL OF FENCE | 619(B) 4725 | LF | 4,645.000 | 4,645.000 | 972.000 | $1.00 | $0.00 | $972.00 | |
0194 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 17,825.000 | 17,825.000 | 12,152.705 | $2.00 | $0.00 | $24,305.41 | |
0195 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 3,409.000 | 3,409.000 | 3,326.000 | $3.00 | $0.00 | $9,978.00 | |
0196 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 69.000 | 69.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0197 | SAWING PAVEMENT | 619(C) 0924 | LF | 405.000 | 405.000 | 271.000 | $2.00 | $0.00 | $542.00 | |
0198 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 250.000 | $17.00 | $0.00 | $4,250.00 | |
0199 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
0200 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0201 | FENCE-STYLE WWF | 624(A) 4281 | LF | 659.000 | 659.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
0202 | GATES-STYLE WWF (4.5'HIGH X 12'LONG) | 624(B) 4462 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0203 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0204 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,838.000 | 1,838.000 | 467.000 | $5.00 | $0.00 | $2,335.00 | |
0205 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 125.000 | 125.000 | 125.000 | $50.00 | $0.00 | $6,250.00 | |
0206 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 21.000 | 21.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0207 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0208 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 6,703.000 | 6,703.000 | 0.000 | 4,870.160 | $5.00 | $0.00 | $24,350.80 |
0209 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 420.000 | 420.000 | 0.000 | 42.000 | $5.00 | $0.00 | $210.00 |
0210 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 28.000 | 28.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - BRFY-058C(237) | $221,275.71 | $2,248,317.90 | ||||||||
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0200/BRIDGE 'A' - BRFY-058C(237) | ||||||||
0211 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 376.000 | 376.000 | 97.000 | $15.00 | $0.00 | $1,455.00 | |
0212 | CLSM BACKFILL | 501(G) 6309 | CY | 492.200 | 492.200 | 366.000 | 492.000 | $85.00 | $31,110.00 | $41,820.00 |
0213 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,808.000 | 1,808.000 | 904.000 | 1,808.000 | $200.00 | $180,800.00 | $361,600.00 |
0214 | APPROACH SLAB | 504(A) 1304 | SY | 631.200 | 631.200 | 322.350 | $135.00 | $0.00 | $43,517.25 | |
0215 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 73.000 | 73.000 | 0.000 | 36.500 | $200.00 | $0.00 | $7,300.00 |
0216 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 621.600 | 621.600 | 310.800 | $65.00 | $0.00 | $20,202.00 | |
0217 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,250.000 | 2,250.000 | 1,125.000 | $1.50 | $0.00 | $1,687.50 | |
0218 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 324.000 | 324.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0219 | CLASS AA CONCRETE | 509(A) 1326 | CY | 547.600 | 547.600 | 258.000 | $355.00 | $0.00 | $91,590.00 | |
0220 | CLASS A CONCRETE | 509(B) 1328 | CY | 398.100 | 398.100 | 398.100 | $330.00 | $0.00 | $131,373.00 | |
0221 | SLOPE WALL (4") | 510(C) 6137 | SY | 1,360.000 | 1,360.000 | 441.810 | 1,210.690 | $55.00 | $24,299.55 | $66,587.95 |
0222 | REINFORCING STEEL | 511(A) 1332 | LB | 2,440.000 | 2,440.000 | 2,440.000 | $0.70 | $0.00 | $1,708.00 | |
0223 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 135,222.000 | 135,222.000 | 91,696.000 | $0.80 | $0.00 | $73,356.80 | |
0224 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 308.000 | 308.000 | 308.000 | $22.00 | $0.00 | $6,776.00 | |
0225 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,311.000 | 1,311.000 | 1,311.000 | $28.00 | $0.00 | $36,708.00 | |
0226 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 308.000 | 308.000 | 300.910 | $10.00 | $0.00 | $3,009.10 | |
0227 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,311.000 | 1,311.000 | 1,283.380 | $10.00 | $0.00 | $12,833.80 | |
0228 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 974.000 | 974.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0229 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 124.000 | 124.000 | 124.330 | $1,100.00 | $0.00 | $136,763.00 | |
0230 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 230.000 | 230.000 | 115.000 | $1.00 | $0.00 | $115.00 | |
0231 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 1.000 | $110.00 | $0.00 | $110.00 | |
0232 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 8.000 | 16.000 | $1,100.00 | $8,800.00 | $17,600.00 |
0233 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 8.000 | 16.000 | $1,100.00 | $8,800.00 | $17,600.00 |
0234 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 348.000 | 348.000 | 0.000 | 41.000 | $30.00 | $0.00 | $1,230.00 |
0235 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 94.000 | 94.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0236 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.750 | $50,000.00 | $0.00 | $37,500.00 | |
