Contract ID: | 120226 | Estimate Number: | 0020 | Contract No: | 810114 | |||
Residency: | MCALESTER (02400) | Estimate Type: | Progressive | Account No: | 404200 | |||
Project Number(s): | SBR-161C(246)SB, SBR-161B(247)SB | ||||||||||||
Primary Job Piece No: | 28195(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION SH-113: OVER ROCK CREEK, 11.2 MILES NORTH OF US-69. SH-9A: OVER GAINES CREEK, 0.92 MILES EAST OF US-69. | ||||||||||||
Primary County: | PITTSBURG | ||||||||||||
Name of Road: | SH-113 / SH-9A | ||||||||||||
Prime Contractor: | C-GAWF CONSTRUCTION, INC. | ||||||||||||
101 E SHURDEN INDUSTRIAL BLVD | |||||||||||||
HENRYETTA , OK 74437 | |||||||||||||
Surety Company: | INTERNATIONAL FIDELITY INSURANCE COMPANY | ||||||||||||
Date Let: | 06/21/2012 | NTP Effective Date: | 11/05/2012 | Pay Period: | 09/16/2013 TO 09/30/2013 |
Date Awarded: | 07/02/2012 | Date Work Began: | 10/03/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 07/17/2012 | Date Time Stopped: | Current Time Charged: | 284.00 | |
Date NTP Issued: | 07/18/2012 | Completion Date: | Current Time Allowed: | 240.00 | |
General Liability Expires: | 01/03/2014 | Workman's Comp Expires: | 01/03/2014 | Percent Time Used: | 118.33 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,543,304.57 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,376,239.74 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 98.35 % | Non Participating: | $2,557,423.93 | $2,530,201.43 | $27,222.50 | ||
Funds Available: | $42,062.23 | Total Earnings: | $2,557,423.93 | $2,530,201.43 | $27,222.50 | ||
Unearned Balance: | $-125,002.60 | Stockpiled Materials: | $0.00 | $-0.02 | $0.02 | ||
Gross Earnings: | $2,557,423.93 | $2,530,201.41 | $27,222.52 | ||||
Other Adjustments: | $30,818.41 | $30,818.41 | $0.00 | ||||
Liq Dam/Disincentive: | $-87,000.00 | $-87,000.00 | $0.00 | ||||
TOTAL: | $2,501,242.34 | $2,474,019.82 | $27,222.52 |
Contract ID: | 120226 | Estimate Number: | 0020 | Primary JP: | 28195(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order for Addl. Work, Disincentive Adjust. & Penalty | Approved | 06/25/2013 | 54.0 | $8,623.42 |
002 | Change Order for Additional Appropriations | Approved | 09/09/2013 | 0.0 | $158,441.41 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
28195(04) | 0015 | Guardrail W-Beam Single | Stockpiled Material Initial Payment | 0010 | $4,577.50 |
28195(04) | 0015 | Guardrail W-Beam Single | Stockpiled Material Adjustment | 0015 | $-1,927.37 |
28195(04) | 0015 | Guardrail W-Beam Single | Stockpiled Material Closure | 0018 | $-2,650.13 |
28195(04) | 0016 | Guardrail End Treatment (GET) | Stockpiled Material Adjustment | 0015 | $-6,120.00 |
28195(04) | 0016 | Guardrail End Treatment (GET) | Stockpiled Material Initial Payment | 0010 | $12,240.00 |
28195(04) | 0016 | Guardrail End Treatment (GET) | Stockpiled Material Closure | 0018 | $-6,120.00 |
28195(04) | 0017 | Guardrail Bridge Connection - Type A | Stockpiled Material Initial Payment | 0010 | $3,172.00 |
28195(04) | 0017 | Guardrail Bridge Connection - Type A | Stockpiled Material Adjustment | 0015 | $-1,586.00 |
28195(04) | 0017 | Guardrail Bridge Connection - Type A | Stockpiled Material Closure | 0018 | $-1,586.00 |
28195(04) | 0021 | Epoxy Steel101112 | Stockpiled Material Adjustment | 0014 | $-1,636.27 |
28195(04) | 0021 | Epoxy Steel101112 | Stockpiled Material Initial Payment | 0001 | $1,636.27 |
28195(04) | 0021 | Epoxy Steel | Stockpiled Material Adjustment | 0014 | $-2,521.39 |
28195(04) | 0021 | Epoxy Steel | Stockpiled Material Initial Payment | 0003 | $2,521.39 |
28195(04) | 0023 | Sealed Expansion Joint | Stockpiled Material Closure | 0007 | $-11,388.73 |
28195(04) | 0023 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0005 | $11,388.73 |
28195(04) | 0023 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0014 | $-5,595.72 |
28195(04) | 0023 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0017 | $-9,900.12 |
