Contract ID: | 100603 | Estimate Number: | 0017 | Contract No: | 610767 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | BRFY-131B(067) | ||||||||||||
Primary Job Piece No: | 23102(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-9: OVER KINGS CREEK, 1.0 MILE EAST OF THE SH-2 JUNCTION. PROJECT LENGTH = 0.232 MILES. | ||||||||||||
Primary County: | HASKELL | ||||||||||||
Name of Road: | SH-9 | ||||||||||||
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: | 10/21/2010 | NTP Effective Date: | 03/07/2011 | Pay Period: | 04/16/2012 TO 04/30/2012 |
Date Awarded: | 11/08/2010 | Date Work Began: | 04/12/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 11/23/2010 | Date Time Stopped: | Current Time Charged: | 209.00 | |
Date NTP Issued: | 11/24/2010 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 04/15/2013 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 116.11 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,770,283.64 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,759,826.88 | Participating: | $1,438,243.71 | $1,434,085.49 | $4,158.22 | ||
Percent Complete: | 80.21 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $350,404.77 | Total Earnings: | $1,438,243.71 | $1,434,085.49 | $4,158.22 | ||
Unearned Balance: | $339,948.01 | Stockpiled Materials: | $927.74 | $927.74 | $0.00 | ||
Gross Earnings: | $1,439,171.45 | $1,435,013.23 | $4,158.22 | ||||
Other Adjustments: | $2,457.42 | $2,457.42 | $0.00 | ||||
Liq Dam/Disincentive: | $-21,750.00 | $-21,750.00 | $0.00 | ||||
TOTAL: | $1,419,878.87 | $1,415,720.65 | $4,158.22 |
Contract ID: | 100603 | Estimate Number: | 0017 | Primary JP: | 23102(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Asphalt Binder Adjustment | Approved | 06/22/2011 | 0.0 | $10,456.76 |
002 | Contr. remobilized due to rock in header. | Pending | 0 | 7.0 | $19,337.13 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
23102(04) | 0027 | MOH for Class C Concrete | Stockpiled Material Initial Payment | 0011 | $694.14 |
23102(04) | 0029 | MOH for 18" Corr. Galv. Steel Pipe | Stockpiled Material Initial Payment | 0005 | $936.98 |
23102(04) | 0029 | MOH for 18" Corr. Galv. Steel Pipe | Stockpiled Material Adjustment | 0007 | $-936.98 |
23102(04) | 0030 | MOH for 24" Corr. Galv. Steel Pipe | Stockpiled Material Adjustment | 0007 | $-1,538.23 |
23102(04) | 0030 | MOH for 24" Corr. Galv. Steel Pipe | Stockpiled Material Initial Payment | 0005 | $1,538.22 |
23102(04) | 0032 | MOH for 21"x15" Corr. Galv. Steel Pipe Arch | Stockpiled Material Initial Payment | 0005 | $1,798.70 |
23102(04) | 0032 | MOH for 21"x15" Corr. Galv. Steel Pipe Arch | Stockpiled Material Adjustment | 0006 | $-1,798.70 |
23102(04) | 0033 | MOH for 35"x24" Corr. Galv. Steel Pipe Arch | Stockpiled Material Adjustment | 0016 | $-1,453.18 |
23102(04) | 0033 | MOH for 35"x24" Corr. Galv. Steel Pipe Arch | Stockpiled Material Initial Payment | 0005 | $1,453.18 |
23102(04) | 0036 | MOH for Type B4 Culvert End Treatment | Stockpiled Material Initial Payment | 0011 | $31.20 |
23102(04) | 0037 | MOH for TYPE B6 Culvert End Treatment | Stockpiled Material Initial Payment | 0011 | $124.00 |
23102(04) | 0038 | MOH for TYPE AA6 CULVERT END TREATMENT | Stockpiled Material Initial Payment | 0011 | $65.60 |
23102(04) | 0039 | MOH for Outlet Lateral Headwall | Stockpiled Material Initial Payment | 0011 | $12.80 |
23102(04) | 0054 | MOH for Prestressed Concrete Beams(TypeIII) | Stockpiled Material Adjustment | 0010 | $-136,313.99 |
23102(04) | 0054 | MOH for Prestressed Concrete Beams(TypeIII) | Stockpiled Material Initial Payment | 0001 | $136,313.99 |
23102(04) | 0055 | MOH For Approach Slab | Stockpiled Material Adjustment | 0013 | $-7,367.36 |
23102(04) | 0055 | MOH For Approach Slab | Stockpiled Material Initial Payment | 0011 | $7,367.36 |
23102(04) | 0057 | MOH for Concrete Rail (TR4) | Stockpiled Material Adjustment | 0013 | $-126.00 |
23102(04) | 0057 | MOH for Concrete Rail (TR4) | Stockpiled Material Adjustment | 0012 | $-3,654.11 |
23102(04) | 0057 | MOH for Concrete Rail (TR4) | Stockpiled Material Initial Payment | 0011 | $3,780.11 |
23102(04) | 0064 | MOH for Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0011 | $22,339.31 |
23102(04) | 0064 | MOH for Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-20,415.71 |
