| Contract ID: | 080375 | Estimate Number: | 0007 | Contract No: | 410620 | |||
| Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 400500 | |||
| Project Number(s): | BRFY-165C(044) | ||||||||||||
| Primary Job Piece No: | 20812(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-33: OVER THE WASHITA RIVER, 5.4 MILES EAST OF US-283. PROJECT LENGTH = 0.813 MILES | ||||||||||||
| Primary County: | ROGER MILLS | ||||||||||||
| Name of Road: | SH-33 | ||||||||||||
| Prime Contractor: | SEWELL BROTHERS, INC. | ||||||||||||
| 1220 E. MAIN | |||||||||||||
| CORDELL , OK 73632 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 10/16/2008 | NTP Effective Date: | 01/05/2009 | Pay Period: | 03/01/2009 TO 03/15/2009 |
| Date Awarded: | 11/03/2008 | Date Work Began: | 12/15/2008 | Original Contract Time: | 160 |
| Date Contract Executed: | 11/13/2008 | Date Time Stopped: | Current Time Charged: | 91.00 | |
| Date NTP Issued: | 11/20/2008 | Completion Date: | Current Time Allowed: | 170.00 | |
| General Liability Expires: | 07/01/2009 | Workman's Comp Expires: | 07/01/2009 | Percent Time Used: | 53.53 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $5,365,966.00 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $5,365,966.00 | Participating: | $3,452,593.94 | $2,973,082.34 | $479,511.60 | ||
| Percent Complete: | 65.12 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $1,871,823.73 | Total Earnings: | $3,452,593.94 | $2,973,082.34 | $479,511.60 | ||
| Unearned Balance: | $1,871,823.73 | Stockpiled Materials: | $41,548.33 | $355,692.67 | $-314,144.34 | ||
| Gross Earnings: | $3,494,142.27 | $3,328,775.01 | $165,367.26 | ||||
| Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $3,494,142.27 | $3,328,775.01 | $165,367.26 | ||||
| Contract ID: | 080375 | Estimate Number: | 0007 | Primary JP: | 20812(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 |
| 20812(04) | 0020 | REBAR-GR60 | Stockpiled Material Adjustment | 0002 | $-4,620.00 |
| 20812(04) | 0020 | REBAR-GR60 | Stockpiled Material Initial Payment | 0002 | $12,260.53 |
| 20812(04) | 0020 | REBAR-GR60 | Stockpiled Material Adjustment | 0003 | $-7,640.53 |
| 20812(04) | 0028 | Stockpiled Material Initial Payment | 0007 | $17,456.25 | |
| 20812(04) | 0029 | Stockpiled Material Initial Payment | 0007 | $6,424.00 | |
| 20812(04) | 0030 | Stockpiled Material Initial Payment | 0007 | $12,576.00 | |
| 20812(04) | 0034 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-350,600.59 |
| 20812(04) | 0034 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $350,600.59 |
| 20812(04) | 0042 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0004 | $-46,540.80 |
| 20812(04) | 0042 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0002 | $65,836.08 |
| 20812(04) | 0042 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0006 | $-14,203.20 |
| 20812(04) | 0043 | Stockpiled Material Closure | 0004 | $-4,334.40 | |
| 20812(04) | 0043 | Stockpiled Material Closure | 0004 | $-2,749.63 | |
| 20812(04) | 0043 | Stockpiled Material Initial Payment | 0003 | $2,749.63 | |
| 20812(04) | 0043 | Stockpiled Material Initial Payment | 0002 | $4,334.40 | |
| 20812(04) | 0044 | Stockpiled Material Initial Payment | 0003 | $21,884.37 | |
| 20812(04) | 0044 | Stockpiled Material Adjustment | 0003 | $-25,070.40 | |
| 20812(04) | 0044 | Stockpiled Material Adjustment | 0003 | $-21,884.37 | |
| 20812(04) | 0044 | Stockpiled Material Initial Payment | 0002 | $25,070.40 | |
| 20812(04) | 0049 | RSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $57,291.20 |
| 20812(04) | 0049 | RSTL FABS (AML) | Stockpiled Material Adjustment | 0005 | $-18,934.40 |
| 20812(04) | 0049 | RSTL FABS (AML) | Stockpiled Material Adjustment | 0006 | $-9,760.00 |
| 20812(04) | 0049 | RSTL FABS (AML) | Stockpiled Material Adjustment | 0004 | $-28,596.80 |
| 20812(04) | 0069 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0002 | $4,671.09 |
| 20812(04) | 0069 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0003 | $-4,671.09 |
| 20812(04) | 0070 | Stockpiled Material Initial Payment | 0003 | $9,616.95 | |
| 20812(04) | 0070 | Stockpiled Material Closure | 0004 | $-9,616.95 | |
| 20812(04) | 0071 | Stockpiled Material Initial Payment | 0003 | $42,078.97 | |