28195(04) | 0023 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0007 | $15,495.84 |
28195(04) | 0024 | Epoxy Steel | Stockpiled Material Initial Payment | 0001 | $2,806.19 |
28195(04) | 0024 | Epoxy Steel | Stockpiled Material Adjustment | 0014 | $-2,806.19 |
28195(04) | 0024 | Epoxy Steel | Stockpiled Material Initial Payment | 0003 | $1,636.27 |
28195(04) | 0024 | Epoxy Steel | Stockpiled Material Adjustment | 0014 | $-1,636.27 |
28195(04) | 0026 | Stockpiled Material Closure | 0020 | $0.01 | |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0005 | $-1,921.88 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0016 | $-960.94 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0001 | $5,125.00 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0012 | $-1,281.25 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0017 | $-960.94 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0012 | $-1,904.75 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0016 | $-1,428.56 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0017 | $-1,428.56 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0005 | $-2,857.13 |
28195(04) | 0026 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $7,619.00 |
28195(04) | 0027 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0001 | $1,932.00 |
28195(04) | 0027 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0005 | $-1,932.00 |
28195(04) | 0027 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $2,847.00 |
28195(04) | 0027 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0005 | $-2,847.00 |
28195(04) | 0030 | Reinforcing Steel | Stockpiled Material Adjustment | 0003 | $-337.26 |
28195(04) | 0030 | Reinforcing Steel | Stockpiled Material Initial Payment | 0001 | $337.26 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Adjustment | 0014 | $-7,316.95 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Initial Payment | 0003 | $14,928.67 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Adjustment | 0002 | $-3,992.12 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Initial Payment | 0001 | $13,494.29 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Closure | 0018 | $-188.00 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Adjustment | 0017 | $-14,740.67 |
28195(04) | 0031 | Epoxy Steel | Stockpiled Material Adjustment | 0017 | $-2,185.22 |
28195(04) | 0037 | Reinforcing Steel | Stockpiled Material Initial Payment | 0001 | $3,561.89 |
28195(04) | 0037 | Reinforcing Steel | Stockpiled Material Adjustment | 0002 | $-3,561.89 |
28196(04) | 0057 | Guardrail W-Beam Single | Stockpiled Material Initial Payment | 0010 | $28,800.00 |
28196(04) | 0057 | Guardrail W-Beam Single | Stockpiled Material Adjustment | 0012 | $-28,800.00 |
28196(04) | 0058 | Guardrail End Treatment (GET) | Stockpiled Material Adjustment | 0012 | $-6,120.00 |
28196(04) | 0058 | Guardrail End Treatment (GET) | Stockpiled Material Initial Payment | 0010 | $6,120.00 |
28196(04) | 0059 | Guardrail Bridge Connection - Type A | Stockpiled Material Adjustment | 0012 | $-3,172.00 |
28196(04) | 0059 | Guardrail Bridge Connection - Type A | Stockpiled Material Initial Payment | 0010 | $3,172.00 |
28196(04) | 0062 | Epoxy Steel | Stockpiled Material Adjustment | 0008 | $-12,931.14 |
28196(04) | 0062 | Epoxy Steel | Stockpiled Material Initial Payment | 0003 | $12,931.14 |
28196(04) | 0064 | Stockpiled Material Closure | 0020 | $0.01 | |
28196(04) | 0064 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0008 | $-694.37 |
28196(04) | 0064 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0008 | $5,000.00 |
28196(04) | 0064 | Sealed Expansion Joint | Stockpiled Material Closure | 0018 | $-5,000.00 |
28196(04) | 0064 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0007 | $1,388.73 |
28196(04) | 0064 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0007 | $-694.37 |