23102(04) | 0064 | MOH for Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0011 | $-1,923.60 |
23102(04) | 0068 | MOH for Drilled Shafts 60" Diameter | Stockpiled Material Adjustment | 0008 | $-5,751.19 |
23102(04) | 0068 | MOH for Drilled Shafts 60" Diameter | Stockpiled Material Initial Payment | 0008 | $10,099.65 |
23102(04) | 0068 | MOH for Drilled Shafts 60" Diameter | Stockpiled Material Adjustment | 0009 | $-4,348.46 | Subtotals For Stockpile Payments | $927.73 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0014 | --22 | $750.00 | $-16,500.00 |
System Application of Liquidated Damages | 0015 | --7.0 | $750.00 | $-5,250.00 | Subtotals For Liquidated Damages | $-21,750.00 |
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 |
23102(04) | 0012 | AGGREGATE BASE TYPE A | * Overrun | 0014 | -72.55 | $30.45 | $-2,209.15 |
23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,874.00 | $4.05 | $7,601.23 |
23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0007 | -70.00 | $65.62 | $-4,593.40 |
23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 438.00 | $3.11 | $1,362.68 |
23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 616.00 | $4.63 | $2,855.53 |
23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0007 | -41.14 | $68.24 | $-2,807.39 |
23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 69.73 | $3.55 | $247.93 | Subtotals For Line Item Adjustments | $2,457.43 | * = User applied Line Item Adjustments |
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: | 100603 | Estimate Number: | 0017 | Primary JP: | 23102(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-131B(067) | Project: 23102(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,200.00 | $0.00 | $4,200.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 19,623.000 | 19,623.000 | 922.000 | 19,623.300 | $4.51 | $4,158.22 | $88,501.08 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 15,773.000 | 15,773.000 | 0.000 | 24,287.500 | $5.10 | $0.00 | $123,866.25 |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.700 | $5,061.00 | $0.00 | $3,542.70 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 925.000 | 925.000 | 1,400.000 | $2.10 | $0.00 | $2,940.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 126.000 | 126.000 | 0.000 | $7.35 | $0.00 | $0.00 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 650.000 | 650.000 | 0.000 | $1.51 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 31,404.000 | 31,404.000 | 0.000 | $1.51 | $0.00 | $0.00 | |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 6.490 | 6.490 | 0.000 | $204.75 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.490 | 6.490 | 0.000 | $189.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 13.000 | 13.000 | 0.000 | $89.25 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,451.000 | 1,451.000 | 0.000 | 1,244.480 | $30.45 | $0.00 | $37,894.42 |
0013 | FLY ASH | 307(A) 4200 | TON | 331.000 | 331.000 | 0.000 | $54.75 | $0.00 | $0.00 | |
0014 | LIME | 307(D) 4230 | TON | 20.000 | 20.000 | 0.000 | $164.16 | $0.00 | $0.00 | |
0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 6,125.000 | 6,125.000 | 0.000 | 6,639.900 | $2.62 | $0.00 | $17,396.54 |
0016 | LIME PRETREATMENT | 307(G) 4260 | SY | 1,838.000 | 1,838.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 6,125.000 | 6,125.000 | 0.000 | 5,600.000 | $1.52 | $0.00 | $8,512.00 |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,539.000 | 1,539.000 | 0.000 | 196.640 | $14.99 | $0.00 | $2,947.63 |
0019 | TACK COAT | 407(B) 0250 | GAL | 1,765.000 | 1,765.000 | 0.000 | 550.000 | $3.62 | $0.00 | $1,991.00 |
0020 | PRIME COAT | 408 5774 | GAL | 3,908.000 | 3,908.000 | 0.000 | 700.000 | $5.66 | $0.00 | $3,962.00 |
0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 458.000 | 458.000 | 0.000 | $76.26 | $0.00 | $0.00 | |
0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 3,427.000 | 3,427.000 | 2,312.000 | $65.62 | $0.00 | $151,713.44 | |
0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 403.000 | 403.000 | 0.000 | $78.89 | $0.00 | $0.00 | |
0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,141.000 | 1,141.000 | 685.730 | $68.24 | $0.00 | $46,794.22 | |
0025 | COLD MILLING PAVEMENT | 412 5267 | SY | 922.000 | 922.000 | 0.000 | $3.38 | $0.00 | $0.00 | |
