Contract ID: | 090312 | Estimate Number: | 0016 | Contract No: | 411099 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | STP-STIM(034) | ||||||||||||
Primary Job Piece No: | 20943(07) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-283: OVER TWENTY FIVE MILE CREEK, 0.5 MILES NORTH OF JUNCTION SH-15. PROJECT LENGTH = 0.692 MILES | ||||||||||||
Primary County: | ELLIS | ||||||||||||
Name of Road: | US-283 | ||||||||||||
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: | 03/19/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 11/16/2009 TO 11/30/2009 |
Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 210 |
Date Contract Executed: | 04/09/2009 | Date Time Stopped: | Current Time Charged: | 218.00 | |
Date NTP Issued: | 04/13/2009 | Completion Date: | Current Time Allowed: | 231.00 | |
General Liability Expires: | 07/01/2010 | Workman's Comp Expires: | 07/01/2010 | Percent Time Used: | 94.37 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $3,667,037.40 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,655,118.69 | Participating: | $2,995,787.04 | $2,655,149.74 | $340,637.30 | ||
Percent Complete: | 82.02 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $659,268.84 | Non ARRA: | $11,918.72 | $11,918.72 | $0.00 | ||
Unearned Balance: | $647,350.13 | Total Earnings: | $3,007,705.76 | $2,667,068.46 | $340,637.30 | ||
Stockpiled Materials: | $689.86 | $1,332.21 | $-642.35 | ||||
Gross Earnings: | $3,008,395.62 | $2,668,400.67 | $339,994.95 | ||||
Other Adjustments: | $-627.06 | $-1,627.21 | $1,000.15 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,007,768.56 | $2,666,773.46 | $340,995.10 |
Contract ID: | 090312 | Estimate Number: | 0016 | Primary JP: | 20943(07) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Bridge over 25 mile creek on US-283 | Approved | 05/05/2009 | 0.0 | $0.00 |
002 | Painting Piling | Approved | 07/22/2009 | 2.0 | $11,918.71 |
003 | Structural Steel overrun | Pending | 0 | 0.0 | $11,048.67 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20943(07) | 0025 | 18" CGSP | Stockpiled Material Initial Payment | 0003 | $1,284.70 |
20943(07) | 0025 | 18" CGSP | Stockpiled Material Adjustment | 0016 | $-642.35 |
20943(07) | 0026 | 72" CGSP | Stockpiled Material Initial Payment | 0003 | $8,314.80 |
20943(07) | 0026 | 72" CGSP | Stockpiled Material Adjustment | 0004 | $-8,314.80 |
20943(07) | 0039 | Prestressed Beams type II's | Stockpiled Material Initial Payment | 0003 | $36,112.38 |
20943(07) | 0039 | Prestressed Beams type II's | Stockpiled Material Adjustment | 0011 | $-37,715.49 |
20943(07) | 0039 | Prestressed Beams type II's | Stockpiled Material Initial Payment | 0004 | $37,715.49 |
20943(07) | 0039 | Prestressed Beams type II's | Stockpiled Material Closure | 0004 | $-36,112.38 |
20943(07) | 0040 | Prestressed concrete beams III | Stockpiled Material Adjustment | 0011 | $-36,112.38 |
20943(07) | 0040 | Prestressed concrete beams III | Stockpiled Material Initial Payment | 0004 | $36,112.38 |
20943(07) | 0041 | Approach slab | Stockpiled Material Adjustment | 0013 | $-8,241.60 |
20943(07) | 0041 | Approach slab | Stockpiled Material Initial Payment | 0009 | $8,241.60 |
20943(07) | 0042 | Concrete Rail (tr4) | Stockpiled Material Adjustment | 0014 | $-912.34 |
20943(07) | 0042 | Concrete Rail (tr4) | Stockpiled Material Adjustment | 0013 | $-1,881.56 |
20943(07) | 0042 | Concrete Rail (tr4) | Stockpiled Material Initial Payment | 0009 | $2,793.90 |
20943(07) | 0043 | Structural Steel | Stockpiled Material Adjustment | 0009 | $-7,418.25 |
20943(07) | 0043 | Structural Steel | Stockpiled Material Initial Payment | 0007 | $7,418.25 |
20943(07) | 0046 | Epoxy Coated Reinforcing steel | Stockpiled Material Initial Payment | 0007 | $17,837.95 |
20943(07) | 0046 | Epoxy Coated Reinforcing steel | Stockpiled Material Closure | 0012 | $-12,196.08 |
20943(07) | 0046 | Epoxy Coated Reinforcing steel | Stockpiled Material Adjustment | 0011 | $-858.53 |
20943(07) | 0046 | Epoxy Coated Reinforcing steel | Stockpiled Material Adjustment | 0012 | $-17,837.95 |
20943(07) | 0046 | Epoxy Coated Reinforcing steel | Stockpiled Material Initial Payment | 0009 | $17,837.95 |
20943(07) | 0046 | Epoxy Coated Reinforcing steel | Stockpiled Material Adjustment | 0009 | $-4,783.34 |
