Contract ID: | 110421 | Estimate Number: | 0020 | Contract No: | 710403 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | BRFY-018N(050) | ||||||||||||
Primary Job Piece No: | 24220(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-60: OVER BIG CABIN CREEK, 3.7 MILES EAST OF THE SH-66 JUNCTION. PROJECT LENGTH = 0.207 MILES. | ||||||||||||
Primary County: | CRAIG | ||||||||||||
Name of Road: | US-60 | ||||||||||||
Prime Contractor: | B & B BRIDGE COMPANY, LLC | ||||||||||||
411 SIXTH STREET | |||||||||||||
ST. PAUL , KS 66771 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 12/19/2011 | Pay Period: | 10/01/2012 TO 10/15/2012 |
Date Awarded: | 10/03/2011 | Date Work Began: | 12/09/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 10/14/2011 | Date Time Stopped: | Current Time Charged: | 214.00 | |
Date NTP Issued: | 11/10/2011 | Completion Date: | Current Time Allowed: | 196.00 | |
General Liability Expires: | 03/31/2013 | Workman's Comp Expires: | 03/31/2013 | Percent Time Used: | 109.18 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $3,230,885.09 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,181,543.16 | Participating: | $2,830,599.41 | $2,690,862.85 | $139,736.56 | ||
Percent Complete: | 87.08 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $417,518.41 | Total Earnings: | $2,830,599.41 | $2,690,862.85 | $139,736.56 | ||
Unearned Balance: | $368,176.48 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,830,599.41 | $2,690,862.85 | $139,736.56 | ||||
Other Adjustments: | $767.27 | $767.27 | $0.00 | ||||
Liq Dam/Disincentive: | $-18,000.00 | $-5,000.00 | $-13,000.00 | ||||
TOTAL: | $2,813,366.68 | $2,686,630.12 | $126,736.56 |
Contract ID: | 110421 | Estimate Number: | 0020 | Primary JP: | 24220(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Supplemental agreement to remove bridge abutments. | Approved | 03/19/2012 | 7.0 | $22,658.73 |
002 | Supplemental agreement for pipe under drain | Approved | 04/09/2012 | 5.0 | $23,347.20 |
003 | Supplemental agreement to add temporary barrier wall | Approved | 04/09/2012 | 4.0 | $3,336.00 |
004 | Add Fly Ash | Pending | 0 | 0.0 | $5,624.46 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24220(04) | 0032 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Initial Payment | 0004 | $163,827.21 |
24220(04) | 0032 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0006 | $-54,609.07 |
24220(04) | 0032 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0008 | $-54,609.07 |
24220(04) | 0032 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0007 | $-54,609.07 |
24220(04) | 0059 | PRESTRESSEC CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0016 | $-163,827.21 |
24220(04) | 0059 | PRESTRESSEC CONCRETE BEAMS (TYPE IV) | Stockpiled Material Initial Payment | 0004 | $163,827.21 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0019 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0020 | --13 | $1,000.00 | $-13,000.00 | Subtotals For Liquidated Damages | $-18,000.00 |
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 |
24220(04) | 0016 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 429.32 | $0.55 | $239.37 |
24220(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 280.27 | $-0.24 | $-67.98 |
24220(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 304.48 | $-0.24 | $-73.85 |
24220(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0002 | -280.27 | $22.54 | $-6,317.29 |
24220(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0003 | 280.27 | $22.54 | $6,317.29 |
24220(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 3.99 | $-0.13 | $-0.55 |
24220(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 674.71 | $0.55 | $376.19 |
24220(04) | 0018 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 412.54 | $0.63 | $262.87 |
24220(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 211.94 | $-0.27 | $-58.75 |
24220(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 141.19 | $0.63 | $89.97 |
24220(04) | 0043 | EPOXY COATED REINFORCING STEEL | * Missing Material Certification | 0004 | -11,230.00 | $0.65 | $-7,299.50 |
24220(04) | 0043 | EPOXY COATED REINFORCING STEEL | * Missing Material Certification | 0006 | 11,230.00 | $0.65 | $7,299.50 |
24220(04) | 0084 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Missing Material Certification | 0002 | -12,725.00 | $0.15 | $-1,908.75 |