28196(04) | 0065 | Epoxy Steel | Stockpiled Material Initial Payment | 0003 | $6,260.90 |
28196(04) | 0065 | Epoxy Steel | Stockpiled Material Adjustment | 0012 | $-1,733.25 |
28196(04) | 0065 | Epoxy Steel | Stockpiled Material Adjustment | 0011 | $-4,527.65 |
28196(04) | 0066 | Structural Steel - Diaphrams | Stockpiled Material Initial Payment | 0008 | $35,337.23 |
28196(04) | 0066 | Structural Steel - Diaphrams | Stockpiled Material Adjustment | 0009 | $-35,337.23 |
28196(04) | 0067 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0001 | $3,040.00 |
28196(04) | 0067 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-1,520.00 |
28196(04) | 0067 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0003 | $-1,520.00 |
28196(04) | 0067 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $3,332.00 |
28196(04) | 0067 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0003 | $-1,666.00 |
28196(04) | 0067 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-1,666.00 |
28196(04) | 0068 | Expansion Bearing Assemblies | Stockpiled Material Adjustment | 0007 | $-1,520.00 |
28196(04) | 0068 | Expansion Bearing Assemblies | Stockpiled Material Adjustment | 0003 | $-1,520.00 |
28196(04) | 0068 | Expansion Bearing Assemblies | Stockpiled Material Initial Payment | 0001 | $3,040.00 |
28196(04) | 0068 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0003 | $-1,666.00 |
28196(04) | 0068 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $3,332.00 |
28196(04) | 0068 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-1,666.00 |
28196(04) | 0070 | Epoxy Steel | Stockpiled Material Initial Payment | 0003 | $83,681.91 |
28196(04) | 0070 | Epoxy Steel | Stockpiled Material Adjustment | 0007 | $-7,162.03 |
28196(04) | 0070 | Epoxy Steel | Stockpiled Material Adjustment | 0009 | $-40,281.53 |
28196(04) | 0070 | Epoxy Steel | Stockpiled Material Closure | 0018 | $-195.54 |
28196(04) | 0070 | Epoxy Steel | Stockpiled Material Adjustment | 0010 | $-36,042.81 |
28196(04) | 0070 | Structural Steel - Diaphragms | Stockpiled Material Closure | 0008 | $-18,540.26 |
28196(04) | 0070 | Structural Steel - Diaphragms | Stockpiled Material Adjustment | 0007 | $-26,434.39 |
28196(04) | 0070 | Structural Steel - Diaphragms | Stockpiled Material Initial Payment | 0007 | $44,974.65 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0016 | --1.0 | $750.00 | $-750.00 |
System Application of Liquidated Damages | 0017 | --13 | $750.00 | $-9,750.00 |
System Application of Liquidated Damages | 0018 | --17 | $750.00 | $-12,750.00 |
System Application of Liquidated Damages | 0019 | --13 | $750.00 | $-9,750.00 | Subtotals For Liquidated Damages | $-33,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0016 | $750.00 |
LD Adjustment (Prog. Est. Only) | 0017 | $9,750.00 |
LD Adjustment (Prog. Est. Only) | 0018 | $12,750.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0018 | $-35,614.25 |
LD Adjustment (Prog. Est. Only) | 0019 | $9,750.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0019 | $35,614.25 | Subtotals For Contract Adjustments | $33,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
28195(04) | 0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 147.82 | $-1.25 | $-185.48 |
28195(04) | 0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 174.09 | $-1.25 | $-218.44 |
28195(04) | 0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 99.06 | $-1.43 | $-142.05 |
28195(04) | 0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 260.70 | $-1.43 | $-373.84 |
28196(04) | 0053 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,056.77 | $-1.19 | $-1,261.78 | Subtotals For Line Item Adjustments | $-2,181.59 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Incentive/Disincentive for Early/Late Completion | 10/16/2012 | 04/08/2013 | 174.00 DYS | $1,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0009 | $-2,000.00 |
01 | System Application of Disincentive Adj | 0010 | $-13,000.00 |