20943(07) | 0055 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $864.00 |
20943(07) | 0055 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0011 | $-864.00 |
20943(07) | 0056 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $5,936.00 |
20943(07) | 0056 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0011 | $-5,936.00 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Adjustment | 0006 | $-2,525.40 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Initial Payment | 0003 | $13,876.62 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Adjustment | 0005 | $-10,622.15 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Adjustment | 0004 | $-3,975.24 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Adjustment | 0003 | $-9,818.65 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Adjustment | 0005 | $-82.72 |
20943(07) | 0066 | Epoxy coated reinforcing steel | Stockpiled Material Initial Payment | 0003 | $13,195.05 | Subtotals For Stockpile Payments | $689.86 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
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 |
20943(07) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $434.05 |
20943(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0006 | 0.00 | $0.00 | $-1,172.62 |
20943(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0006 | 0.00 | $0.00 | $-1,863.25 |
20943(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $974.61 |
20943(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $342.94 |
20943(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $657.21 | Subtotals For Line Item Adjustments | $-627.06 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090312 | Estimate Number: | 0016 | Primary JP: | 20943(07) | |||
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: STP-STIM(034) | Project: 20943(07) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.200 | 0.900 | $7,725.00 | $1,545.00 | $6,952.50 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 213,280.000 | 213,280.000 | 4,000.000 | 166,405.000 | $3.14 | $12,560.00 | $522,511.70 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 500.000 | 500.000 | 0.000 | $10.30 | $0.00 | $0.00 | |
0004 | SELECT BORROW | 202(D) 0186 | CY | 500.000 | 500.000 | 0.000 | $18.54 | $0.00 | $0.00 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.200 | $15,450.00 | $0.00 | $3,090.00 |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,500.000 | 3,500.000 | 0.000 | 11,859.000 | $1.44 | $0.00 | $17,076.96 |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 434.000 | 434.000 | 237.000 | $6.18 | $0.00 | $1,464.66 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 2,400.000 | 2,400.000 | 0.000 | $1.80 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 78,138.000 | 78,138.000 | 0.000 | $1.86 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 16.140 | 16.140 | 2.770 | $412.00 | $0.00 | $1,141.24 | |
0011 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 7.810 | 7.810 | 0.000 | $566.50 | $0.00 | $0.00 | |
0012 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 0.420 | 0.420 | 0.100 | 0.100 | $566.50 | $56.65 | $56.65 |
0013 | MOWING | 241 2832 | AC | 28.130 | 28.130 | 0.000 | $61.80 | $0.00 | $0.00 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 749.000 | 749.000 | 0.000 | $63.86 | $0.00 | $0.00 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 17,324.000 | 17,324.000 | 0.000 | $2.32 | $0.00 | $0.00 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 251.000 | 251.000 | 0.000 | $41.20 | $0.00 | $0.00 | |
0017 | TACK COAT | 407 0250 | GAL | 3,027.000 | 3,027.000 | 675.000 | 2,012.500 | $3.73 | $2,517.75 | $7,506.63 |
0018 | PRIME COAT | 408 5774 | GAL | 6,992.000 | 6,992.000 | 0.000 | 6,992.000 | $6.97 | $0.00 | $48,734.24 |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 1,573.000 | 1,573.000 | 0.000 | 1,577.780 | $81.62 | $0.00 | $128,778.40 |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 9,581.000 | 9,581.000 | 7,849.040 | $71.94 | $0.00 | $564,659.94 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,049.000 | 1,049.000 | 1,090.770 | 1,090.770 | $86.45 | $94,297.07 | $94,297.07 |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,340.000 | 2,340.000 | 2,090.350 | 3,398.790 | $75.42 | $157,654.20 | $256,336.74 |
0023 | CLASS C CONCRETE | 509(D) 1331 | CY | 430.000 | 430.000 | 162.000 | 214.510 | $257.50 | $41,715.00 | $55,236.33 |
