Contract ID: | 120018 | Estimate Number: | 0022 | Contract No: | 710879 | |||
Residency: | WEWOKA (03300) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | BRFY-141B(206) | ||||||||||||
Primary Job Piece No: | 24180(08) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-177: OVER SPRING CREEK AND DEEP FORK OF THE NORTH CANADIAN RIVER 0.24 AND 0.53 MILES NORTH OF SH-66. PROJECT LENGTH = 0.715 MILES. | ||||||||||||
Primary County: | LINCOLN | ||||||||||||
Name of Road: | US-177 | ||||||||||||
Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | ||||||||||||
P.O. BOX 3817 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 01/19/2012 | NTP Effective Date: | 06/04/2012 | Pay Period: | 04/01/2013 TO 04/15/2013 |
Date Awarded: | 02/06/2012 | Date Work Began: | 05/16/2012 | Original Contract Time: | 210 |
Date Contract Executed: | 02/14/2012 | Date Time Stopped: | Current Time Charged: | 244.00 | |
Date NTP Issued: | 04/05/2012 | Completion Date: | Current Time Allowed: | 243.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 100.41 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $4,067,242.18 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,046,554.18 | Participating: | $3,981,245.47 | $3,922,490.66 | $58,754.81 | ||
Percent Complete: | 98.81 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $48,472.83 | Total Earnings: | $3,981,245.47 | $3,922,490.66 | $58,754.81 | ||
Unearned Balance: | $27,784.83 | Stockpiled Materials: | $-0.01 | $-0.01 | $0.00 | ||
Gross Earnings: | $3,981,245.46 | $3,922,490.65 | $58,754.81 | ||||
Other Adjustments: | $38,523.89 | $38,523.89 | $0.00 | ||||
Liq Dam/Disincentive: | $-1,000.00 | $-33,000.00 | $32,000.00 | ||||
TOTAL: | $4,018,769.35 | $3,928,014.54 | $90,754.81 |
Contract ID: | 120018 | Estimate Number: | 0022 | Primary JP: | 24180(08) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Borrow and Excavation to Plan Quantity. | Approved | 05/22/2012 | 0.0 | $0.00 |
002 | Add two new pay items | Approved | 04/11/2013 | 33.0 | $11,728.00 |
003 | Add two new pay items | Approved | 01/14/2013 | 0.0 | $8,960.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24180(08) | 0052 | Prestressed Concrete Beams(Type III) | Stockpiled Material Adjustment | 0009 | $-109,747.05 |
24180(08) | 0052 | Prestressed Concrete Beams(Type III) | Stockpiled Material Initial Payment | 0003 | $109,747.05 |
24180(08) | 0053 | Approach Slab (Bridge A) | Stockpiled Material Adjustment | 0013 | $-9,759.30 |
24180(08) | 0053 | Approach Slab (Bridge A) | Stockpiled Material Initial Payment | 0009 | $9,759.30 |
24180(08) | 0055 | Concrete Rail (TR 4), Bridge A | Stockpiled Material Adjustment | 0013 | $-2,312.03 |
24180(08) | 0055 | Concrete Rail (TR 4), Bridge A | Stockpiled Material Adjustment | 0014 | $-2,312.03 |
24180(08) | 0055 | Concrete Rail (TR 4), Bridge A | Stockpiled Material Initial Payment | 0009 | $4,624.06 |
24180(08) | 0056 | Structural Steel | Stockpiled Material Initial Payment | 0007 | $1,308.20 |
24180(08) | 0056 | Structural Steel | Stockpiled Material Adjustment | 0009 | $-1,308.20 |
24180(08) | 0057 | Weathering Steel Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $1,384.68 |
24180(08) | 0057 | Weathering Steel Fixed Bearing Assembly | Stockpiled Material Adjustment | 0009 | $-1,384.68 |
24180(08) | 0058 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $31,650.00 |
24180(08) | 0058 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Adjustment | 0009 | $-31,650.00 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0006 | $-3,628.99 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0011 | $-1,846.59 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0011 | $-27,481.57 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-4,403.54 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0010 | $-6,607.48 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $14,757.89 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0009 | $31,885.11 |