Subtotals For Category 0200/BRIDGE 'A' - BRFY-058C(237) | $253,809.55 | $1,112,442.40 | ||||||||
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0300/TRAFFIC PERMANENT - BRFY-058C(237) | ||||||||
0237 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 90.500 | 90.500 | 0.000 | $12.00 | $0.00 | $0.00 | |
0238 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 304.250 | 304.250 | 0.000 | $8.00 | $0.00 | $0.00 | |
0239 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 30.000 | 30.000 | 0.000 | $270.00 | $0.00 | $0.00 | |
0240 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 12,507.000 | 12,507.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0241 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 400.000 | 400.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0242 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 60.000 | 60.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0243 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 530.000 | 530.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0244 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 100.000 | 100.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0245 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,200.000 | 2,200.000 | 5,301.000 | $1.10 | $0.00 | $5,831.10 | |
0246 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 5.000 | 5.000 | 5.000 | $55.00 | $0.00 | $275.00 | |
0247 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 25.000 | 25.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
8000 | (PL)REMOVAL OF LIGHT POLE | 890(A) 8712 | EA | 0.000 | 1.000 | 1.000 | $2,625.00 | $0.00 | $2,625.00 | |
Subtotals For Category 0300/TRAFFIC PERMANENT - BRFY-058C(237) | $0.00 | $8,731.10 | ||||||||
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0301/TRAFFIC TEMPORARY - BRFY-058C(237) | ||||||||
0248 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 6,750.000 | 6,750.000 | 3,824.000 | $3.00 | $0.00 | $11,472.00 | |
0249 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,245.000 | 2,245.000 | 3,723.000 | $20.00 | $0.00 | $74,460.00 | |
0250 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 9,220.000 | 9,220.000 | 18,301.000 | $0.25 | $0.00 | $4,575.25 | |
0251 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,780.000 | 1,780.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0252 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 565.000 | 565.000 | 48.000 | 1,096.000 | $11.00 | $528.00 | $12,056.00 |
0253 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 214.000 | 214.000 | 32.000 | 159.000 | $11.00 | $352.00 | $1,749.00 |
0254 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,295.000 | 12,295.000 | 272.000 | 9,515.000 | $0.55 | $149.60 | $5,233.25 |
0255 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,174.000 | 9,174.000 | 762.000 | 10,991.000 | $0.55 | $419.10 | $6,045.05 |
0256 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 15,246.000 | 15,246.000 | 631.000 | 16,384.000 | $1.60 | $1,009.60 | $26,214.40 |
0257 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 4,788.000 | 4,788.000 | 412.000 | 6,225.000 | $0.30 | $123.60 | $1,867.50 |
0258 | WING BARRICADES | 880(C) 8848 | SD | 4,266.000 | 4,266.000 | 80.000 | 3,015.000 | $0.30 | $24.00 | $904.50 |
0259 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 23,980.000 | 23,980.000 | 1,395.000 | 26,069.000 | $0.11 | $153.45 | $2,867.59 |
0260 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 45,541.000 | 45,541.000 | 1,984.000 | 28,826.000 | $0.02 | $39.68 | $576.52 |
0261 | DRUMS | 880(F) 8878 | SD | 45,541.000 | 45,541.000 | 2,346.000 | 52,787.000 | $0.16 | $375.36 | $8,445.92 |
0262 | FLAGGER | 880(I) 8902 | SD | 200.000 | 200.000 | 6.000 | $150.00 | $0.00 | $900.00 | |
0263 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 116.000 | 116.000 | 212.250 | $60.00 | $0.00 | $12,735.00 | |
0264 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 454.000 | 454.000 | 240.000 | $22.00 | $0.00 | $5,280.00 | |
Subtotals For Category 0301/TRAFFIC TEMPORARY - BRFY-058C(237) | $3,174.39 | $175,381.98 | ||||||||
Subtotals For Project BRFY-058C(237) /10430(04) | $478,259.65 | $3,544,873.38 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STPY-058C(240) | Project: 12573(04) | Category: 0100/ROADWAY - STPY-058C(240) | ||||||||
0265 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0266 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 134,155.000 | 134,155.000 | 136,019.990 | $4.00 | $0.00 | $544,079.96 | |
0267 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 245.000 | 245.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0268 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.200 | 0.900 | $60,000.00 | $12,000.00 | $54,000.00 |
0269 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,285.000 | 1,285.000 | 1,655.000 | $1.50 | $0.00 | $2,482.50 | |
0270 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,320.000 | 2,320.000 | 210.000 | $7.00 | $0.00 | $1,470.00 | |
