Contract ID: | 100432 | Estimate Number: | 0018 | Contract No: | 610392 | |||
Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | BRFY-119C(105) | ||||||||||||
Primary Job Piece No: | 20891(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-16: OVER TURKEY CREEK, 11.2 MILES EAST OF THE SH-48 JCT. PROJECT LENGTH = 0.274 MILES | ||||||||||||
Primary County: | CREEK | ||||||||||||
Name of Road: | SH-16 | ||||||||||||
Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | ||||||||||||
1105 FIRST PLACE BLVD. | |||||||||||||
YUKON , OK 73099 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/22/2010 | NTP Effective Date: | 10/05/2010 | Pay Period: | 10/01/2011 TO 04/15/2012 |
Date Awarded: | 08/10/2010 | Date Work Began: | 09/27/2010 | Original Contract Time: | 120 |
Date Contract Executed: | 08/17/2010 | Date Time Stopped: | Current Time Charged: | 566.00 | |
Date NTP Issued: | 08/18/2010 | Completion Date: | Current Time Allowed: | 521.00 | |
General Liability Expires: | 04/15/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 108.64 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $1,294,356.43 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,294,356.43 | Participating: | $1,299,740.60 | $1,277,778.98 | $21,961.62 | ||
Percent Complete: | 96.80 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $41,441.21 | Total Earnings: | $1,299,740.60 | $1,277,778.98 | $21,961.62 | ||
Unearned Balance: | $41,441.21 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,299,740.60 | $1,277,778.98 | $21,961.62 | ||||
Other Adjustments: | $-13,075.38 | $-13,075.38 | $0.00 | ||||
Liq Dam/Disincentive: | $-33,750.00 | $-23,250.00 | $-10,500.00 | ||||
TOTAL: | $1,252,915.22 | $1,241,453.60 | $11,461.62 |
Contract ID: | 100432 | Estimate Number: | 0018 | Primary JP: | 20891(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20891(04) | 0017 | PIPE-CGMP | Stockpiled Material Adjustment | 0003 | $-6,197.82 |
20891(04) | 0017 | PIPE-CGMP | Stockpiled Material Initial Payment | 0002 | $6,197.82 |
20891(04) | 0029 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $-56,399.94 |
20891(04) | 0029 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $56,399.94 |
20891(04) | 0030 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0007 | $7,269.08 |
20891(04) | 0030 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0011 | $-7,269.08 |
20891(04) | 0036 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-12,587.31 |
20891(04) | 0036 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $17,010.33 |
20891(04) | 0036 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-4,423.02 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0011 | --14 | $750.00 | $-10,500.00 |
System Application of Liquidated Damages | 0012 | --16 | $750.00 | $-12,000.00 |
System Application of Liquidated Damages | 0013 | --10 | $750.00 | $-7,500.00 |
System Application of Liquidated Damages | 0014 | -9.0 | $750.00 | $6,750.00 |
System Application of Liquidated Damages | 0016 | --13 | $750.00 | $-9,750.00 |
System Application of Liquidated Damages | 0017 | -13.0 | $750.00 | $9,750.00 |
System Application of Liquidated Damages | 0018 | --14 | $750.00 | $-10,500.00 | Subtotals For Liquidated Damages | $-33,750.00 |
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 |
20891(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0001 | -200.00 | $1.58 | $-316.00 |
20891(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -1,400.00 | $1.58 | $-2,212.00 |
20891(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0004 | 1,600.00 | $1.58 | $2,528.00 |
20891(04) | 0005 | TEMPORARY SILT FENCE | * Contract In Liquidated Damages | 0005 | -42.00 | $10.50 | $-441.00 |
20891(04) | 0005 | TEMPORARY SILT FENCE | * Contract In Liquidated Damages | 0007 | 42.00 | $10.50 | $441.00 |
20891(04) | 0006 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0007 | -42.00 | $10.50 | $-441.00 |
20891(04) | 0006 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0012 | -42.00 | $10.50 | $-441.00 |
20891(04) | 0012 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0011 | -5,857.00 | $1.05 | $-6,149.85 |
20891(04) | 0012 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0012 | -1,790.00 | $1.05 | $-1,879.50 |
20891(04) | 0012 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0013 | 5,857.00 | $1.05 | $6,149.85 |
20891(04) | 0012 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0013 | 1,790.00 | $1.05 | $1,879.50 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0004 | 1.00 | $-4,297.41 | $-4,297.41 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-1,978.24 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,575.29 | $-1.27 | $-2,014.64 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 516.64 | $-0.33 | $-172.51 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0013 | 1.00 | $-1,485.34 | $-1,485.34 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0013 | 1.00 | $4,297.41 | $4,297.41 |
20891(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0013 | 1.00 | $-4,297.41 | $-4,297.41 |
