Contract ID: | 090311 | Estimate Number: | 0013 | Contract No: | 411095 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | STP-STIM(037) | ||||||||||||
Primary Job Piece No: | 10439(07) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE SH-7: OVER BEAVER CREEK, 2.44 MI W OF COMANCHE/STEPHENS C/L. PROJECT LENGTH = 0.381 MILES | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | SH-7 | ||||||||||||
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: | 10/18/2009 TO 11/15/2009 |
Date Awarded: | 03/30/2009 | Date Work Began: | 05/06/2009 | Original Contract Time: | 220 |
Date Contract Executed: | 04/08/2009 | Date Time Stopped: | Current Time Charged: | 203.00 | |
Date NTP Issued: | 04/13/2009 | Completion Date: | Current Time Allowed: | 247.00 | |
General Liability Expires: | 07/01/2010 | Workman's Comp Expires: | 07/01/2010 | Percent Time Used: | 82.19 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $2,359,697.73 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,359,697.73 | Participating: | $2,280,106.19 | $2,219,694.92 | $60,411.27 | ||
Percent Complete: | 94.30 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $134,515.12 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $134,515.12 | Total Earnings: | $2,280,106.19 | $2,219,694.92 | $60,411.27 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,280,106.19 | $2,219,694.92 | $60,411.27 | ||||
Other Adjustments: | $-22,423.58 | $-9,374.50 | $-13,049.08 | ||||
Liq Dam/Disincentive: | $-32,500.00 | $-32,500.00 | $0.00 | ||||
TOTAL: | $2,225,182.61 | $2,177,820.42 | $47,362.19 |
Contract ID: | 090311 | Estimate Number: | 0013 | Primary JP: | 10439(07) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Replaces Special Provision 108-STIM | Approved | 06/08/2009 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
10439(07) | 0036 | Beam Guardrail | Stockpiled Material Closure | 0012 | $-1,231.50 |
10439(07) | 0036 | Beam Guardrail | Stockpiled Material Adjustment | 0011 | $-5,747.00 |
10439(07) | 0036 | Beam Guardrail | Stockpiled Material Initial Payment | 0007 | $6,978.50 |
10439(07) | 0037 | Thrie Beam Connection | Stockpiled Material Adjustment | 0011 | $-1,480.00 |
10439(07) | 0037 | Thrie Beam Connection | Stockpiled Material Initial Payment | 0007 | $1,480.00 |
10439(07) | 0038 | Guard Rail Anchor Unit | Stockpiled Material Initial Payment | 0007 | $636.00 |
10439(07) | 0038 | Guard Rail Anchor Unit | Stockpiled Material Closure | 0012 | $-636.00 |
10439(07) | 0039 | G.E.T. Guardrail End Section | Stockpiled Material Initial Payment | 0007 | $4,305.00 |
10439(07) | 0039 | G.E.T. Guardrail End Section | Stockpiled Material Adjustment | 0011 | $-2,870.00 |
10439(07) | 0039 | G.E.T. Guardrail End Section | Stockpiled Material Closure | 0012 | $-1,435.00 |
10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $0.00 |
10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $0.00 |
10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $149,338.27 |
10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-149,338.27 | Subtotals For Stockpile Payments | $0.00 |
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 |
10439(07) | 0008 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0013 | -4,745.12 | $2.75 | $-13,049.08 |
10439(07) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $239.73 |
10439(07) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $17.92 |
10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $30.63 |
10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $528.54 |
10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $142.09 |
10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $83.80 |
10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $186.23 |
10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0012 | -43.80 | $93.50 | $-4,095.48 |
10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $11.20 |
10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $83.80 |
10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $46.12 |
10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0012 | -3.08 | $77.00 | $-237.58 |
10439(07) | 0057 | PILE LOAD TEST (DYNAMIC) | * Material Discrepancy Adjustments | 0008 | -10.00 | $421.85 | $-4,218.50 |
10439(07) | 0057 | PILE LOAD TEST (DYNAMIC) | * Material Discrepancy Adjustments | 0010 | 10.00 | $421.85 | $4,218.50 |
10439(07) | 0061 | (SP) SEALER RESIN | * Material Discrepancy Adjustments | 0008 | -1.70 | $220.00 | $-374.00 |
10439(07) | 0066 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0008 | -210.00 | $28.75 | $-6,037.50 | Subtotals For Line Item Adjustments | $-22,423.58 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 160.00 | 173.00 | $2,500.00 | $-32,500.00 |