01 | System Application of Disincentive Adj | 0011 | $-15,000.00 |
01 | System Application of Disincentive Adj | 0012 | $-16,000.00 |
01 | System Application of Disincentive Adj | 0013 | $-8,000.00 | Subtotals For Milestones | $-54,000.00 |
Contract ID: | 120226 | Estimate Number: | 0020 | Primary JP: | 28195(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: SBR-161C(246)SB | Project: 28195(04) | Category: 0100/ROADWAY - SBR-161C(246)SB | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $12,500.00 | $0.00 | $12,500.00 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,143.000 | 2,143.000 | 2,143.000 | $15.00 | $0.00 | $32,145.00 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,233.000 | 1,233.000 | 542.000 | $2.10 | $0.00 | $1,138.20 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 72.000 | 72.000 | 72.000 | $9.35 | $0.00 | $673.20 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,159.000 | 2,159.000 | 6,918.190 | $3.75 | $0.00 | $25,943.21 | |
0007 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 386.000 | 463.760 | 463.760 | $49.00 | $0.00 | $22,724.24 | |
0008 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 41.000 | 59.080 | 59.080 | $47.80 | $0.00 | $2,824.02 | |
0009 | PRIME COAT | 408 5774 | GAL | 430.000 | 430.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 220.000 | 321.910 | 321.910 | $138.43 | $0.00 | $44,562.00 | |
0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 255.000 | 359.760 | 359.760 | $142.29 | $0.00 | $51,190.25 | |
0012 | COLD MILLING PAVEMENT | 412 5267 | SY | 533.000 | 664.010 | 664.010 | $12.87 | $0.00 | $8,545.81 | |
0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 11.000 | 11.500 | 11.500 | $300.00 | $0.00 | $3,450.00 | |
0014 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 582.000 | 582.000 | 575.000 | $3.00 | $0.00 | $1,725.00 | |
0015 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 475.000 | 475.000 | 400.000 | $15.40 | $0.00 | $6,160.00 | |
0016 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 8.000 | 8.000 | 8.000 | $2,200.00 | $0.00 | $17,600.00 | |
0017 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,430.00 | $0.00 | $5,720.00 | |
Subtotals For Category 0100/ROADWAY - SBR-161C(246)SB | $0.00 | $239,400.93 | ||||||||
Fed/State Project Number: SBR-161C(246)SB | Project: 28195(04) | Category: 0200/BRIDGE "A" - SBR-161C(246)SB | ||||||||
0018 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 60.000 | 60.000 | 60.000 | $20.00 | $0.00 | $1,200.00 | |
0019 | CLSM BACKFILL | 501(G) 6309 | CY | 66.000 | 66.000 | 66.000 | $145.00 | $0.00 | $9,570.00 | |
0020 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0021 | APPROACH SLAB | 504(A) 1304 | SY | 187.400 | 187.400 | 187.400 | $255.00 | $0.00 | $47,787.00 | |
0022 | SAW-CUT GROOVING | 504(B) 1305 | SY | 805.900 | 805.900 | 805.900 | $5.00 | $0.00 | $4,029.50 | |
0023 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 86.400 | 86.400 | 86.400 | $250.00 | $0.00 | $21,600.00 | |
0024 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 362.800 | 362.800 | 362.800 | $75.00 | $0.00 | $27,210.00 | |
0025 | STRUCTURAL STEEL | 506(A) 1322 | LB | 33,480.000 | 33,480.000 | 5,250.000 | 38,730.000 | $3.20 | $16,800.00 | $123,936.00 |
0026 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $885.00 | $0.00 | $14,160.00 |
0027 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 6.000 | 6.000 | 6.000 | $885.00 | $0.00 | $5,310.00 | |
0028 | CLASS AA CONCRETE | 509(A) 1326 | CY | 155.000 | 155.000 | 155.000 | $750.00 | $0.00 | $116,250.00 | |
0029 | CLASS A CONCRETE | 509(B) 1328 | CY | 48.400 | 48.400 | 48.400 | $750.00 | $0.00 | $36,300.00 | |
0030 | REINFORCING STEEL | 511(A) 1332 | LB | 680.000 | 680.000 | 680.000 | $2.00 | $0.00 | $1,360.00 | |
0031 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 48,660.000 | 48,660.000 | 48,660.000 | $1.35 | $0.00 | $65,691.00 | |