24220(04) | 0084 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Missing Material Certification | 0004 | 12,725.00 | $0.15 | $1,908.75 | Subtotals For Line Item Adjustments | $767.27 | * = 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: | 110421 | Estimate Number: | 0020 | Primary JP: | 24220(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-018N(050) | Project: 24220(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.500 | $6,000.00 | $0.00 | $3,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,271.000 | 3,271.000 | 1,874.500 | $5.00 | $0.00 | $9,372.50 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 3,383.000 | 3,383.000 | 3,383.000 | $7.00 | $0.00 | $23,681.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $10,000.00 | $0.00 | $5,000.00 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,601.000 | 1,601.000 | 1,124.000 | $2.25 | $0.00 | $2,529.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 56.000 | 56.000 | 322.000 | $17.95 | $0.00 | $5,779.90 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,214.000 | 12,214.000 | 0.000 | $1.39 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 13.000 | 13.000 | 0.000 | $84.00 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 1,544.000 | 1,544.000 | 752.550 | 1,505.060 | $50.00 | $37,627.50 | $75,253.00 |
0010 | LIME | 307(D) 4230 | TON | 137.000 | 137.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0011 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 7,568.000 | 7,568.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 9,205.000 | 9,205.000 | 4,483.780 | 8,967.560 | $1.75 | $7,846.62 | $15,693.24 |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 809.000 | 809.000 | 446.990 | $30.00 | $0.00 | $13,409.70 | |
0014 | TACK COAT | 407(B) 0250 | GAL | 1,405.000 | 1,405.000 | 562.500 | $2.50 | $0.00 | $1,406.25 | |
0015 | PRIME COAT | 408 5774 | GAL | 2,789.000 | 2,789.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 760.000 | 760.000 | 429.320 | $106.00 | $0.00 | $45,507.92 | |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,838.000 | 1,838.000 | 716.780 | 1,980.230 | $98.00 | $70,244.44 | $194,062.54 |
0018 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 870.000 | 870.000 | 412.540 | $115.00 | $0.00 | $47,442.10 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 538.000 | 538.000 | 353.130 | $105.00 | $0.00 | $37,078.65 | |
0020 | COLD MILLING PAVEMENT | 412 5267 | SY | 3,372.000 | 3,372.000 | 3,377.760 | $3.50 | $0.00 | $11,822.16 | |
0021 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0022 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 200.000 | 200.000 | 500.000 | $40.00 | $0.00 | $20,000.00 | |
0023 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,318.000 | 8,318.000 | 6,493.760 | $4.00 | $0.00 | $25,975.04 | |
0024 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 849.000 | 849.000 | 849.000 | $2.00 | $0.00 | $1,698.00 | |
0025 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 160.000 | 160.000 | 160.000 | $12.00 | $0.00 | $1,920.00 | |
0026 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,228.000 | 1,228.000 | 600.000 | $18.00 | $0.00 | $10,800.00 | |
0027 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0028 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 2.000 | $1,000.00 | $0.00 | $2,000.00 | |
0029 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 30.000 | 30.000 | 14.000 | $5.00 | $0.00 | $70.00 | |
8002 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 0.000 | 1,140.000 | 1,140.000 | $20.48 | $0.00 | $23,347.20 | |
Subtotals For Category 0100/ROADWAY | $115,718.56 | $581,248.20 | ||||||||
Fed/State Project Number: BRFY-018N(050) | Project: 24220(04) | Category: 0200/BRIDGE 'A' | ||||||||
0030 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 285.000 | 285.000 | 285.000 | $25.00 | $0.00 | $7,125.00 | |
0031 | CLSM BACKFILL | 501(G) 6309 | CY | 285.000 | 285.000 | 285.000 | $110.00 | $0.00 | $31,350.00 | |
0032 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,179.000 | 1,179.000 | 1,179.000 | $225.00 | $0.00 | $265,275.00 | |
0033 | APPROACH SLAB | 504(A) 1304 | SY | 429.200 | 429.200 | 429.200 | $175.00 | $0.00 | $75,110.00 | |
0034 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,690.000 | 1,690.000 | 1,690.000 | $4.00 | $0.00 | $6,760.00 | |
