Contract ID: | 090101 | Estimate Number: | 0022 | Contract No: | 411032 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 404600 | |||
Project Number(s): | SSP-123B(030)SS | ||||||||||||
Primary Job Piece No: | 20942(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-283: OVER WOLF CREEK, NORTH OF SHATTUCK. PROJECT LENGTH = 1.299 MILES | ||||||||||||
Primary County: | ELLIS | ||||||||||||
Name of Road: | US-283 | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
1220 E. MAIN | |||||||||||||
CORDELL , OK 73632 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 02/19/2009 | NTP Effective Date: | 07/06/2009 | Pay Period: | 03/16/2010 TO 03/31/2010 |
Date Awarded: | 03/02/2009 | Date Work Began: | 04/24/2009 | Original Contract Time: | 255 |
Date Contract Executed: | 03/10/2009 | Date Time Stopped: | Current Time Charged: | 342.00 | |
Date NTP Issued: | 03/12/2009 | Completion Date: | Current Time Allowed: | 329.00 | |
General Liability Expires: | 07/01/2010 | Workman's Comp Expires: | 07/01/2010 | Percent Time Used: | 103.95 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $6,597,222.13 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,597,222.13 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 88.86 % | Non Participating: | $5,876,489.21 | $5,692,927.76 | $183,561.45 | ||
Funds Available: | $735,219.25 | Total Earnings: | $5,876,489.21 | $5,692,927.76 | $183,561.45 | ||
Unearned Balance: | $735,219.25 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $5,876,489.21 | $5,692,927.76 | $183,561.45 | ||||
Other Adjustments: | $-1,486.33 | $-3,814.68 | $2,328.35 | ||||
Liq Dam/Disincentive: | $-13,000.00 | $0.00 | $-13,000.00 | ||||
TOTAL: | $5,862,002.88 | $5,689,113.08 | $172,889.80 |
Contract ID: | 090101 | Estimate Number: | 0022 | Primary JP: | 20942(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 |
20942(04) | 0035 | PRETRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0007 | $-241,088.43 |
20942(04) | 0035 | PRETRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0009 | $-144,331.60 |
20942(04) | 0035 | PRETRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Initial Payment | 0004 | $385,420.03 |
20942(04) | 0036 | APPROACH SLAB | Stockpiled Material Initial Payment | 0009 | $9,703.09 |
20942(04) | 0036 | APPROACH SLAB | Stockpiled Material Adjustment | 0013 | $-9,703.09 |
20942(04) | 0037 | SEALED EXPANSION JOINT | Stockpiled Material Adjustment | 0012 | $-22,485.97 |
20942(04) | 0037 | SEALED EXPANSION JOINT | Stockpiled Material Initial Payment | 0009 | $22,485.97 |
20942(04) | 0038 | CONCRETE RAIL (TR4) | Stockpiled Material Initial Payment | 0009 | $12,288.74 |
20942(04) | 0038 | CONCRETE RAIL (TR4) | Stockpiled Material Adjustment | 0013 | $-6,433.79 |
20942(04) | 0038 | CONCRETE RAIL (TR4) | Stockpiled Material Adjustment | 0014 | $-5,854.95 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0009 | $21,482.45 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0012 | $-19,465.71 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0009 | $-1,097.62 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0010 | $-919.12 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0012 | $-19,736.91 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0009 | $21,753.65 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0009 | $-1,097.62 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0010 | $-919.12 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0009 | $-1,097.62 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0010 | $-919.12 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0009 | $22,417.35 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0012 | $-20,400.61 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0009 | $22,678.68 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0010 | $-919.12 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0009 | $-1,097.62 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0012 | $-20,661.94 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0012 | $-4,856.93 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0009 | $-1,097.62 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0009 | $6,873.67 |
20942(04) | 0042 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0010 | $-919.12 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0022 | -13.0 | $1,000.00 | $-13,000.00 |
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 |
20942(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $-1,478.40 |
20942(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $-3,003.00 |
20942(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $2,994.89 |
20942(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0021 | 0.00 | $0.00 | $-3,696.00 |
20942(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $2,328.35 |
20942(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $762.20 |