24180(08) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-2,674.84 |
24180(08) | 0065 | Piles, Furnished (HP 10 x 42), Bridge A | Stockpiled Material Adjustment | 0007 | $-23,910.00 |
24180(08) | 0065 | Piles, Furnished (HP 10 x 42), Bridge A | Stockpiled Material Initial Payment | 0001 | $23,910.00 |
24180(08) | 0078 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Adjustment | 0009 | $-194,074.04 |
24180(08) | 0078 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Initial Payment | 0003 | $194,074.04 |
24180(08) | 0079 | Approach Slab, Bridge B | Stockpiled Material Adjustment | 0012 | $-11,391.65 |
24180(08) | 0079 | Approach Slab, Bridge B | Stockpiled Material Initial Payment | 0009 | $11,391.65 |
24180(08) | 0082 | Concrete Rail, Bridge B | Stockpiled Material Adjustment | 0013 | $-6,827.85 |
24180(08) | 0082 | Concrete Rail, Bridge B | Stockpiled Material Initial Payment | 0009 | $6,827.85 |
24180(08) | 0083 | Structural Steel | Stockpiled Material Adjustment | 0009 | $-2,148.24 |
24180(08) | 0083 | Structural Steel | Stockpiled Material Initial Payment | 0007 | $2,148.24 |
24180(08) | 0084 | Stainless Steel Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $14,770.00 |
24180(08) | 0084 | Stainless Steel Fixed Bearing Assembly | Stockpiled Material Adjustment | 0009 | $-14,770.00 |
24180(08) | 0085 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $29,540.01 |
24180(08) | 0085 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Adjustment | 0008 | $-29,540.01 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-11,562.77 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0009 | $20,890.14 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-5,097.87 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $27,723.50 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-6,403.19 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0010 | $-3,166.11 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0011 | $-20,890.14 |
24180(08) | 0090 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0011 | $-1,493.56 |
24180(08) | 0091 | Piles, Furnished (HP 10 x 42), Bridge B | Stockpiled Material Initial Payment | 0001 | $3,292.00 |
24180(08) | 0091 | Piles, Furnished (HP 10 x 42), Bridge B | Stockpiled Material Adjustment | 0008 | $-3,292.00 |
24180(08) | 0092 | Piles, Furnished (HP 12 x 53), Bridge B | Stockpiled Material Initial Payment | 0001 | $36,029.70 |
24180(08) | 0092 | Piles, Furnished (HP 12 x 53), Bridge B | Stockpiled Material Adjustment | 0008 | $-36,029.70 |
24180(08) | 0096 | Drilled Shafts 60" Diameter | Stockpiled Material Initial Payment | 0006 | $31,607.16 |
24180(08) | 0096 | Drilled Shafts 60" Diameter | Stockpiled Material Adjustment | 0006 | $-31,607.16 | Subtotals For Stockpile Payments | $-0.01 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0016 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0017 | --4.0 | $1,000.00 | $-4,000.00 |
System Application of Liquidated Damages | 0018 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0019 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0022 | -32.0 | $1,000.00 | $32,000.00 | Subtotals For Liquidated Damages | $-1,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0020 | $33,000.00 | Subtotals For Contract Adjustments | $33,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
24180(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 2,439.40 | $1.32 | $3,222.20 |
24180(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,524.70 | $1.50 | $2,301.69 | Subtotals For Line Item Adjustments | $5,523.89 |
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: | 120018 | Estimate Number: | 0022 | Primary JP: | 24180(08) | |||