0024 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 2.000 | 2.000 | 0.000 | $927.00 | $0.00 | $0.00 | |
0025 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 120.000 | 120.000 | 60.000 | 60.000 | $18.54 | $1,112.40 | $1,112.40 |
0026 | 72" CORR. GALV. STEEL PIPE | 613(D) 0698 | LF | 584.000 | 584.000 | 584.000 | $36.05 | $0.00 | $21,053.20 | |
0027 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 275.000 | 275.000 | 0.000 | $36.05 | $0.00 | $0.00 | |
0028 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 92.000 | 92.000 | 0.000 | $36.05 | $0.00 | $0.00 | |
0029 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $8,755.00 | $0.00 | $8,755.00 | |
0030 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,464.000 | 18,464.000 | 10,371.000 | $4.23 | $0.00 | $43,869.33 | |
0031 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 643.000 | 643.000 | 643.000 | $2.06 | $0.00 | $1,324.58 | |
0032 | SAWING PAVEMENT | 619(C) 0924 | LF | 88.000 | 88.000 | 41.170 | 88.000 | $10.30 | $424.05 | $906.40 |
0033 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 700.000 | 700.000 | 700.000 | 700.000 | $15.71 | $10,997.00 | $10,997.00 |
0034 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $1,442.00 | $5,768.00 | $5,768.00 |
0035 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,163.00 | $8,652.00 | $8,652.00 |
0036 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,472.000 | 5,472.000 | 0.000 | 3,845.000 | $3.09 | $0.00 | $11,881.05 |
Subtotals For Category 0100/ROADWAY | $337,299.12 | $1,822,162.02 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0200/BRIDGE A | ||||||||
0037 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $15.28 | $0.00 | $1,222.40 | |
0038 | CLSM BACKFILL | 501(G) 6309 | CY | 103.000 | 103.000 | 103.000 | $146.21 | $0.00 | $15,059.63 | |
0039 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 320.000 | 320.000 | 320.000 | $178.95 | $0.00 | $57,264.00 | |
0040 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 280.000 | 280.000 | 280.000 | $195.33 | $0.00 | $54,692.40 | |
0041 | APPROACH SLAB | 504(A) 1304 | SY | 282.000 | 282.000 | 0.000 | 282.000 | $179.69 | $0.00 | $50,672.58 |
0042 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 417.000 | 417.000 | 0.000 | 417.000 | $73.41 | $0.00 | $30,611.97 |
0043 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,441.000 | 3,441.000 | 7,518.000 | $2.71 | $0.00 | $20,373.78 | |
0044 | CLASS AA CONCRETE | 509(A) 1326 | CY | 203.000 | 203.000 | 203.000 | $560.31 | $0.00 | $113,742.93 | |
0045 | CLASS A CONCRETE | 509(B) 1328 | CY | 121.000 | 121.000 | 121.000 | $550.27 | $0.00 | $66,582.67 | |
0046 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 56,560.000 | 56,560.000 | 56,560.000 | $1.08 | $0.00 | $61,084.79 | |
0047 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 882.000 | 882.000 | 882.000 | $28.21 | $0.00 | $24,881.22 | |
0048 | PILES, FURNISHED (HP 14X117) | 514(A) 6018 | LF | 1,232.000 | 1,232.000 | 1,271.850 | $73.22 | $0.00 | $93,124.86 | |
0049 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 882.000 | 882.000 | 804.980 | $12.73 | $0.00 | $10,247.40 | |
0050 | PILES, DRIVEN (HP 14X117) | 514(B) 6299 | LF | 1,232.000 | 1,232.000 | 1,271.850 | $12.73 | $0.00 | $16,190.65 | |
0051 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 28.000 | 28.000 | 14.000 | $372.38 | $0.00 | $5,213.32 | |
0052 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 683.000 | 683.000 | 341.500 | 341.500 | $3.48 | $1,188.42 | $1,188.42 |
0053 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 163.000 | 163.000 | $4.87 | $793.81 | $793.81 |
0054 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | 2.000 | $231.50 | $463.00 | $463.00 |
0055 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $314.41 | $0.00 | $2,515.28 | |
0056 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $659.78 | $0.00 | $10,556.48 | |
0057 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $597.18 | $0.00 | $9,554.88 | |
0058 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,453.000 | 2,453.000 | 0.000 | 1,994.430 | $57.79 | $0.00 | $115,258.11 |
0059 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 471.000 | 471.000 | 0.000 | 316.140 | $48.94 | $0.00 | $15,471.89 |