20942(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $605.63 | Subtotals For Line Item Adjustments | $-1,486.33 | * = 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: | 090101 | Estimate Number: | 0022 | Primary JP: | 20942(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: SSP-123B(030)SS | Project: 20942(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $50,000.00 | $5,000.00 | $50,000.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 17,443.000 | 17,443.000 | 4,878.000 | 12,204.000 | $3.00 | $14,634.00 | $36,612.00 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 143,850.000 | 143,850.000 | 143,850.000 | $4.95 | $0.00 | $712,057.50 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.650 | $32,000.00 | $0.00 | $20,800.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 52.000 | 52.000 | 38.250 | 38.250 | $575.00 | $21,993.75 | $21,993.75 |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,797.000 | 1,797.000 | 6,601.000 | $1.80 | $0.00 | $11,881.80 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 602.000 | 602.000 | 445.000 | $7.50 | $0.00 | $3,337.50 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 57,353.000 | 57,353.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 13.640 | 13.640 | 11.140 | $450.00 | $0.00 | $5,013.00 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 10.000 | 10.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 46.740 | 46.740 | 0.000 | $55.00 | $0.00 | $0.00 | |
0012 | (SP)FLY ASH | 327(A) 4200 | TON | 1,291.000 | 1,291.000 | 178.380 | 1,233.660 | $60.00 | $10,702.80 | $74,019.60 |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 30,361.000 | 30,361.000 | 4,086.590 | 29,127.730 | $2.25 | $9,194.83 | $65,537.39 |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 496.000 | 496.000 | 99.710 | 99.710 | $35.00 | $3,489.85 | $3,489.85 |
0015 | TACK COAT | 407 0250 | GAL | 5,256.000 | 5,256.000 | 2,013.000 | $4.00 | $0.00 | $8,052.00 | |
0016 | PRIME COAT | 408 5774 | GAL | 8,748.000 | 8,748.000 | 432.000 | 7,584.000 | $7.00 | $3,024.00 | $53,088.00 |
0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 2,766.000 | 2,766.000 | 2,201.190 | $88.00 | $0.00 | $193,704.72 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 11,771.000 | 11,771.000 | 911.790 | 11,229.230 | $77.00 | $70,207.83 | $864,650.71 |
0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,844.000 | 1,844.000 | 261.170 | $92.00 | $0.00 | $24,027.64 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,422.000 | 2,422.000 | 0.000 | 878.620 | $77.00 | $0.00 | $67,653.74 |
0021 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0022 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 12.000 | 12.000 | 0.000 | $850.00 | $0.00 | $0.00 | |
0023 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 498.000 | 498.000 | 378.000 | $20.00 | $0.00 | $7,560.00 | |
0024 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 480.000 | 480.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0025 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 160.000 | 160.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0026 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $5,000.00 | $1,250.00 | $5,000.00 |
0027 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,290.000 | 9,290.000 | 3,229.780 | 9,667.970 | $4.75 | $15,341.46 | $45,922.87 |
0028 | SAWING PAVEMENT | 619(C) 0924 | LF | 80.000 | 80.000 | 0.000 | $24.00 | $0.00 | $0.00 | |
0029 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 650.000 | 650.000 | 650.000 | $18.15 | $0.00 | $11,797.50 | |
0030 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,625.00 | $0.00 | $6,500.00 | |
0031 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,395.00 | $0.00 | $9,580.00 | |
0032 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,266.000 | 5,266.000 | 0.000 | 4,587.000 | $3.25 | $0.00 | $14,907.75 |
Subtotals For Category 0100/ROADWAY | $154,838.52 | $2,317,187.32 | ||||||||
Fed/State Project Number: SSP-123B(030)SS | Project: 20942(04) | Category: 0200/BRIDGE 'A' | ||||||||
0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 190.000 | 190.000 | 190.000 | $10.00 | $0.00 | $1,900.00 | |
0034 | CLSM BACKFILL | 501(G) 6309 | CY | 154.000 | 154.000 | 154.000 | $170.00 | $0.00 | $26,180.00 | |
0035 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 3,192.000 | 3,192.000 | 3,192.000 | $174.00 | $0.00 | $555,408.00 | |
0036 | APPROACH SLAB | 504(A) 1304 | SY | 281.200 | 281.200 | 281.200 | $170.00 | $0.00 | $47,804.00 | |
0037 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 126.500 | 126.500 | 126.500 | $277.00 | $0.00 | $35,040.50 | |
0038 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 1,722.200 | 1,722.200 | 1,722.200 | $60.00 | $0.00 | $103,332.00 | |
0039 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,600.000 | 3,600.000 | 3,600.000 | $5.00 | $0.00 | $18,000.00 | |
0040 | CLASS AA CONCRETE | 509(A) 1326 | CY | 951.200 | 951.200 | 951.200 | $500.00 | $0.00 | $475,600.00 | |
0041 | CLASS A CONCRETE | 509(B) 1328 | CY | 269.600 | 269.600 | 269.600 | $500.00 | $0.00 | $134,800.00 | |
0042 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 247,150.000 | 247,150.000 | 247,150.000 | $0.95 | $0.00 | $234,792.50 | |