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-141B(206) | Project: 24180(08) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,240.00 | $0.00 | $4,240.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 9,738.000 | 9,738.000 | 9,738.000 | $4.24 | $0.00 | $41,289.12 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 17,327.000 | 17,327.000 | 17,327.000 | $5.83 | $0.00 | $101,016.42 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,600.00 | $0.00 | $10,600.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,325.000 | 2,325.000 | 5,039.000 | $1.59 | $0.00 | $8,012.01 | |
0006 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 1.000 | 1.000 | 0.000 | $1,060.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 126.000 | 126.000 | 0.000 | $7.42 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 47,349.000 | 47,349.000 | 40,000.000 | 40,000.000 | $1.17 | $46,800.00 | $46,800.00 |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 9.410 | 9.410 | 4.000 | $318.00 | $0.00 | $1,272.00 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 4.550 | 4.550 | 0.000 | $848.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 9.410 | 9.410 | 0.000 | $106.00 | $0.00 | $0.00 | |
0012 | FLY ASH | 307(A) 4200 | TON | 877.000 | 877.000 | 765.500 | $61.48 | $0.00 | $47,062.94 | |
0013 | LIME | 307(D) 4230 | TON | 82.000 | 82.000 | 44.020 | $148.40 | $0.00 | $6,532.57 | |
0014 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 16,224.000 | 16,224.000 | 15,948.730 | $2.11 | $0.00 | $33,651.82 | |
0015 | LIME PRETREATMENT | 307(G) 4260 | SY | 5,679.000 | 5,679.000 | 2,542.610 | $1.06 | $0.00 | $2,695.17 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 218.000 | 218.000 | 219.370 | $27.61 | $0.00 | $6,056.80 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 5,469.000 | 5,469.000 | 3,170.000 | $3.18 | $0.00 | $10,080.60 | |
0018 | PRIME COAT | 408 5774 | GAL | 4,138.000 | 4,138.000 | 2,350.000 | $6.78 | $0.00 | $15,933.00 | |
0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 1,457.000 | 1,457.000 | 1,406.060 | $80.83 | $0.00 | $113,651.82 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 7,854.000 | 7,854.000 | 8,200.830 | $64.66 | $0.00 | $530,265.66 | |
0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 971.000 | 971.000 | 0.000 | 1,254.280 | $95.51 | $0.00 | $119,796.28 |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,411.000 | 2,411.000 | 2,586.180 | $76.85 | $0.00 | $198,747.94 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 99.000 | 99.000 | 62.580 | $10.60 | $0.00 | $663.35 | |
0024 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 222.000 | 222.000 | 222.000 | $116.60 | $0.00 | $25,885.20 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 321.460 | 321.460 | 276.980 | $337.08 | $0.00 | $93,364.42 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 25.000 | 25.000 | 0.000 | $424.00 | $0.00 | $0.00 | |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 40,544.000 | 40,544.000 | 28,164.540 | $0.90 | $0.00 | $25,348.09 | |
0028 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 7,080.000 | 7,080.000 | 7,080.000 | $0.95 | $0.00 | $6,726.00 | |
0029 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 124.000 | 124.000 | 124.000 | $41.94 | $0.00 | $5,200.56 | |
0030 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 258.000 | 258.000 | 200.000 | $24.70 | $0.00 | $4,940.00 | |
0031 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 235.000 | 235.000 | 0.000 | $21.78 | $0.00 | $0.00 | |
0032 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 79.000 | 79.000 | 0.000 | $21.78 | $0.00 | $0.00 | |
0033 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 2.000 | 2.000 | $529.51 | $0.00 | $1,059.02 | |
0034 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 4.000 | 4.000 | 4.000 | $954.00 | $0.00 | $3,816.00 | |
0035 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $669.79 | $0.00 | $0.00 | |
0036 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 48.000 | 48.000 | 47.860 | $65.94 | $0.00 | $3,155.89 | |