0271 | SOLID SLAB SODDING | 230(A) 2806 | SY | 82,510.000 | 82,510.000 | 9,861.890 | 40,708.210 | $1.25 | $12,327.36 | $50,885.26 |
0272 | SEEDING METHOD B | 232(B) 2814 | AC | 34.100 | 34.100 | 0.000 | $450.00 | $0.00 | $0.00 | |
0273 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.050 | 17.050 | 7.810 | $450.00 | $0.00 | $3,514.50 | |
0274 | MOWING | 241 2832 | AC | 34.100 | 34.100 | 27.360 | 29.699 | $50.00 | $1,368.00 | $1,484.95 |
0275 | AGGREGATE BASE | 303 0192 | CY | 25,497.000 | 25,497.000 | 21,644.897 | $28.00 | $0.00 | $606,057.12 | |
0276 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 3,178.000 | 3,178.000 | 0.000 | 1,173.590 | $14.00 | $0.00 | $16,430.26 |
0277 | SEPARATOR FABRIC | 325 5271 | SY | 120,392.000 | 120,392.000 | 0.000 | 125,343.800 | $1.00 | $0.00 | $125,343.80 |
0278 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 109,425.000 | 109,425.000 | 49,744.085 | $3.00 | $0.00 | $149,232.26 | |
0279 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 2600 | SY | 10,789.000 | 10,789.000 | 2,964.252 | $4.00 | $0.00 | $11,857.01 | |
0280 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,548.000 | 1,548.000 | 491.270 | 3,669.490 | $14.00 | $6,877.78 | $51,372.86 |
0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 14,126.000 | 14,126.000 | 4,836.550 | 12,206.700 | $60.00 | $290,193.00 | $732,402.00 |
0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 42,885.000 | 42,885.000 | 3,308.250 | 28,443.475 | $50.00 | $165,412.50 | $1,422,173.75 |
0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 9,895.000 | 9,895.000 | 198.940 | $68.00 | $0.00 | $13,527.92 | |
0284 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 833.000 | 833.000 | 1,002.300 | $60.00 | $0.00 | $60,138.00 | |
0285 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 3,054.000 | 3,054.000 | 3,054.000 | $20.00 | $0.00 | $61,080.00 | |
0286 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 765.000 | 765.000 | 765.000 | $95.00 | $0.00 | $72,675.00 | |
0287 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 1,106.000 | 1,106.000 | 208.129 | $25.00 | $0.00 | $5,203.24 | |
0288 | CLASS A CONCRETE | 509(B) 0321 | CY | 618.000 | 618.000 | 554.585 | $325.00 | $0.00 | $180,240.13 | |
0289 | REINFORCING STEEL | 511(A) 0332 | LB | 104,800.000 | 104,800.000 | 87,959.453 | $1.00 | $0.00 | $87,959.46 | |
0290 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 656.000 | 656.000 | 245.640 | $30.00 | $0.00 | $7,369.20 | |
0291 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 505.000 | 505.000 | 505.000 | $4.00 | $0.00 | $2,020.00 | |
0292 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 21,588.000 | 21,588.000 | 21,717.000 | $13.00 | $0.00 | $282,321.00 | |
0293 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,122.000 | 1,122.000 | 312.943 | $40.00 | $0.00 | $12,517.72 | |
0294 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 5.000 | 5.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0295 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $2,700.00 | $0.00 | $5,400.00 | |
0296 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0297 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 5.000 | 5.000 | 3.800 | $280.00 | $0.00 | $1,064.00 | |
0298 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 3.000 | 3.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0299 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 27.000 | 27.000 | 0.000 | 16.000 | $350.00 | $0.00 | $5,600.00 |
0300 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0301 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 8.000 | 8.000 | 8.000 | $2,200.00 | $0.00 | $17,600.00 | |
0302 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 9.000 | 9.000 | 9.000 | $2,400.00 | $0.00 | $21,600.00 | |
0303 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 2.000 | 2.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
0304 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 1.000 | 1.000 | 1.000 | $3,300.00 | $0.00 | $3,300.00 | |
0305 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 3.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0306 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 1.000 | 1.000 | 1.000 | $3,800.00 | $0.00 | $3,800.00 | |
0307 | INLET CICI DES. 3 (B-D) | 611(E) 5124 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0308 | INLET CICI DES. 3 (2D) | 611(E) 5125 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0309 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 3.000 | 3.000 | 3.000 | $1,600.00 | $0.00 | $4,800.00 | |
0310 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5891 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0311 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 3.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0312 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 10.000 | 10.000 | 10.000 | $4,200.00 | $0.00 | $42,000.00 | |
0313 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 5.000 | 5.000 | 5.000 | $4,600.00 | $0.00 | $23,000.00 | |