0032 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $12,250.00 | $0.00 | $12,250.00 | |
0033 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0034 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 88.000 | 92.150 | 92.150 | $70.00 | $0.00 | $6,450.50 | |
0035 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 88.000 | 92.150 | 92.150 | $20.00 | $0.00 | $1,843.00 | |
0036 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 428.000 | 428.000 | 428.000 | 428.000 | $5.00 | $2,140.00 | $2,140.00 |
0037 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 68.000 | 70.630 | 70.630 | $660.00 | $0.00 | $46,615.80 | |
0038 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 40.000 | 40.000 | 3.500 | 3.500 | $10.00 | $35.00 | $35.00 |
0039 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 4.000 | 4.000 | 0.160 | 0.160 | $125.00 | $20.00 | $20.00 |
0040 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 10.000 | 10.000 | 9.650 | 9.650 | $750.00 | $7,237.50 | $7,237.50 |
0041 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 700.000 | 700.000 | 678.420 | $36.25 | $0.00 | $24,592.73 | |
0042 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $27,500.00 | $0.00 | $27,500.00 | |
Subtotals For Category 0200/BRIDGE "A" - SBR-161C(246)SB | $26,232.50 | $618,088.03 | ||||||||
Fed/State Project Number: SBR-161C(246)SB | Project: 28195(04) | Category: 0300/TRAFFIC - SBR-161C(246)SB | ||||||||
0043 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 90.000 | 125.000 | 125.000 | $200.00 | $0.00 | $25,000.00 | |
0044 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 3,560.000 | 3,560.000 | 3,984.000 | $0.65 | $0.00 | $2,589.60 | |
0045 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,070.000 | 1,080.000 | 1,080.000 | $42.00 | $0.00 | $45,360.00 | |
0046 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,070.000 | 1,080.000 | 1,080.000 | $10.00 | $0.00 | $10,800.00 | |
0047 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.120 | 1.000 | $8,250.00 | $990.00 | $8,250.00 |
Subtotals For Category 0300/TRAFFIC - SBR-161C(246)SB | $990.00 | $91,999.60 | ||||||||
Subtotals For Project SBR-161C(246)SB /28195(04) | $27,222.50 | $949,488.56 |
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: SBR-161B(247)SB | Project: 28196(04) | Category: 0100/ROADWAY - SBR-161B(247)SB | ||||||||
0048 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $3,750.00 | $0.00 | $3,750.00 | |
0049 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,650.000 | 3,650.000 | 2,894.000 | $2.00 | $0.00 | $5,788.00 | |
0050 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 40.000 | 84.000 | 84.000 | $9.00 | $0.00 | $756.00 | |
0051 | SOLID SLAB SODDING | 230(A) 2806 | SY | 3,200.000 | 6,893.770 | 6,893.770 | $3.75 | $0.00 | $25,851.64 | |
0052 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,590.000 | 2,874.000 | 2,874.000 | $42.50 | $0.00 | $122,145.00 | |
0053 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,113.000 | 1,113.000 | 1,056.770 | $95.42 | $0.00 | $100,836.99 | |
0054 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,187.000 | 2,187.000 | 2,145.650 | $5.12 | $0.00 | $10,985.73 | |
0055 | CLASS C CONCRETE | 509(D) 0325 | CY | 5.000 | 6.380 | 6.380 | $500.00 | $0.00 | $3,190.00 | |
0056 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 2,900.000 | 2,900.000 | 2,900.000 | $2.00 | $0.00 | $5,800.00 | |
0057 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 3,000.000 | 3,000.000 | 3,000.000 | $15.40 | $0.00 | $46,200.00 | |
0058 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,200.00 | $0.00 | $8,800.00 | |
0059 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,430.00 | $0.00 | $5,720.00 | |
8002 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 6,086.590 | 6,086.590 | $1.50 | $0.00 | $9,129.89 | |
Subtotals For Category 0100/ROADWAY - SBR-161B(247)SB | $0.00 | $348,953.25 | ||||||||