0037 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 71.000 | 71.000 | 0.000 | $59.82 | $0.00 | $0.00 | |
0038 | TRENCH EXCAVATION | 613(V) 1180 | CY | 218.000 | 218.000 | 143.840 | $10.60 | $0.00 | $1,524.70 | |
0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $1,060.00 | $0.00 | $1,060.00 | |
0040 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 3.000 | 3.000 | 2.000 | $2,067.00 | $0.00 | $4,134.00 | |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,669.000 | 8,669.000 | 9,640.840 | $3.18 | $0.00 | $30,657.87 | |
0042 | SAWING PAVEMENT | 619(C) 0924 | LF | 64.000 | 64.000 | 64.000 | $10.60 | $0.00 | $678.40 | |
0043 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,537.500 | 1,537.500 | 1,510.000 | $15.85 | $0.00 | $23,933.51 | |
0044 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 0.000 | $530.00 | $0.00 | $0.00 | |
0045 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 9.000 | 9.000 | 9.000 | $2,210.10 | $0.00 | $19,890.90 | |
0046 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 15.000 | 15.000 | 15.000 | $1,388.60 | $0.00 | $20,829.00 | |
0047 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,079.000 | 2,079.000 | 1,137.560 | $3.68 | $0.00 | $4,186.22 | |
0048 | REMOVE AND RECONSTRUCT GUARDRAIL | 625(D) 1254 | LF | 75.000 | 75.000 | 0.000 | $15.85 | $0.00 | $0.00 | |
0049 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 55.000 | 55.000 | 52.000 | $10.60 | $0.00 | $551.20 | |
8004 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 0.000 | 1,235.000 | 1,235.000 | 1,235.000 | $4.00 | $4,940.00 | $4,940.00 |
Subtotals For Category 0100/ROADWAY | $51,740.00 | $1,580,248.48 | ||||||||
Fed/State Project Number: BRFY-141B(206) | Project: 24180(08) | Category: 0200/BRIDGE 'A' | ||||||||
0050 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $20.90 | $0.00 | $1,672.00 | |
0051 | CLSM BACKFILL | 501(G) 6309 | CY | 164.000 | 164.000 | 219.000 | $123.15 | $0.00 | $26,969.85 | |
0052 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 777.000 | 777.000 | 777.000 | $178.19 | $0.00 | $138,453.63 | |
0053 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $174.36 | $0.00 | $39,196.13 | |
0054 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,091.100 | 1,091.100 | 1,091.100 | $3.47 | $0.00 | $3,786.12 | |
0055 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 487.000 | 487.000 | 487.000 | $74.32 | $0.00 | $36,193.84 | |
0056 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.65 | $0.00 | $3,832.50 | |
0057 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $729.88 | $0.00 | $5,839.04 | |
0058 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,925.54 | $0.00 | $46,808.64 | |
0059 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $424.25 | $0.00 | $6,788.00 | |
0060 | CLASS AA CONCRETE | 509(A) 1326 | CY | 258.400 | 258.400 | 258.400 | $454.98 | $0.00 | $117,566.83 | |
0061 | CLASS A CONCRETE | 509(B) 1328 | CY | 122.600 | 122.600 | 122.600 | $425.16 | $0.00 | $52,124.61 | |
0062 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 13.940 | $463.46 | $0.00 | $6,460.63 | |
0063 | REINFORCING STEEL | 511(A) 1332 | LB | 560.000 | 560.000 | 560.000 | $1.74 | $0.00 | $974.40 | |
0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 76,520.000 | 76,520.000 | 76,520.000 | $1.13 | $0.00 | $86,467.60 | |
0065 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,048.000 | 1,048.000 | 1,048.000 | $25.91 | $0.00 | $27,153.68 | |
0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,048.000 | 1,048.000 | 1,017.700 | $11.00 | $0.00 | $11,194.70 | |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 868.000 | 868.000 | 868.000 | $3.85 | $0.00 | $3,341.80 | |
0068 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 282.000 | 282.000 | 282.000 | $727.36 | $0.00 | $205,115.52 | |
0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 163.000 | $4.40 | $0.00 | $717.20 | |