0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | 84.000 | $23.15 | $0.00 | $1,944.60 |
0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 154.000 | 154.000 | 100.000 | $23.15 | $0.00 | $2,315.00 | |
0062 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $29,542.87 | $0.00 | $29,542.87 | |
Subtotals For Category 0200/BRIDGE A | $2,445.23 | $810,568.94 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0201/BRIDGE B | ||||||||
0063 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,755.000 | 1,755.000 | 1,755.020 | $6.36 | $0.00 | $11,161.93 | |
0064 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 178.000 | 178.000 | 178.000 | $26.50 | $0.00 | $4,717.01 | |
0065 | CLASS AA CONCRETE | 509(A) 1326 | CY | 374.000 | 374.000 | 374.000 | $371.00 | $0.00 | $138,754.00 | |
0066 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 58,603.000 | 58,603.000 | 58,603.000 | $1.28 | $0.00 | $75,011.84 | |
0067 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.000 | $5,830.00 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE B | $0.00 | $229,644.78 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
0068 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 22,160.000 | 22,160.000 | 18,894.000 | $0.11 | $0.00 | $2,078.34 | |
0069 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 500.000 | 500.000 | 0.000 | $0.58 | $0.00 | $0.00 | |
0070 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 500.000 | 500.000 | 576.000 | $0.85 | $0.00 | $489.60 | |
0071 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,240.000 | 3,240.000 | 365.000 | 2,671.000 | $0.27 | $98.55 | $721.17 |
0072 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 7,290.000 | 7,290.000 | 105.000 | 1,003.000 | $0.64 | $67.20 | $641.92 |
0073 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,780.000 | 3,780.000 | 270.000 | 3,518.000 | $1.11 | $299.70 | $3,904.98 |
0074 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 4,860.000 | 4,860.000 | 180.000 | 1,608.000 | $0.53 | $95.40 | $852.24 |
0075 | WING BARRICADES | 880(C) 8848 | SD | 1,080.000 | 1,080.000 | 90.000 | 1,278.000 | $0.53 | $47.70 | $677.34 |
0076 | VERTICAL PANELS | 880(D) 8854 | SD | 44,820.000 | 44,820.000 | 1,350.000 | 12,060.000 | $0.08 | $108.00 | $964.80 |
0077 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 13,500.000 | 13,500.000 | 510.000 | 5,960.000 | $0.11 | $56.10 | $655.60 |
0078 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 53,460.000 | 53,460.000 | 1,350.000 | 12,060.000 | $0.05 | $67.50 | $603.00 |
0079 | DRUMS | 880(F) 8878 | SD | 8,640.000 | 8,640.000 | 330.000 | 3,483.000 | $0.16 | $52.80 | $557.28 |
0080 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 60.000 | 60.000 | 0.000 | $15.90 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $892.95 | $12,146.27 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0301/SIGNING AND STRIPING | ||||||||
0081 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.800 | 0.800 | 0.000 | $142.04 | $0.00 | $0.00 | |
0082 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 90.320 | 90.320 | 0.000 | $15.90 | $0.00 | $0.00 | |
0083 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 118.500 | 118.500 | 0.000 | $12.72 | $0.00 | $0.00 | |
0084 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 19,200.000 | 19,200.000 | 0.000 | $1.17 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0600/STAKING | ||||||||
0085 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $13,515.00 | $0.00 | $10,136.25 | |
Subtotals For Category 0600/STAKING | $0.00 | $10,136.25 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0640/CONSTRUCTION | ||||||||
0086 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $4,240.00 | $0.00 | $3,180.00 | |
0087 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 0.750 | $8,268.00 | $0.00 | $6,201.00 | |
0088 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $101,747.77 | $0.00 | $101,747.78 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $111,128.78 | ||||||||
Fed/State Project Number: STP-STIM(034) | Project: 20943(07) | Category: 0850/Non ARRA Funding | ||||||||
8002 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 1.000 | $11,918.71 | $0.00 | $11,918.72 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $11,918.72 | ||||||||
Subtotals For Project STP-STIM(034) /20943(07) | $340,637.30 | $3,007,705.76 |