0026 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 2,089.000 | 2,089.000 | 1,973.000 | $2.10 | $0.00 | $4,143.30 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 117.000 | 117.000 | 0.000 | $283.50 | $0.00 | $0.00 | |
0028 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 94.000 | 94.000 | 94.000 | $81.22 | $0.00 | $7,634.68 | |
0029 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 46.000 | 46.000 | 0.000 | 46.000 | $25.33 | $0.00 | $1,165.18 |
0030 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 74.000 | 74.000 | 0.000 | 74.000 | $28.14 | $0.00 | $2,082.36 |
0031 | 72" CORR. GALV. STEEL PIPE | 613(B) 0698 | LF | 500.000 | 500.000 | 0.000 | 500.000 | $78.75 | $0.00 | $39,375.00 |
0032 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 126.000 | 126.000 | 0.000 | 126.000 | $23.10 | $0.00 | $2,910.60 |
0033 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 53.000 | 53.000 | 0.000 | 53.000 | $33.31 | $0.00 | $1,765.43 |
0034 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 75.000 | 75.000 | 0.000 | $10.68 | $0.00 | $0.00 | |
0035 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 25.000 | 25.000 | 0.000 | $10.68 | $0.00 | $0.00 | |
0036 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 1.000 | 1.000 | 0.000 | $1,048.95 | $0.00 | $0.00 | |
0037 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 5.000 | 5.000 | 0.000 | $924.00 | $0.00 | $0.00 | |
0038 | TYPE AA6 CULVERT END TREATMENT | 613(M) 7201 | EA | 2.000 | 2.000 | 0.000 | $1,470.00 | $0.00 | $0.00 | |
0039 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $934.50 | $0.00 | $0.00 | |
0040 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,167.000 | 9,167.000 | 9,167.840 | $1.87 | $0.00 | $17,143.86 | |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 550.000 | 550.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0043 | SAWING PAVEMENT | 619(C) 0924 | LF | 468.000 | 468.000 | 791.000 | $5.25 | $0.00 | $4,152.75 | |
0044 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,113.000 | 1,113.000 | 1,113.000 | $16.54 | $0.00 | $18,409.02 | |
0045 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,493.75 | $0.00 | $9,975.00 | |
0046 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,968.75 | $0.00 | $7,875.00 | |
0047 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,926.000 | 2,926.000 | 2,020.000 | $3.91 | $0.00 | $7,898.20 | |
0048 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 0.000 | $68.25 | $0.00 | $0.00 | |
0049 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0050 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0051 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 3.000 | 3.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $10,456.76 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $4,158.22 | $620,891.66 | ||||||||
Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0200/BRIDGE "A" | ||||||||
0052 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $12.60 | $0.00 | $1,260.00 | |
0053 | CLSM BACKFILL | 501(G) 6309 | CY | 197.000 | 197.000 | 48.000 | $134.03 | $0.00 | $6,433.44 | |
0054 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 895.010 | 895.010 | 0.000 | 895.000 | $198.61 | $0.00 | $177,755.95 |
0055 | APPROACH SLAB | 504(A) 1304 | SY | 246.400 | 246.400 | 0.000 | 246.000 | $189.00 | $0.00 | $46,494.00 |
0056 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,117.200 | 1,117.200 | 0.000 | $3.78 | $0.00 | $0.00 | |
0057 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 457.000 | 457.000 | 0.000 | 457.000 | $58.22 | $0.00 | $26,606.55 |
0058 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,170.000 | 1,170.000 | 0.000 | 1,170.000 | $1.48 | $0.00 | $1,731.60 |
0059 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 0.000 | 10.000 | $323.09 | $0.00 | $3,230.90 |
0060 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 20.000 | 20.000 | 0.000 | 20.000 | $2,477.58 | $0.00 | $49,551.60 |
0061 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 20.000 | 20.000 | 0.000 | 20.000 | $126.00 | $0.00 | $2,520.00 |
0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 242.600 | 242.600 | 0.000 | 269.560 | $451.71 | $0.00 | $121,762.95 |
0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 139.900 | 139.900 | 152.350 | $446.01 | $0.00 | $67,949.62 | |
0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 71,430.000 | 71,430.000 | 0.000 | 71,410.000 | $0.92 | $0.00 | $65,697.20 |