0035 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 56.200 | 56.200 | 56.200 | $400.00 | $0.00 | $22,480.00 | |
0036 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 800.600 | 800.600 | 800.600 | $60.00 | $0.00 | $48,036.00 | |
0037 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,700.000 | 1,700.000 | 1,700.000 | $3.00 | $0.00 | $5,100.00 | |
0038 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $3,000.00 | $0.00 | $24,000.00 | |
0039 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $3,000.00 | $0.00 | $48,000.00 | |
0040 | CLASS AA CONCRETE | 509(A) 1326 | CY | 494.600 | 494.600 | 339.700 | $100.00 | $0.00 | $33,970.00 | |
0041 | CLASS A CONCRETE | 509(B) 1328 | CY | 286.900 | 286.900 | 286.900 | $450.00 | $0.00 | $129,105.00 | |
0042 | REINFORCING STEEL | 511(A) 1332 | LB | 420.000 | 420.000 | 420.000 | $3.00 | $0.00 | $1,260.00 | |
0043 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 162,670.000 | 162,670.000 | 131,870.000 | $0.65 | $0.00 | $85,715.50 | |
0044 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 156.000 | 156.000 | 156.000 | $30.00 | $0.00 | $4,680.00 | |
0045 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 631.000 | 631.000 | 631.000 | $40.00 | $0.00 | $25,240.00 | |
0046 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 156.000 | 156.000 | 139.833 | $25.00 | $0.00 | $3,495.83 | |
0047 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 631.000 | 631.000 | 573.286 | $20.00 | $0.00 | $11,465.72 | |
0048 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,497.000 | 1,497.000 | 1,497.000 | $3.50 | $0.00 | $5,239.50 | |
0049 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 136.000 | 136.000 | 109.100 | $850.00 | $0.00 | $92,735.00 | |
0050 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 55.000 | 55.000 | 55.000 | $5.00 | $0.00 | $275.00 | |
0051 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $110.00 | $0.00 | $110.00 | |
0052 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 972.000 | 972.000 | 748.960 | $30.00 | $0.00 | $22,468.80 | |
0053 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 213.000 | 213.000 | 212.350 | $25.00 | $0.00 | $5,308.75 | |
0054 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 108.000 | 108.000 | 108.000 | $35.00 | $0.00 | $3,780.00 | |
0055 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 80.000 | 80.000 | 80.000 | $35.00 | $0.00 | $2,800.00 | |
0056 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
8000 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 0.000 | 1.000 | 1.000 | $22,658.73 | $0.00 | $22,658.73 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,023,543.83 | ||||||||
Fed/State Project Number: BRFY-018N(050) | Project: 24220(04) | Category: 0201/BRIDGE 'B' | ||||||||
0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 285.000 | 285.000 | 285.000 | $25.00 | $0.00 | $7,125.00 | |
0058 | CLSM BACKFILL | 501(G) 6309 | CY | 285.000 | 285.000 | 285.000 | $110.00 | $0.00 | $31,350.00 | |
0059 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,179.000 | 1,179.000 | 1,179.000 | $225.00 | $0.00 | $265,275.00 | |
0060 | APPROACH SLAB | 504(A) 1304 | SY | 429.200 | 429.200 | 429.200 | $175.00 | $0.00 | $75,110.00 | |
0061 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,690.000 | 1,690.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0062 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 56.200 | 56.200 | 56.200 | $400.00 | $0.00 | $22,480.00 | |
0063 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 800.600 | 800.600 | 400.300 | 800.600 | $60.00 | $24,018.00 | $48,036.00 |
0064 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,700.000 | 1,700.000 | 1,700.000 | $3.00 | $0.00 | $5,100.00 | |
0065 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $3,000.00 | $0.00 | $24,000.00 | |
0066 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $3,000.00 | $0.00 | $48,000.00 | |
0067 | CLASS AA CONCRETE | 509(A) 1326 | CY | 494.600 | 494.600 | 339.700 | $100.00 | $0.00 | $33,970.00 | |
0068 | CLASS A CONCRETE | 509(B) 1328 | CY | 287.000 | 287.000 | 287.000 | $450.00 | $0.00 | $129,150.00 | |
0069 | REINFORCING STEEL | 511(A) 1332 | LB | 420.000 | 420.000 | 420.000 | $3.00 | $0.00 | $1,260.00 | |
0070 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 162,790.000 | 162,790.000 | 131,990.000 | $0.65 | $0.00 | $85,793.50 | |