Contract ID: | 090311 | Estimate Number: | 0013 | Primary JP: | 10439(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(037) | Project: 10439(07) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,726.000 | 3,726.000 | 1,165.120 | 5,806.010 | $6.05 | $7,048.98 | $35,126.36 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 14,525.000 | 14,525.000 | -1,388.890 | 13,972.150 | $8.25 | $-11,458.34 | $115,270.24 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $6,600.00 | $0.00 | $6,600.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 250.000 | 250.000 | 372.000 | $5.50 | $0.00 | $2,046.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 70.000 | 70.000 | 264.000 | $11.00 | $0.00 | $2,904.00 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 834.460 | 834.460 | 25.110 | 25.110 | $2.20 | $55.24 | $55.24 |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 11,563.000 | 11,563.000 | 18,980.460 | 18,980.460 | $2.75 | $52,196.27 | $52,196.27 |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.400 | 2.400 | 0.000 | $660.00 | $0.00 | $0.00 | |
0010 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 10.000 | 10.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 2.400 | 2.400 | 0.000 | $220.00 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE | 303 0192 | CY | 1,903.730 | 1,903.730 | 1,903.730 | $44.00 | $0.00 | $83,764.12 | |
0013 | (PL)MOISTURE BARRIER MEMBRANE | 325 5280 | SY | 10,575.900 | 10,575.900 | 10,553.420 | $5.50 | $0.00 | $58,043.81 | |
0014 | (SP)LIME | 327(D) 4230 | TON | 165.680 | 165.680 | 147.570 | $181.50 | $0.00 | $26,783.96 | |
0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 9,204.620 | 9,204.620 | 8,670.560 | $3.03 | $0.00 | $26,271.80 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,096.030 | 1,096.030 | 428.290 | 548.310 | $18.70 | $8,009.02 | $10,253.39 |
0017 | TACK COAT | 407 0250 | GAL | 919.440 | 919.440 | 851.420 | $3.30 | $0.00 | $2,809.69 | |
0018 | PRIME COAT | 408 5774 | GAL | 5,901.880 | 5,901.880 | 4,814.430 | $6.60 | $0.00 | $31,775.24 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 1,019.710 | 1,019.710 | 936.560 | $77.00 | $0.00 | $72,115.12 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 2,655.260 | 2,655.260 | 2,908.290 | $66.00 | $0.00 | $191,947.14 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 741.330 | 741.330 | 858.860 | $93.50 | $0.00 | $80,303.42 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 516.050 | 516.050 | 563.770 | $77.00 | $0.00 | $43,410.29 | |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 244.920 | 244.920 | 244.920 | $2.75 | $0.00 | $673.53 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 149.820 | 149.820 | 98.000 | $247.50 | $0.00 | $24,255.00 | |
0025 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 132.000 | 132.000 | 0.000 | $34.41 | $0.00 | $0.00 | |
0026 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $1,375.00 | $0.00 | $1,375.00 | |
0027 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 2.000 | 2.000 | 0.000 | $1,010.00 | $0.00 | $0.00 | |
0028 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 384.000 | 384.000 | 334.000 | $22.00 | $0.00 | $7,348.00 | |
0029 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 142.000 | 142.000 | 142.000 | $28.60 | $0.00 | $4,061.20 | |
0030 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $258.50 | $0.00 | $517.00 | |
0031 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 75.000 | 75.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0032 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 25.000 | 25.000 | 0.000 | $17.60 | $0.00 | $0.00 | |
0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $8,800.00 | $0.00 | $8,800.00 | |
0034 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,412.470 | 9,412.470 | 9,417.180 | $2.75 | $0.00 | $25,897.24 | |
0035 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 996.990 | 996.990 | 1,024.000 | $2.20 | $0.00 | $2,252.80 | |
0036 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 850.000 | 850.000 | 850.000 | $18.70 | $0.00 | $15,895.00 | |
0037 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,622.50 | $0.00 | $3,245.00 | |
0038 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 1.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
0039 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 3.000 | 3.000 | 3.000 | $2,447.50 | $0.00 | $7,342.50 | |
0040 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 0.000 | $82.50 | $0.00 | $0.00 | |
0041 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 1.000 | $27.50 | $0.00 | $27.50 | |
0042 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 1.000 | 1.000 | 1.000 | $11.00 | $0.00 | $11.00 | |
0043 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 1.000 | 1.000 | 0.000 | $1,375.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $55,851.17 | $950,526.86 | ||||||||
Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0200/BRIDGE 'A' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $14.52 | $0.00 | $1,306.80 | |
0045 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 180.000 | $156.85 | $0.00 | $28,233.00 | |
0046 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,196.000 | 1,196.000 | 1,196.000 | $172.18 | $0.00 | $205,927.28 | |
0047 | APPROACH SLAB | 504(A) 1304 | SY | 218.600 | 218.600 | 218.600 | $154.66 | $0.00 | $33,808.68 | |
0048 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 697.000 | 697.000 | 697.000 | $73.14 | $0.00 | $50,978.58 | |
0049 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,070.000 | 1,070.000 | 1,070.000 | $1.92 | $0.00 | $2,054.40 | |
0050 | CLASS AA CONCRETE | 509(A) 1326 | CY | 368.900 | 368.900 | 368.900 | $494.29 | $0.00 | $182,343.58 | |