0065 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 512.000 | 512.000 | 512.000 | $26.01 | $0.00 | $13,317.12 | |
0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 512.000 | 512.000 | 0.000 | 415.000 | $10.50 | $0.00 | $4,357.53 |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 827.000 | 827.000 | 0.000 | $3.31 | $0.00 | $0.00 | |
0068 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 164.000 | 164.000 | 0.000 | 164.000 | $547.60 | $0.00 | $89,806.40 |
0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 186.000 | 186.000 | 0.000 | $5.04 | $0.00 | $0.00 | |
0070 | SEALER RESIN | 523(B) 6560 | GAL | 1.300 | 1.300 | 0.000 | $262.50 | $0.00 | $0.00 | |
0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 650.000 | 650.000 | 0.000 | 673.390 | $28.90 | $0.00 | $19,460.97 |
0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 130.000 | 130.000 | 0.000 | 67.630 | $23.77 | $0.00 | $1,607.57 |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 94.000 | 94.000 | 0.000 | 94.000 | $21.00 | $0.00 | $1,974.00 |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 22.000 | 22.000 | 0.000 | 22.000 | $21.00 | $0.00 | $462.00 |
0075 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,600.00 | $0.00 | $12,600.00 | |
Subtotals For Category 0200/BRIDGE "A" | $0.00 | $714,579.40 | ||||||||
Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0300/TRAFFIC | ||||||||
0076 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 6.000 | 6.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0077 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 57.500 | 57.500 | 0.000 | $11.55 | $0.00 | $0.00 | |
0078 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 111.500 | 111.500 | 0.000 | $5.51 | $0.00 | $0.00 | |
0079 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 2.000 | 2.000 | 0.000 | $23.10 | $0.00 | $0.00 | |
0080 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 27.000 | 27.000 | 27.000 | $15.75 | $0.00 | $425.25 | |
0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,600.000 | 6,600.000 | 5,766.000 | $0.49 | $0.00 | $2,825.34 | |
0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 13,200.000 | 13,200.000 | 10,032.000 | $0.26 | $0.00 | $2,608.32 | |
0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,850.000 | 1,850.000 | 0.000 | $0.42 | $0.00 | $0.00 | |
0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 2,064.000 | $0.26 | $0.00 | $536.64 | |
0085 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 180.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,640.000 | 8,640.000 | 2,011.000 | $0.02 | $0.00 | $40.22 | |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,160.000 | 2,160.000 | 5,038.000 | $2.10 | $0.00 | $10,579.80 | |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,240.000 | 3,240.000 | 4,168.000 | $0.05 | $0.00 | $208.40 | |
0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,600.000 | 3,600.000 | 1,621.000 | $0.02 | $0.00 | $32.42 | |
0090 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 1,152.000 | $4.20 | $0.00 | $4,838.40 | |
0091 | VERTICAL PANELS | 880(D) 8854 | SD | 16,200.000 | 16,200.000 | 9,292.000 | $0.02 | $0.00 | $185.84 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,440.000 | 10,440.000 | 6,194.000 | $0.02 | $0.00 | $123.88 | |
0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 21,600.000 | 21,600.000 | 6,344.000 | $0.02 | $0.00 | $126.88 | |
0094 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 5,400.000 | 5,804.000 | $0.02 | $0.00 | $116.08 | |
0095 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $22,647.47 | ||||||||
Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0600/STAKING | ||||||||
0096 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $10,080.00 | $0.00 | $9,072.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $9,072.00 | ||||||||
Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0640/CONSTRUCTION | ||||||||
0097 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,150.00 | $0.00 | $2,362.50 | |
0098 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
0099 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $63,440.68 | $0.00 | $63,440.68 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $71,053.18 | ||||||||
Subtotals For Project BRFY-131B(067) /23102(04) | $4,158.22 | $1,438,243.71 |