| 20812(04) | 0071 | Stockpiled Material Adjustment | 0003 | $-20,891.50 | |
| 20812(04) | 0071 | Stockpiled Material Closure | 0004 | $-21,187.47 | |
| 20812(04) | 0076 | RSTL FABS (AML) | Stockpiled Material Adjustment | 0002 | $-5,577.20 |
| 20812(04) | 0076 | RSTL FABS (AML) | Stockpiled Material Adjustment | 0003 | $-19,405.60 |
| 20812(04) | 0076 | RSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $24,982.80 | Subtotals For Stockpile Payments | $41,548.33 |
| 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 |
| No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 | |||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | Incentive/Disincentive for Early/late Completion | 150.00 | 0.00 | $5,000.00 | $0.00 | ||||
| Contract ID: | 080375 | Estimate Number: | 0007 | Primary JP: | 20812(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-165C(044) | Project: 20812(04) | Category: 0100/ROADWAY BRFY-165C(044) | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $135,000.00 | $0.00 | $135,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 32,313.000 | 32,313.000 | 0.000 | 18,921.800 | $5.00 | $0.00 | $94,609.00 |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 400.000 | 400.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $26,500.00 | $0.00 | $13,250.00 |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,085.000 | 2,085.000 | 0.000 | 3,320.000 | $2.20 | $0.00 | $7,304.00 |
| 0006 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 8.000 | 8.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,350.000 | 1,350.000 | 0.000 | 329.000 | $8.80 | $0.00 | $2,895.20 |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 39,375.000 | 39,375.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.100 | 8.100 | 0.000 | $550.00 | $0.00 | $0.00 | |
| 0010 | MOWING | 241 2832 | AC | 8.100 | 8.100 | 0.000 | $220.00 | $0.00 | $0.00 | |
| 0011 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 14,837.000 | 14,837.000 | 0.000 | 14,907.010 | $8.50 | $0.00 | $126,709.59 |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 67.000 | 67.000 | 0.000 | $37.00 | $0.00 | $0.00 | |
| 0013 | TACK COAT | 407 0250 | GAL | 1,432.000 | 1,432.000 | 0.000 | $4.95 | $0.00 | $0.00 | |
| 0014 | PRIME COAT | 408 5774 | GAL | 2,587.000 | 2,587.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,218.000 | 5,218.000 | 0.000 | $99.00 | $0.00 | $0.00 | |
| 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,720.000 | 1,720.000 | 0.000 | $110.30 | $0.00 | $0.00 | |
| 0017 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 36.000 | 36.000 | 36.000 | $28.00 | $0.00 | $1,008.00 | |
| 0018 | CLASS A CONCRETE | 509(B) 0321 | CY | 93.000 | 93.000 | 0.000 | 93.000 | $450.00 | $0.00 | $41,850.00 |
| 0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 161.000 | 161.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
| 0020 | REINFORCING STEEL | 511(A) 0332 | LB | 18,480.000 | 18,480.000 | 0.000 | 18,480.000 | $1.10 | $0.00 | $20,328.00 |
| 0021 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 240.000 | 240.000 | 416.000 | 416.000 | $28.00 | $11,648.00 | $11,648.00 |
| 0022 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 12.000 | 12.000 | 12.000 | 12.000 | $200.00 | $2,400.00 | $2,400.00 |
| 0023 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 300.000 | 300.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0024 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 200.000 | 200.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0025 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
| 0026 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 10,570.000 | 10,570.000 | 10,000.000 | $4.50 | $0.00 | $45,000.00 | |
| 0027 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 1,636.000 | 1,636.000 | 1,636.000 | $2.50 | $0.00 | $4,090.00 | |
| 0028 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,875.000 | 1,875.000 | 0.000 | 0.000 | $19.00 | $0.00 | $0.00 |
| 0029 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 0.000 | 0.000 | $1,675.00 | $0.00 | $0.00 |
| 0030 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 8.000 | 8.000 | 0.000 | 0.000 | $2,640.00 | $0.00 | $0.00 |