0071 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 158.000 | 158.000 | 158.000 | $30.00 | $0.00 | $4,740.00 | |
0072 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 653.000 | 653.000 | 653.000 | $40.00 | $0.00 | $26,120.00 | |
0073 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 158.000 | 158.000 | 134.063 | $25.00 | $0.00 | $3,351.58 | |
0074 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 653.000 | 653.000 | 554.590 | $20.00 | $0.00 | $11,091.80 | |
0075 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,497.000 | 1,497.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0076 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 122.000 | 122.000 | 122.050 | $850.00 | $0.00 | $103,742.50 | |
0077 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 55.000 | 55.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0078 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0079 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,373.000 | 1,373.000 | 101.300 | $30.00 | $0.00 | $3,039.00 | |
0080 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 301.000 | 301.000 | 118.650 | $25.00 | $0.00 | $2,966.25 | |
0081 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 108.000 | 108.000 | 108.000 | $35.00 | $0.00 | $3,780.00 | |
0082 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 80.000 | 80.000 | 80.000 | $35.00 | $0.00 | $2,800.00 | |
0083 | 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' | $24,018.00 | $978,280.63 | ||||||||
Fed/State Project Number: BRFY-018N(050) | Project: 24220(04) | Category: 0300/TEMPORARY TRAFFIC | ||||||||
0084 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 14,100.000 | 14,100.000 | 27,900.000 | $0.15 | $0.00 | $4,185.00 | |
0085 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,000.000 | 2,000.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0086 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 11,100.000 | 11,100.000 | 2,908.000 | $0.15 | $0.00 | $436.20 | |
0087 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 360.000 | 360.000 | 582.000 | $5.00 | $0.00 | $2,910.00 | |
0088 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,220.000 | 5,220.000 | 3,506.000 | $0.10 | $0.00 | $350.60 | |
0089 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,330.000 | 3,330.000 | 11,686.000 | $1.00 | $0.00 | $11,686.00 | |
0090 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,870.000 | 3,870.000 | 7,443.000 | $1.50 | $0.00 | $11,164.50 | |
0091 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,800.000 | 1,800.000 | 4,572.000 | $0.50 | $0.00 | $2,286.00 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,600.000 | 3,600.000 | 16,827.000 | $0.25 | $0.00 | $4,206.75 | |
0093 | DRUMS | 880(F) 8878 | SD | 16,740.000 | 16,740.000 | 28,737.000 | $0.10 | $0.00 | $2,873.70 | |
0094 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 540.000 | 540.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
8003 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 0.000 | 100.000 | 100.000 | $33.36 | $0.00 | $3,336.00 | |
Subtotals For Category 0300/TEMPORARY TRAFFIC | $0.00 | $43,434.75 | ||||||||
Fed/State Project Number: BRFY-018N(050) | Project: 24220(04) | Category: 0301/PERMANENT TRAFFIC | ||||||||
0095 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 4.000 | 4.000 | $25.00 | $0.00 | $100.00 | |
0096 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0097 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 7,140.000 | 7,140.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0301/PERMANENT TRAFFIC | $0.00 | $100.00 | ||||||||
Fed/State Project Number: BRFY-018N(050) | Project: 24220(04) | Category: 0600/STAKING | ||||||||
0098 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $12,500.00 | $0.00 | $11,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $11,250.00 | ||||||||
Fed/State Project Number: BRFY-018N(050) | Project: 24220(04) | Category: 0640/CONSTRUCTION | ||||||||
0099 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,000.00 | $0.00 | $3,750.00 | |
0100 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0101 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 0.872 | $211,000.00 | $0.00 | $183,992.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $192,742.00 | ||||||||
Subtotals For Project BRFY-018N(050) /24220(04) | $139,736.56 | $2,830,599.41 |