0314 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 1.000 | 1.000 | 1.000 | $5,700.00 | $0.00 | $5,700.00 | |
0315 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(2B) | 611(E) 5988 | EA | 2.000 | 2.000 | 2.000 | $5,700.00 | $0.00 | $11,400.00 | |
0316 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5990 | EA | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
0317 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 74.000 | 74.000 | 0.000 | 56.400 | $250.00 | $0.00 | $14,100.00 |
0318 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 24.000 | 24.000 | 17.100 | $450.00 | $0.00 | $7,695.00 | |
0319 | INLET GPI TYPE 1 (ADD'L DEPTH) | 611(F) 5374 | VF | 1.000 | 1.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0320 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 4.000 | 4.000 | 3.283 | $1,000.00 | $0.00 | $3,283.00 | |
0321 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 70.000 | 70.000 | 36.013 | $400.00 | $0.00 | $14,405.20 | |
0322 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 16.000 | 7.600 | $750.00 | $0.00 | $5,700.00 | |
0323 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 130.000 | 130.000 | 0.000 | 114.000 | $350.00 | $0.00 | $39,900.00 |
0324 | JUNCTION BOXES | 611(J) 0487 | CF | 312.000 | 312.000 | 327.872 | $35.00 | $0.00 | $11,475.52 | |
0325 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 286.000 | 286.000 | 0.000 | 248.000 | $250.00 | $0.00 | $62,000.00 |
0326 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 3,614.000 | 3,614.000 | 3,513.000 | $35.00 | $0.00 | $122,955.00 | |
0327 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,153.000 | 2,153.000 | 2,297.000 | $45.00 | $0.00 | $103,365.00 | |
0328 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,025.000 | 1,025.000 | 1,031.000 | $55.00 | $0.00 | $56,705.00 | |
0329 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,248.000 | 1,248.000 | 1,223.000 | $68.00 | $0.00 | $83,164.00 | |
0330 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 18.000 | 18.000 | 10.000 | $900.00 | $0.00 | $9,000.00 | |
0331 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 502.000 | 502.000 | 438.000 | $24.00 | $0.00 | $10,512.00 | |
0332 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 17.000 | 17.000 | 17.000 | $600.00 | $0.00 | $10,200.00 | |
0333 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $700.00 | $0.00 | $1,400.00 | |
0334 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 6.000 | 6.000 | 5.000 | $1,200.00 | $0.00 | $6,000.00 | |
0335 | TRENCH EXCAVATION | 613(S) 1180 | CY | 6,560.000 | 6,560.000 | 7,204.549 | $15.00 | $0.00 | $108,068.25 | |
0336 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 3,100.000 | 3,100.000 | 3,462.643 | $35.00 | $0.00 | $121,192.53 | |
0337 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.900 | $25,000.00 | $0.00 | $22,500.00 | |
0338 | REMOVAL OF FENCE | 619(B) 4725 | LF | 14,708.000 | 14,708.000 | 8,427.000 | $1.00 | $0.00 | $8,427.00 | |
0339 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 76,589.000 | 76,589.000 | 3,714.560 | 45,035.107 | $2.00 | $7,429.12 | $90,070.22 |
0340 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 411.000 | 411.000 | 317.500 | $10.00 | $0.00 | $3,175.00 | |
0341 | (PL) GATE | 624 5920 | EA | 1.000 | 1.000 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
0342 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,377.000 | 2,377.000 | 4,717.000 | $9.00 | $0.00 | $42,453.00 | |
0343 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 8,278.000 | 8,278.000 | 2,780.000 | $5.00 | $0.00 | $13,900.00 | |
0344 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 11.000 | 11.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0345 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 22,773.000 | 22,773.000 | 0.000 | 20,232.000 | $5.00 | $0.00 | $101,160.00 |
0346 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 1,080.000 | 1,080.000 | 0.000 | 334.000 | $5.00 | $0.00 | $1,670.00 |
0347 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 72.000 | 72.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STPY-058C(240) | $495,607.76 | $5,857,977.62 | ||||||||
Fed/State Project Number: STPY-058C(240) | Project: 12573(04) | Category: 0300/TRAFFIC PERMANENT - STPY-058C(240) | ||||||||
0348 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 44.000 | 44.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0349 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 344.000 | 344.000 | 0.000 | $19.00 | $0.00 | $0.00 | |
0350 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 6.000 | 6.000 | 0.000 | 212.000 | $9.00 | $0.00 | $1,908.00 |
0351 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0352 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0353 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 11.600 | 11.600 | 0.000 | $430.00 | $0.00 | $0.00 | |
0354 | REINFORCING STEEL | 804(B) 2916 | LB | 1,767.000 | 1,767.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0355 | 32'MH POLE 45'TS & 15'LMA(G.STL.) | 806(A) 8324 | EA | 1.000 | 1.000 | 0.000 | $7,000.00 | $0.00 | $0.00 | |