| 0031 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,070.000 | 3,070.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY BRFY-165C(044) | $14,048.00 | $518,091.79 | ||||||||
| Fed/State Project Number: BRFY-165C(044) | Project: 20812(04) | Category: 0200/BRIDGE 'A' BRFY-165C(044) | ||||||||
| 0032 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 320.000 | 320.000 | 320.000 | $15.00 | $0.00 | $4,800.00 | |
| 0033 | CLSM BACKFILL | 501(G) 6309 | CY | 268.000 | 268.000 | 0.000 | 256.500 | $180.00 | $0.00 | $46,170.00 |
| 0034 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,993.340 | 1,993.340 | 1,993.340 | 1,993.340 | $215.00 | $428,568.10 | $428,568.10 |
| 0035 | APPROACH SLAB | 504(A) 1304 | SY | 356.200 | 356.200 | 0.000 | $220.00 | $0.00 | $0.00 | |
| 0036 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 97.370 | 97.370 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0037 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 1,158.200 | 1,158.200 | 0.000 | $65.00 | $0.00 | $0.00 | |
| 0038 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,570.000 | 2,570.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0039 | CLASS AA CONCRETE | 509(A) 1326 | CY | 575.500 | 575.500 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0040 | CLASS A CONCRETE | 509(B) 1328 | CY | 291.400 | 291.400 | 0.000 | 291.400 | $600.00 | $0.00 | $174,840.00 |
| 0041 | REINFORCING STEEL | 511(A) 1332 | LB | 840.000 | 840.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
| 0042 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 193,920.000 | 193,920.000 | 0.000 | 50,620.000 | $1.20 | $0.00 | $60,744.00 |
| 0043 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 261.500 | 261.500 | 256.000 | $30.00 | $0.00 | $7,680.00 | |
| 0044 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,348.500 | 1,348.500 | 1,420.500 | $40.00 | $0.00 | $56,820.00 | |
| 0045 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 261.500 | 261.500 | 0.000 | 256.000 | $20.00 | $0.00 | $5,120.00 |
| 0046 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,348.500 | 1,348.500 | 0.000 | 1,420.500 | $20.00 | $0.00 | $28,410.00 |
| 0047 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 22.000 | 22.000 | 22.000 | $650.00 | $0.00 | $14,300.00 | |
| 0048 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,162.000 | 2,162.000 | 0.000 | $3.25 | $0.00 | $0.00 | |
| 0049 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 587.000 | 587.000 | 0.000 | 587.000 | $1,200.00 | $0.00 | $704,400.00 |
| 0050 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 96.000 | 96.000 | 0.000 | $5.20 | $0.00 | $0.00 | |
| 0051 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0052 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 24.000 | 24.000 | 0.000 | 24.000 | $650.00 | $0.00 | $15,600.00 |
| 0053 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $650.00 | $0.00 | $10,400.00 |
| 0054 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 3,590.000 | 3,590.000 | 0.000 | 1,354.690 | $37.50 | $0.00 | $50,800.88 |
| 0055 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 830.000 | 830.000 | 0.000 | 293.330 | $31.00 | $0.00 | $9,093.23 |
| 0056 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 96.000 | 96.000 | 0.000 | 100.000 | $25.00 | $0.00 | $2,500.00 |
| 0057 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 46.000 | 46.000 | 0.000 | 50.000 | $25.00 | $0.00 | $1,250.00 |
| 0058 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
| Subtotals For Category 0200/BRIDGE 'A' BRFY-165C(044) | $428,568.10 | $1,721,496.21 | ||||||||
| Fed/State Project Number: BRFY-165C(044) | Project: 20812(04) | Category: 0201/BRIDGE 'B' BRFY-165C(044) | ||||||||
| 0059 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 280.000 | 280.000 | 140.000 | $15.00 | $0.00 | $2,100.00 | |
| 0060 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 0.000 | 192.500 | $180.00 | $0.00 | $34,650.00 |
| 0061 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 536.000 | 536.000 | 0.000 | 536.000 | $195.00 | $0.00 | $104,520.00 |
| 0062 | APPROACH SLAB | 504(A) 1304 | SY | 309.400 | 309.400 | 0.000 | 309.400 | $220.00 | $0.00 | $68,068.00 |