Fed/State Project Number: SBR-161B(247)SB | Project: 28196(04) | Category: 0200/BRIDGE "A" - SBR-161B(247)SB | ||||||||
0060 | CLSM BACKFILL | 501(G) 6309 | CY | 120.000 | 120.000 | 104.250 | $145.00 | $0.00 | $15,116.25 | |
0061 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $17,500.00 | $0.00 | $17,500.00 | |
0062 | APPROACH SLAB | 504(A) 1304 | SY | 143.000 | 143.000 | 143.000 | $255.00 | $0.00 | $36,465.00 | |
0063 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,403.400 | 2,403.400 | 2,403.400 | $5.05 | $0.00 | $12,137.17 | |
0064 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 63.500 | 63.500 | 0.000 | 63.500 | $255.00 | $0.00 | $16,192.50 |
0065 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 1,442.000 | 1,442.000 | 1,442.000 | $65.00 | $0.00 | $93,730.00 | |
0066 | STRUCTURAL STEEL | 506(A) 1322 | LB | 15,130.000 | 31,991.360 | 31,991.360 | $4.25 | $0.00 | $135,963.28 | |
0067 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $885.00 | $0.00 | $7,080.00 | |
0068 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 8.000 | 8.000 | 8.000 | $885.00 | $0.00 | $7,080.00 | |
0069 | CLASS AA CONCRETE | 509(A) 1326 | CY | 576.200 | 576.200 | 576.200 | $575.00 | $0.00 | $331,315.00 | |
0070 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 143,880.000 | 143,880.000 | 143,880.000 | $1.35 | $0.00 | $194,238.00 | |
0071 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $27,500.00 | $0.00 | $27,500.00 | |
0072 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0073 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,243.600 | 1,243.600 | 1,243.600 | $5.00 | $0.00 | $6,218.00 | |
0074 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 31.500 | 31.500 | 113.360 | $10.00 | $0.00 | $1,133.60 | |
0075 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.800 | 2.800 | 2.200 | $125.00 | $0.00 | $275.00 | |
0076 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 9.700 | 9.700 | 4.680 | $750.00 | $0.00 | $3,510.00 | |
0077 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 128.700 | 128.700 | 128.700 | $5.00 | $0.00 | $643.50 | |
0078 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $250.00 | $0.00 | $500.00 | |
0079 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
8001 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $-2,993.47 | $0.00 | $-2,993.47 | |
Subtotals For Category 0200/BRIDGE "A" - SBR-161B(247)SB | $0.00 | $1,081,103.83 | ||||||||
Fed/State Project Number: SBR-161B(247)SB | Project: 28196(04) | Category: 0201/UTILITY - SBR-161B(247)SB | ||||||||
0080 | INSERTS | 504 6176 | EA | 85.000 | 85.000 | 85.000 | $35.00 | $0.00 | $2,975.00 | |
Subtotals For Category 0201/UTILITY - SBR-161B(247)SB | $0.00 | $2,975.00 | ||||||||
Fed/State Project Number: SBR-161B(247)SB | Project: 28196(04) | Category: 0300/TRAFFIC - SBR-161B(247)SB | ||||||||
0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 7,126.000 | 9,929.000 | 9,929.000 | $0.61 | $0.00 | $6,056.69 | |
0082 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
0083 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 250.000 | 902.000 | 902.000 | $19.80 | $0.00 | $17,859.60 | |
8000 | PAVEMENT MRKNG.REMOVAL(TRAF.STRP) | 857(F) 8006 | LF | 0.000 | 4,974.000 | 4,974.000 | $0.50 | $0.00 | $2,487.00 | |
Subtotals For Category 0300/TRAFFIC - SBR-161B(247)SB | $0.00 | $37,403.29 | ||||||||
Fed/State Project Number: SBR-161B(247)SB | Project: 28196(04) | Category: 0600/STAKING - SBR-161B(247)SB | ||||||||
0084 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $12,500.00 | $0.00 | $12,500.00 | |
Subtotals For Category 0600/STAKING - SBR-161B(247)SB | $0.00 | $12,500.00 | ||||||||
Fed/State Project Number: SBR-161B(247)SB | Project: 28196(04) | Category: 0640/CONSTRUCTION - SBR-161B(247)SB | ||||||||
0085 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - SBR-161B(247)SB | $0.00 | $125,000.00 | ||||||||
Subtotals For Project SBR-161B(247)SB /28196(04) | $0.00 | $1,607,935.37 |