20891(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-1,376.97 |
20891(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 193.64 | $-1.46 | $-283.02 |
20891(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 786.83 | $-0.38 | $-300.25 |
20891(04) | 0022 | BEAM GUARD RAIL-W-BEAM-SINGLE | * Material Discrepancy Adjustments | 0012 | -525.00 | $14.65 | $-7,691.25 |
20891(04) | 0022 | BEAM GUARD RAIL-W-BEAM-SINGLE | * Material Discrepancy Adjustments | 0013 | -513.00 | $14.65 | $-7,515.45 |
20891(04) | 0022 | BEAM GUARD RAIL-W-BEAM-SINGLE | * Material Discrepancy Adjustments | 0014 | 1,038.00 | $14.65 | $15,206.70 |
20891(04) | 0023 | THRIE BEAM BRIDGE CONNECTION-TYPE A | * Material Discrepancy Adjustments | 0013 | -2.00 | $1,254.75 | $-2,509.50 |
20891(04) | 0023 | THRIE BEAM BRIDGE CONNECTION-TYPE A | * Material Discrepancy Adjustments | 0014 | 2.00 | $1,254.75 | $2,509.50 |
20891(04) | 0024 | (SP)G.E.T. GUARD RAIL END SECTION | * Material Discrepancy Adjustments | 0013 | -2.00 | $2,304.75 | $-4,609.50 |
20891(04) | 0024 | (SP)G.E.T. GUARD RAIL END SECTION | * Material Discrepancy Adjustments | 0014 | 2.00 | $2,304.75 | $4,609.50 |
20891(04) | 0025 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0001 | -1,320.00 | $3.40 | $-4,488.00 |
20891(04) | 0025 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0002 | 1,320.00 | $3.40 | $4,488.00 |
20891(04) | 0032 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0009 | -150.00 | $1.90 | $-285.00 |
20891(04) | 0039 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0014 | -461.00 | $3.78 | $-1,742.58 |
20891(04) | 0039 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0017 | 461.00 | $3.78 | $1,742.58 |
20891(04) | 0041 | (SP) SEALER RESIN | * Material Discrepancy Adjustments | 0014 | -1.00 | $210.00 | $-210.00 |
20891(04) | 0041 | (SP) SEALER RESIN | * Material Discrepancy Adjustments | 0017 | 1.00 | $210.00 | $210.00 |
20891(04) | 0050 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | * Material Discrepancy Adjustments | 0013 | -6,901.00 | $0.63 | $-4,347.63 |
20891(04) | 0050 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | * Material Discrepancy Adjustments | 0015 | 6,901.00 | $0.63 | $4,347.63 |
20891(04) | 0051 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0007 | -9,300.00 | $0.47 | $-4,371.00 |
20891(04) | 0051 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0012 | -7,576.00 | $0.47 | $-3,560.72 |
20891(04) | 0051 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0015 | 16,876.00 | $0.47 | $7,931.72 | Subtotals For Line Item Adjustments | $-13,075.38 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100432 | Estimate Number: | 0018 | Primary JP: | 20891(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-119C(105) | Project: 20891(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $13,650.00 | $0.00 | $13,650.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 16,059.000 | 16,059.000 | 16,059.000 | $3.05 | $0.00 | $48,979.95 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 37,574.000 | 37,574.000 | 0.000 | 37,574.000 | $3.94 | $0.00 | $148,041.56 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $5,775.00 | $0.00 | $5,775.00 |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,233.000 | 4,233.000 | 2,300.000 | $1.58 | $0.00 | $3,634.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 70.000 | 70.000 | 0.000 | 84.000 | $10.50 | $0.00 | $882.00 |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 31,953.000 | 31,953.000 | 34,022.440 | $1.67 | $0.00 | $56,817.47 | |
0008 | SEEDING METHOD A | 232(A) 2813 | AC | 6.600 | 6.600 | 0.000 | $519.75 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.600 | 6.600 | 0.000 | $519.75 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 6.600 | 6.600 | 0.000 | $103.95 | $0.00 | $0.00 | |
0011 | AGGREGATE BASE | 303 0192 | CY | 1,830.000 | 1,830.000 | 0.000 | 1,830.000 | $56.43 | $0.00 | $103,266.90 |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 7,647.000 | 7,647.000 | 7,647.000 | $1.05 | $0.00 | $8,029.35 | |
0013 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 7,572.000 | 7,572.000 | 0.000 | 7,302.860 | $5.25 | $0.00 | $38,340.02 |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,099.000 | 1,099.000 | 956.100 | 956.100 | $22.97 | $21,961.62 | $21,961.62 |
0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 3,144.000 | 3,144.000 | 0.000 | 3,333.060 | $69.25 | $0.00 | $230,814.40 |
0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,569.000 | 1,569.000 | 0.000 | 1,736.380 | $76.49 | $0.00 | $132,815.71 |
0017 | 84" CORR. GALV. STEEL PIPE | 613(D) 5739 | LF | 106.000 | 106.000 | 0.000 | 212.000 | $105.15 | $0.00 | $22,291.80 |
0018 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 96.000 | 96.000 | 0.000 | $36.75 | $0.00 | $0.00 | |
0019 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 32.000 | 32.000 | 0.000 | $36.75 | $0.00 | $0.00 | |