0070 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 1.800 | $165.00 | $0.00 | $297.00 | |
0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 810.000 | 810.000 | 661.230 | $38.84 | $0.00 | $25,682.16 | |
0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 175.000 | 175.000 | 115.050 | $30.86 | $0.00 | $3,550.44 | |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $35.47 | $0.00 | $2,979.48 | |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 80.000 | 80.000 | 80.000 | $23.96 | $0.00 | $1,916.80 | |
0075 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $27,500.00 | $0.00 | $27,500.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $882,582.60 | ||||||||
Fed/State Project Number: BRFY-141B(206) | Project: 24180(08) | Category: 0201/BRIDGE 'B' | ||||||||
0076 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 260.000 | 260.000 | 260.000 | $11.00 | $0.00 | $2,860.00 | |
0077 | CLSM BACKFILL | 501(G) 6309 | CY | 186.800 | 186.800 | 186.800 | $101.15 | $0.00 | $18,894.82 | |
0078 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,196.000 | 1,196.000 | 1,196.000 | $205.12 | $0.00 | $245,323.52 | |
0079 | APPROACH SLAB | 504(A) 1304 | SY | 262.400 | 262.400 | 262.400 | $174.36 | $0.00 | $45,752.06 | |
0080 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,598.600 | 1,598.600 | 1,598.600 | $3.47 | $0.00 | $5,547.14 | |
0081 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 51.050 | 51.050 | 51.050 | $330.50 | $0.00 | $16,872.03 | |
0082 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 719.100 | 719.100 | 719.100 | $74.32 | $0.00 | $53,443.51 | |
0083 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,660.000 | 1,660.000 | 1,660.000 | $3.65 | $0.00 | $6,059.00 | |
0084 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,831.54 | $0.00 | $22,652.32 | |
0085 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,831.54 | $0.00 | $45,304.64 | |
0086 | CLASS AA CONCRETE | 509(A) 1326 | CY | 355.700 | 355.700 | 355.700 | $427.48 | $0.00 | $152,054.64 | |
0087 | CLASS A CONCRETE | 509(B) 1328 | CY | 226.500 | 226.500 | 226.500 | $425.16 | $0.00 | $96,298.73 | |
0088 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 7.870 | $463.46 | $0.00 | $3,647.43 | |
0089 | REINFORCING STEEL | 511(A) 1332 | LB | 980.000 | 980.000 | 980.000 | $1.74 | $0.00 | $1,705.20 | |
0090 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 122,570.000 | 122,570.000 | 122,570.000 | $1.13 | $0.00 | $138,504.10 | |
0091 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 316.000 | 316.000 | 314.000 | $25.62 | $0.00 | $8,044.68 | |
0092 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,342.000 | 1,342.000 | 1,342.000 | $31.44 | $0.00 | $42,192.48 | |
0093 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 316.000 | 316.000 | 305.160 | $11.00 | $0.00 | $3,356.76 | |
0094 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,342.000 | 1,342.000 | 1,286.480 | $11.00 | $0.00 | $14,151.28 | |
0095 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,421.000 | 1,421.000 | 1,421.000 | $3.85 | $0.00 | $5,470.85 | |
0096 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 288.000 | 288.000 | 288.000 | $760.32 | $0.00 | $218,972.16 | |
0097 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 49.700 | 49.700 | 49.700 | $4.40 | $0.00 | $218.68 | |
0098 | SEALER RESIN | 523(B) 6560 | GAL | 0.600 | 0.600 | 0.600 | $165.00 | $0.00 | $99.00 | |
0099 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 580.000 | 580.000 | 638.130 | $38.84 | $0.00 | $24,784.96 | |
0100 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 120.000 | 120.000 | 119.420 | $30.86 | $0.00 | $3,685.30 | |
0101 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 100.000 | 100.000 | 100.000 | $35.17 | $0.00 | $3,517.00 | |
0102 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 36.000 | 36.000 | 36.000 | $26.35 | $0.00 | $948.60 | |