0356 | 32'MH POLE 40'TS & 15'LMA(G.STL.) | 806(A) 8333 | EA | 2.000 | 2.000 | 0.000 | $6,000.00 | $0.00 | $0.00 | |
0357 | 32'MH POLE 35'TS & 15'LMA(G.STL.) | 806(A) 8334 | EA | 1.000 | 1.000 | 0.000 | $5,400.00 | $0.00 | $0.00 | |
0358 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 93.000 | 93.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0359 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,556.000 | 1,556.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
0360 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 0.000 | $10,000.00 | $0.00 | $0.00 | |
0361 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 0.000 | $18,000.00 | $0.00 | $0.00 | |
0362 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0363 | BACKPLATE | 833 3030 | EA | 8.000 | 8.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0364 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 384.000 | 384.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0365 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 260.000 | 260.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0366 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 570.000 | 570.000 | 0.000 | $2.30 | $0.00 | $0.00 | |
0367 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 4.000 | 4.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
0368 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 723.000 | 723.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0369 | (PL)E.P.S. 4 CHANNEL PHASE SELECTOR | 840(D) 8598 | EA | 1.000 | 1.000 | 0.000 | $2,600.00 | $0.00 | $0.00 | |
0370 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 197.320 | 197.320 | 0.000 | $12.00 | $0.00 | $0.00 | |
0371 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 25.500 | 25.500 | 0.000 | $40.00 | $0.00 | $0.00 | |
0372 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 722.000 | 722.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0373 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 156.000 | 156.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
0374 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 4.000 | 4.000 | 0.000 | $270.00 | $0.00 | $0.00 | |
0375 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 825.000 | 825.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0376 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 380.000 | 380.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0377 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 43,111.000 | 43,111.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0378 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,079.000 | 1,079.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0379 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 101.000 | 101.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0380 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 92.000 | 92.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0381 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 9.000 | 9.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
0382 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,294.000 | 1,294.000 | 1,426.000 | $1.10 | $0.00 | $1,568.60 | |
0383 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 13.000 | 13.000 | 12.000 | $55.00 | $0.00 | $660.00 | |
0384 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 73.000 | 73.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC PERMANENT - STPY-058C(240) | $0.00 | $4,136.60 | ||||||||
Fed/State Project Number: STPY-058C(240) | Project: 12573(04) | Category: 0301/TRAFFIC TEMPORARY - STPY-058C(240) | ||||||||
0385 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 38,828.000 | 38,828.000 | 47,678.000 | $0.25 | $0.00 | $11,919.50 | |
0386 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,370.000 | 12,370.000 | 556.000 | 16,096.000 | $0.55 | $305.80 | $8,852.80 |
0387 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,670.000 | 11,670.000 | 543.000 | 10,971.000 | $0.55 | $298.65 | $6,034.05 |
0388 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 17,400.000 | 17,400.000 | 541.000 | 12,106.000 | $1.35 | $730.35 | $16,343.10 |
0389 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,610.000 | 8,610.000 | 454.000 | 9,354.000 | $0.30 | $136.20 | $2,806.20 |
0390 | WING BARRICADES | 880(C) 8848 | SD | 4,240.000 | 4,240.000 | 64.000 | 1,940.000 | $0.30 | $19.20 | $582.00 |
0391 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,190.000 | 32,190.000 | 1,340.000 | 26,509.000 | $0.11 | $147.40 | $2,915.99 |
0392 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 85,630.000 | 85,630.000 | 5,333.000 | 57,196.000 | $0.02 | $106.66 | $1,143.92 |
0393 | DRUMS | 880(F) 8878 | SD | 85,630.000 | 85,630.000 | 7,291.000 | 82,201.000 | $0.15 | $1,093.65 | $12,330.15 |
0394 | FLAGGER | 880(I) 8902 | SD | 6.000 | 6.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC TEMPORARY - STPY-058C(240) | $2,837.91 | $62,927.71 | ||||||||
Subtotals For Project STPY-058C(240) /12573(04) | $498,445.67 | $5,925,041.93 |