0020 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $1,050.00 | $0.00 | $1,050.00 | |
0021 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 10,150.000 | 10,150.000 | 9,977.330 | $1.58 | $0.00 | $15,764.18 | |
0022 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,038.000 | 1,038.000 | 1,038.000 | $14.65 | $0.00 | $15,206.70 | |
0023 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,254.75 | $0.00 | $5,019.00 | |
0024 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,304.75 | $0.00 | $9,219.00 | |
0025 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,615.000 | 2,615.000 | 0.000 | 2,668.000 | $3.40 | $0.00 | $9,071.20 |
0026 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 2.000 | 0.000 | $1,050.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $21,961.62 | $890,629.86 | ||||||||
Fed/State Project Number: BRFY-119C(105) | Project: 20891(04) | Category: 0200/BRIDGE | ||||||||
0027 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $4.20 | $0.00 | $378.00 | |
0028 | GRANULAR BACKFILL | 501(F) 6352 | CY | 180.000 | 180.000 | 180.000 | $39.15 | $0.00 | $7,047.00 | |
0029 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 399.000 | 399.000 | 0.000 | 399.000 | $197.76 | $0.00 | $78,906.24 |
0030 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $194.51 | $0.00 | $43,725.85 | |
0031 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 297.000 | 297.000 | 0.000 | 297.000 | $73.82 | $0.00 | $21,924.54 |
0032 | STRUCTURAL STEEL | 506(A) 1322 | LB | 150.000 | 150.000 | 0.000 | 150.000 | $1.90 | $0.00 | $285.00 |
0033 | CLASS AA CONCRETE | 509(A) 1326 | CY | 158.600 | 158.600 | 158.600 | $369.59 | $0.00 | $58,616.97 | |
0034 | CLASS A CONCRETE | 509(B) 1328 | CY | 59.600 | 59.600 | 59.600 | $365.03 | $0.00 | $21,755.79 | |
0035 | CLASS C CONCRETE | 509(D) 1331 | CY | 40.000 | 40.000 | 0.000 | $294.31 | $0.00 | $0.00 | |
0036 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 37,340.000 | 37,340.000 | 37,340.000 | $0.82 | $0.00 | $30,618.80 | |
0037 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,360.000 | 1,360.000 | 1,360.000 | $21.80 | $0.00 | $29,648.00 | |
0038 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,360.000 | 1,360.000 | 1,280.740 | $5.25 | $0.00 | $6,723.89 | |
0039 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 461.000 | 461.000 | 461.000 | $3.78 | $0.00 | $1,742.58 | |
0040 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 85.000 | 85.000 | 85.000 | $5.04 | $0.00 | $428.40 | |
0041 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $210.00 | $0.00 | $210.00 | |
0042 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $258.51 | $0.00 | $2,068.08 |
0043 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,250.000 | 1,250.000 | 0.000 | 1,194.260 | $36.08 | $0.00 | $43,088.90 |
0044 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 260.000 | 260.000 | 0.000 | 252.740 | $28.77 | $0.00 | $7,271.33 |
0045 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | 42.000 | $26.25 | $0.00 | $1,102.50 |
0046 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 48.000 | 48.000 | 24.000 | $26.25 | $0.00 | $630.00 | |
0047 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
Subtotals For Category 0200/BRIDGE | $0.00 | $361,421.87 | ||||||||
Fed/State Project Number: BRFY-119C(105) | Project: 20891(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0048 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 27.500 | 27.500 | 0.000 | $10.50 | $0.00 | $0.00 | |
0049 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 54.000 | 54.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0050 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 9,200.000 | 9,200.000 | 6,901.000 | $0.63 | $0.00 | $4,347.63 | |
0051 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 9,200.000 | 9,200.000 | 16,876.000 | $0.47 | $0.00 | $7,931.72 | |
0052 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 750.000 | 750.000 | 100.000 | $1.05 | $0.00 | $105.00 | |
0053 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 400.000 | 400.000 | 0.000 | 5,657.000 | $1.05 | $0.00 | $5,939.85 |
0054 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $1,050.00 | $0.00 | $1,050.00 | |
0055 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 240.000 | 240.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $19,374.20 | ||||||||
Fed/State Project Number: BRFY-119C(105) | Project: 20891(04) | Category: 0600/STAKING | ||||||||
0056 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $6,405.00 | $0.00 | $4,803.75 | |
Subtotals For Category 0600/STAKING | $0.00 | $4,803.75 | ||||||||
Fed/State Project Number: BRFY-119C(105) | Project: 20891(04) | Category: 0640/CONSTRUCTION | ||||||||
0057 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $4,200.00 | $0.00 | $3,150.00 | |
0058 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $20,360.91 | $0.00 | $20,360.92 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $23,510.92 | ||||||||
Subtotals For Project BRFY-119C(105) /20891(04) | $21,961.62 | $1,299,740.60 |