0103 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $38,500.00 | $0.00 | $38,500.00 | |
8001 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 0.000 | 16.000 | 16.000 | 16.000 | $424.25 | $6,788.00 | $6,788.00 |
Subtotals For Category 0201/BRIDGE 'B' | $6,788.00 | $1,225,648.89 | ||||||||
Fed/State Project Number: BRFY-141B(206) | Project: 24180(08) | Category: 0202/BRIDGE 'C' | ||||||||
0104 | CLASS AA CONCRETE | 509(A) 1326 | CY | 8.900 | 8.900 | 8.900 | $977.48 | $0.00 | $8,699.57 | |
0105 | REINFORCING STEEL | 511(A) 1332 | LB | 270.000 | 270.000 | 270.000 | $1.66 | $0.00 | $448.20 | |
0106 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 950.000 | 950.000 | 950.000 | $1.79 | $0.00 | $1,700.50 | |
0107 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
Subtotals For Category 0202/BRIDGE 'C' | $0.00 | $11,948.27 | ||||||||
Fed/State Project Number: BRFY-141B(206) | Project: 24180(08) | Category: 0300/TRAFFIC CONTROL | ||||||||
0108 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 3.000 | 3.000 | 3.000 | $53.00 | $0.00 | $159.00 | |
0109 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 20.000 | 20.000 | 20.000 | $106.00 | $0.00 | $2,120.00 | |
0110 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 210.000 | 210.000 | 44.000 | $127.20 | $0.00 | $5,596.80 | |
0111 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 12.500 | 12.500 | 12.500 | $14.84 | $0.00 | $185.50 | |
0112 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 28.000 | 28.000 | 21.000 | $8.48 | $0.00 | $178.08 | |
0113 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 15,500.000 | 15,500.000 | 37,502.000 | $0.66 | $0.00 | $24,751.32 | |
0114 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 2.000 | $530.00 | $0.00 | $1,060.00 | |
0115 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 21,000.000 | 21,000.000 | 42.000 | 16,391.000 | $0.27 | $11.34 | $4,425.57 |
0116 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,260.000 | 1,260.000 | 30.000 | 5,688.000 | $2.12 | $63.60 | $12,058.56 |
0117 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,620.000 | 4,620.000 | 97.000 | 5,275.000 | $0.80 | $77.60 | $4,220.00 |
0118 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,100.000 | 2,100.000 | 3,845.000 | $1.06 | $0.00 | $4,075.70 | |
0119 | WING BARRICADES | 880(C) 8848 | SD | 840.000 | 840.000 | 60.000 | 1,260.000 | $1.06 | $63.60 | $1,335.60 |
0120 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,980.000 | 7,980.000 | 97.000 | 10,627.000 | $0.11 | $10.67 | $1,168.97 |
0121 | DRUMS | 880(F) 8878 | SD | 2,100.000 | 2,100.000 | 4,967.000 | $0.27 | $0.00 | $1,341.09 | |
0122 | CHANNELIZER CONES | 880(G) 8890 | SD | 6,300.000 | 6,300.000 | 2,167.000 | $0.16 | $0.00 | $346.72 | |
0123 | FLAGGER | 880(I) 8902 | SD | 60.000 | 60.000 | 0.000 | $307.40 | $0.00 | $0.00 | |
8002 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 0.000 | 200.000 | 200.000 | $28.80 | $0.00 | $5,760.00 | |
8003 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 0.000 | 16,000.000 | 16,000.000 | $0.20 | $0.00 | $3,200.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $226.81 | $71,982.91 | ||||||||
Fed/State Project Number: BRFY-141B(206) | Project: 24180(08) | Category: 0600/STAKING | ||||||||
0124 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $18,682.50 | $0.00 | $14,011.88 | |
Subtotals For Category 0600/STAKING | $0.00 | $14,011.88 | ||||||||
Fed/State Project Number: BRFY-141B(206) | Project: 24180(08) | Category: 0640/CONSTRUCTION | ||||||||
0125 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $3,763.00 | $0.00 | $1,881.50 | |
0126 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 0.000 | $7,367.00 | $0.00 | $0.00 | |
0127 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $192,940.93 | $0.00 | $192,940.94 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $194,822.44 | ||||||||
Subtotals For Project BRFY-141B(206) /24180(08) | $58,754.81 | $3,981,245.47 |