0043 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 364.000 | 364.000 | 364.000 | $25.00 | $0.00 | $9,100.00 | |
0044 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,244.000 | 1,244.000 | 1,385.940 | $30.00 | $0.00 | $41,578.20 | |
0045 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 364.000 | 364.000 | 364.000 | $15.00 | $0.00 | $5,460.00 | |
0046 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,244.000 | 1,244.000 | 1,385.940 | $15.00 | $0.00 | $20,789.10 | |
0047 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $700.00 | $0.00 | $9,800.00 | |
0048 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,974.000 | 2,974.000 | 2,974.000 | $3.00 | $0.00 | $8,922.00 | |
0049 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 1,190.000 | 1,190.000 | 1,190.000 | $1,150.00 | $0.00 | $1,368,500.00 | |
0050 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 14.000 | 14.000 | 14.000 | $2,300.00 | $0.00 | $32,200.00 | |
0051 | CSL ACCESS TUBES | 516(D) 6400 | LF | 7,140.000 | 7,140.000 | 7,140.000 | $8.00 | $0.00 | $57,120.00 | |
0052 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 285.600 | 285.600 | 0.000 | $12.25 | $0.00 | $0.00 | |
0053 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.500 | 3.500 | 0.000 | $500.00 | $0.00 | $0.00 | |
0054 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 24.000 | 24.000 | 24.000 | $650.00 | $0.00 | $15,600.00 | |
0055 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 40.000 | 40.000 | 40.000 | $650.00 | $0.00 | $26,000.00 | |
0056 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,090.000 | 1,090.000 | 1,091.330 | $44.00 | $0.00 | $48,018.52 | |
0057 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 215.000 | 215.000 | 201.210 | $37.00 | $0.00 | $7,444.77 | |
0058 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $25.00 | $0.00 | $2,100.00 | |
0059 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0060 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.250 | 0.250 | $100,000.00 | $25,000.00 | $25,000.00 |
Subtotals For Category 0200/BRIDGE 'A' | $25,000.00 | $3,310,489.59 | ||||||||
Fed/State Project Number: SSP-123B(030)SS | Project: 20942(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0061 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 54,032.000 | 54,032.000 | 48,037.000 | $0.10 | $0.00 | $4,803.70 | |
0062 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 10,000.000 | 10,000.000 | 0.000 | $0.52 | $0.00 | $0.00 | |
0063 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 54,032.000 | 54,032.000 | 3,653.000 | $0.12 | $0.00 | $438.36 | |
0064 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,200.000 | 10,200.000 | 30.000 | 616.000 | $0.27 | $8.10 | $166.32 |
0065 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,885.000 | 6,885.000 | 69.000 | 5,420.000 | $0.53 | $36.57 | $2,872.60 |
0066 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 12,240.000 | 12,240.000 | 81.000 | 7,827.000 | $1.05 | $85.05 | $8,218.35 |
0067 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,160.000 | 8,160.000 | 63.000 | 5,159.000 | $0.52 | $32.76 | $2,682.68 |
0068 | WING BARRICADES | 880(C) 8848 | SD | 765.000 | 765.000 | 6.000 | 658.000 | $1.10 | $6.60 | $723.80 |
0069 | VERTICAL PANELS | 880(D) 8854 | SD | 84,150.000 | 84,150.000 | 171.000 | 8,523.000 | $0.07 | $11.97 | $596.61 |
0070 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 28,390.000 | 28,390.000 | 186.000 | 16,195.000 | $0.12 | $22.32 | $1,943.40 |
0071 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 168,300.000 | 168,300.000 | 384.000 | 23,820.000 | $0.02 | $7.68 | $476.40 |
0072 | DRUMS | 880(F) 8878 | SD | 84,150.000 | 84,150.000 | 198.000 | 15,668.000 | $0.06 | $11.88 | $940.08 |
0073 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 510.000 | 510.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $222.93 | $23,862.30 | ||||||||
Fed/State Project Number: SSP-123B(030)SS | Project: 20942(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0074 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 50.180 | 50.180 | 0.000 | $15.00 | $0.00 | $0.00 | |
0075 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 92.500 | 92.500 | 0.000 | $12.00 | $0.00 | $0.00 | |
0076 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 26,312.000 | 26,312.000 | 0.000 | $0.92 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $0.00 | ||||||||
Fed/State Project Number: SSP-123B(030)SS | Project: 20942(04) | Category: 0600/STAKING | ||||||||
0077 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $21,000.00 | $0.00 | $19,950.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $19,950.00 | ||||||||
Fed/State Project Number: SSP-123B(030)SS | Project: 20942(04) | Category: 0640/CONSTRUCTION | ||||||||
0078 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.350 | 0.500 | $10,000.00 | $3,500.00 | $5,000.00 |
0079 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0080 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $3,500.00 | $205,000.00 | ||||||||
Subtotals For Project SSP-123B(030)SS /20942(04) | $183,561.45 | $5,876,489.21 |