| 0063 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 48.690 | 48.690 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0064 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 408.500 | 408.500 | 408.500 | 408.500 | $65.00 | $26,552.50 | $26,552.50 |
| 0065 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,540.000 | 1,540.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0066 | CLASS AA CONCRETE | 509(A) 1326 | CY | 160.400 | 160.400 | 0.000 | 160.400 | $550.00 | $0.00 | $88,220.00 |
| 0067 | CLASS A CONCRETE | 509(B) 1328 | CY | 173.900 | 173.900 | 0.000 | 173.900 | $550.00 | $0.00 | $95,645.00 |
| 0068 | REINFORCING STEEL | 511(A) 1332 | LB | 380.000 | 380.000 | 380.000 | 380.000 | $1.10 | $418.00 | $418.00 |
| 0069 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 72,370.000 | 72,370.000 | 0.000 | 72,370.000 | $1.20 | $0.00 | $86,844.00 |
| 0070 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 355.000 | 355.000 | 315.000 | $30.00 | $0.00 | $9,450.00 | |
| 0071 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,208.500 | 1,208.500 | 1,101.500 | $40.00 | $0.00 | $44,060.00 | |
| 0072 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 355.000 | 355.000 | 0.000 | 315.000 | $20.00 | $0.00 | $6,300.00 |
| 0073 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,208.500 | 1,208.500 | 0.000 | 1,101.500 | $20.00 | $0.00 | $22,030.00 |
| 0074 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $650.00 | $0.00 | $9,100.00 | |
| 0075 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 629.000 | 629.000 | 0.000 | $3.25 | $0.00 | $0.00 | |
| 0076 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 327.000 | 327.000 | 0.000 | 327.000 | $1,000.00 | $0.00 | $327,000.00 |
| 0077 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 48.000 | 48.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0078 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.000 | $800.00 | $0.00 | $0.00 | |
| 0079 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $650.00 | $0.00 | $10,400.00 |
| 0080 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $650.00 | $0.00 | $5,200.00 |
| 0081 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,180.000 | 2,180.000 | 0.000 | 800.300 | $37.50 | $0.00 | $30,011.25 |
| 0082 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 500.000 | 500.000 | 0.000 | 287.490 | $31.00 | $0.00 | $8,912.19 |
| 0083 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 96.000 | 96.000 | 0.000 | 100.000 | $25.00 | $0.00 | $2,500.00 |
| 0084 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 46.000 | 46.000 | 0.000 | 50.000 | $25.00 | $0.00 | $1,250.00 |
| 0085 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| Subtotals For Category 0201/BRIDGE 'B' BRFY-165C(044) | $26,970.50 | $1,023,230.94 | ||||||||
| Fed/State Project Number: BRFY-165C(044) | Project: 20812(04) | Category: 0300/TRAFFIC BRFY-165C(044) | ||||||||
| 0086 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.360 | 10.360 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0087 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 4.000 | 4.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,125.000 | 16,125.000 | 0.000 | $0.47 | $0.00 | $0.00 | |
| 0089 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $6,200.00 | $1,550.00 | $4,650.00 |
| Subtotals For Category 0300/TRAFFIC BRFY-165C(044) | $1,550.00 | $4,650.00 | ||||||||
| Fed/State Project Number: BRFY-165C(044) | Project: 20812(04) | Category: 0600/STAKING BRFY-165C(044) | ||||||||
| 0090 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $15,500.00 | $3,875.00 | $11,625.00 |
| Subtotals For Category 0600/STAKING BRFY-165C(044) | $3,875.00 | $11,625.00 | ||||||||
| Fed/State Project Number: BRFY-165C(044) | Project: 20812(04) | Category: 0640/CONSTRUCTION BRFY-165C(044) | ||||||||
| 0091 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $10,000.00 | $2,500.00 | $7,500.00 |
| 0092 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 0.250 | 0.750 | $8,000.00 | $2,000.00 | $6,000.00 |
| 0093 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $160,000.00 | $0.00 | $160,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION BRFY-165C(044) | $4,500.00 | $173,500.00 | ||||||||
| Subtotals For Project BRFY-165C(044) /20812(04) | $479,511.60 | $3,452,593.94 | ||||||||