0051 | CLASS A CONCRETE | 509(B) 1328 | CY | 136.100 | 136.100 | 136.100 | $488.32 | $0.00 | $66,460.35 | |
0052 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 4.270 | 4.270 | $385.00 | $1,643.95 | $1,643.95 |
0053 | REINFORCING STEEL | 511(A) 1332 | LB | 482.000 | 482.000 | 482.000 | $0.94 | $0.00 | $453.08 | |
0054 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,340.000 | 102,340.000 | 102,340.000 | $1.00 | $0.00 | $102,340.00 | |
0055 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,460.000 | 1,460.000 | 1,460.000 | $27.17 | $0.00 | $39,668.20 | |
0056 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,460.000 | 1,460.000 | 1,357.860 | $12.10 | $0.00 | $16,430.11 | |
0057 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 20.000 | 20.000 | 20.000 | $421.85 | $0.00 | $8,437.00 | |
0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 975.000 | 975.000 | 835.000 | 975.000 | $3.30 | $2,755.50 | $3,217.50 |
0059 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 290.000 | 290.000 | 272.000 | $578.95 | $0.00 | $157,474.40 | |
0060 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 152.000 | 152.000 | 152.000 | $5.06 | $0.00 | $769.12 | |
0061 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.700 | 1.700 | 1.700 | $220.00 | $0.00 | $374.00 | |
0062 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $322.66 | $0.00 | $2,581.28 | |
0063 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,075.91 | $0.00 | $17,214.56 | |
0064 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $432.92 | $0.00 | $6,926.72 | |
0065 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 920.000 | 920.000 | 904.110 | $35.51 | $0.00 | $32,104.95 | |
0066 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 210.000 | 210.000 | 116.200 | $28.75 | $0.00 | $3,340.75 | |
0067 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $22.00 | $0.00 | $1,848.00 | |
0068 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 82.000 | 82.000 | 82.000 | $22.00 | $0.00 | $1,804.00 | |
0069 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $124,595.90 | $0.00 | $124,595.90 | |
Subtotals For Category 0200/BRIDGE 'A' | $4,399.45 | $1,092,336.19 | ||||||||
Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
0070 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,700.000 | 3,700.000 | 3,353.000 | $15.95 | $0.00 | $53,480.35 | |
0071 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 6,800.000 | 6,800.000 | 3,962.000 | $0.55 | $0.00 | $2,179.10 | |
0072 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,500.000 | 1,500.000 | 2,756.000 | $1.10 | $0.00 | $3,031.60 | |
0073 | PAVEMENT MARKERS CLASS A TYPE 1 | 857(A) 8893 | EA | 1,500.000 | 1,500.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0074 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,500.000 | 2,500.000 | 2,599.000 | $0.55 | $0.00 | $1,429.45 | |
0075 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 350.000 | 350.000 | 284.000 | $3.30 | $0.00 | $937.20 | |
0076 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,200.000 | 4,200.000 | 120.000 | 566.000 | $0.17 | $20.40 | $96.22 |
0077 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,600.000 | 5,600.000 | 165.000 | 2,959.000 | $0.55 | $90.75 | $1,627.45 |
0078 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,600.000 | 9,600.000 | 150.000 | 3,372.000 | $0.11 | $16.50 | $370.92 |
0079 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,450.000 | 2,450.000 | 1,466.000 | $1.10 | $0.00 | $1,612.60 | |
0080 | WING BARRICADES | 880(C) 8848 | SD | 700.000 | 700.000 | 60.000 | 708.000 | $0.55 | $33.00 | $389.40 |
0081 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,900.000 | 4,900.000 | 3,882.000 | $1.10 | $0.00 | $4,270.20 | |
0082 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 14,875.000 | 14,875.000 | 12,209.000 | $0.11 | $0.00 | $1,342.99 | |
0083 | DRUMS | 880(F) 8878 | SD | 14,875.000 | 14,875.000 | 9,531.000 | $0.33 | $0.00 | $3,145.23 | |
8100 | MODULAR GLARE SCREEN | 878(A) 8511 | EA | 0.000 | 0.000 | 0.000 | $99.68 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $160.65 | $73,912.71 | ||||||||
Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0301/TRAFFIC STRIPING AND SIGNING | ||||||||
0084 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,120.000 | 6,120.000 | 7,381.000 | $0.98 | $0.00 | $7,233.38 | |
0085 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 6.000 | 6.000 | 0.000 | $165.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC STRIPING AND SIGNING | $0.00 | $7,233.38 | ||||||||
Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0600/STAKING | ||||||||
0086 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $9,625.00 | $0.00 | $9,143.75 | |
Subtotals For Category 0600/STAKING | $0.00 | $9,143.75 | ||||||||
Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0640/CONSTRUCTION | ||||||||
0087 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,500.00 | $0.00 | $4,125.00 | |
0088 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.760 | $187,931.97 | $0.00 | $142,828.30 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $146,953.30 | ||||||||
Subtotals For Project STP-STIM(037) /10439(07) | $60,411.27 | $2,280,106.19 |