Contract ID: | 110425 | Estimate Number: | 0009 | Contract No: | 710472 | |||
Residency: | PURCELL (03200) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | BRFY-025C(274) | ||||||||||||
Primary Job Piece No: | 10444(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-74: OVER RUSH CREEK AND LIGHTNING CREEK, 8.0 MILES NORTH OF THE SH-29 JUNCTION. PROJECT LENGTH = 0.852 MILES | ||||||||||||
Primary County: | GARVIN | ||||||||||||
Name of Road: | SH-74 | ||||||||||||
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: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 05/16/2012 TO 05/31/2012 |
Date Awarded: | 10/03/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 300 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 106.00 | |
Date NTP Issued: | 10/19/2011 | Completion Date: | Current Time Allowed: | 300.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 35.33 % |
Specification Year: | 2009 | Date Approved: | 06/05/2012 | ||
Current Contract Amount: | $4,396,629.34 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,396,629.34 | Participating: | $1,441,490.80 | $1,128,302.39 | $313,188.41 | ||
Percent Complete: | 32.84 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,952,645.32 | Total Earnings: | $1,441,490.80 | $1,128,302.39 | $313,188.41 | ||
Unearned Balance: | $2,952,645.32 | Stockpiled Materials: | $2,688.92 | $180,474.32 | $-177,785.40 | ||
Gross Earnings: | $1,444,179.72 | $1,308,776.71 | $135,403.01 | ||||
Other Adjustments: | $-195.70 | $-320.85 | $125.15 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,443,984.02 | $1,308,455.86 | $135,528.16 |
Contract ID: | 110425 | Estimate Number: | 0009 | Primary JP: | 10444(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 |
10444(04) | 0051 | REINFORCING STEEL - MOH | Stockpiled Material Initial Payment | 0004 | $17,540.32 |
10444(04) | 0051 | REINFORCING STEEL - MOH | Stockpiled Material Adjustment | 0004 | $-17,540.32 |
10444(04) | 0051 | REINFORCING STEEL - MOH | Stockpiled Material Initial Payment | 0004 | $16,985.62 |
10444(04) | 0051 | REINFORCING STEEL - MOH | Stockpiled Material Adjustment | 0004 | $-16,985.62 |
10444(04) | 0051 | REINFORCING STEEL - MOH | Stockpiled Material Adjustment | 0004 | $-14,344.71 |
10444(04) | 0051 | REINFORCING STEEL - MOH | Stockpiled Material Initial Payment | 0004 | $14,344.71 |
10444(04) | 0056 | PC BEAMS - MOH | Stockpiled Material Adjustment | 0009 | $-145,092.11 |
10444(04) | 0056 | PC BEAMS - MOH | Stockpiled Material Initial Payment | 0001 | $145,092.11 |
10444(04) | 0061 | FIXED BEARING - MOH | Stockpiled Material Initial Payment | 0008 | $1,330.87 |
10444(04) | 0061 | FIXED BEARING - MOH | Stockpiled Material Adjustment | 0009 | $-1,330.87 |
10444(04) | 0062 | EXPANSION BEARING - MOH | Stockpiled Material Adjustment | 0009 | $-31,362.42 |
10444(04) | 0062 | EXPANSION BEARING - MOH | Stockpiled Material Initial Payment | 0008 | $31,362.42 |
10444(04) | 0068 | EPOXY STEEL - MOH | Stockpiled Material Adjustment | 0008 | $-14,305.20 |
10444(04) | 0068 | EPOXY STEEL - MOH | Stockpiled Material Initial Payment | 0008 | $16,994.12 |
10444(04) | 0069 | PILES, FURNISHED - MOH | Stockpiled Material Adjustment | 0008 | $-23,355.00 |
10444(04) | 0069 | PILES, FURNISHED - MOH | Stockpiled Material Initial Payment | 0002 | $23,355.00 |
10444(04) | 0072 | DRILLED SHAFT - MOH | Stockpiled Material Adjustment | 0008 | $-14,762.52 |
10444(04) | 0072 | DRILLED SHAFT - MOH | Stockpiled Material Initial Payment | 0008 | $14,762.52 |
10444(04) | 0072 | DRILLED SHAFT - MOH | Stockpiled Material Adjustment | 0008 | $-13,695.99 |
10444(04) | 0072 | DRILLED SHAFT - MOH | Stockpiled Material Initial Payment | 0008 | $13,695.99 | Subtotals For Stockpile Payments | $2,688.92 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
10444(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 1,300.00 | $0.01 | $22.82 |
10444(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 2,600.00 | $0.05 | $139.23 |
10444(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 500.00 | $0.02 | $11.78 |
10444(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 6,500.00 | $0.01 | $114.08 |
10444(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 7,500.00 | $0.01 | $131.63 |
10444(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 6,000.00 | $0.02 | $141.30 |
10444(04) | 0022 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-27.93 |
10444(04) | 0048 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 2,584.00 | $0.01 | $45.35 |
10444(04) | 0050 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-773.96 | Subtotals For Line Item Adjustments | $-195.70 | * = 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: | 110425 | Estimate Number: | 0009 | Primary JP: | 10444(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-025C(274) | Project: 10444(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $25,462.50 | $6,365.63 | $19,096.88 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 28,284.000 | 28,284.000 | 500.000 | 5,000.000 | $4.61 | $2,305.00 | $23,050.00 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 32,622.000 | 32,622.000 | 6,000.000 | 30,000.000 | $5.27 | $31,620.00 | $158,100.00 |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.300 | $32,396.70 | $0.00 | $9,719.01 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 950.000 | 950.000 | 826.000 | $2.29 | $0.00 | $1,891.54 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 2.000 | 0.000 | $215.25 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 336.000 | 336.000 | 273.000 | $11.03 | $0.00 | $3,011.19 | |
0008 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 9.000 | 9.000 | 0.000 | $92.21 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 98,239.000 | 98,239.000 | 0.000 | $1.04 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 20.300 | 20.300 | 0.000 | $409.50 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 20.300 | 20.300 | 0.000 | $61.95 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 4,787.000 | 4,787.000 | 0.000 | $39.90 | $0.00 | $0.00 | |
0013 | FLY ASH | 307(A) 4200 | TON | 1,359.000 | 1,359.000 | 0.000 | $69.25 | $0.00 | $0.00 | |
0014 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 23,561.000 | 23,561.000 | 0.000 | $2.31 | $0.00 | $0.00 | |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 23,561.000 | 23,561.000 | 0.000 | $1.29 | $0.00 | $0.00 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,936.000 | 1,936.000 | 0.000 | $11.81 | $0.00 | $0.00 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 3,414.000 | 3,414.000 | 0.000 | $2.36 | $0.00 | $0.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 9,482.000 | 9,482.000 | 0.000 | $6.83 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 7,521.000 | 7,521.000 | 0.000 | $66.15 | $0.00 | $0.00 | |
0020 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,896.000 | 2,896.000 | 0.000 | $79.80 | $0.00 | $0.00 | |
0021 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 25.000 | 25.000 | 25.000 | $21.00 | $0.00 | $525.00 | |
0022 | CLASS AA CONCRETE | 509(A) 0319 | CY | 64.000 | 64.000 | 0.000 | 63.930 | $399.00 | $0.00 | $25,508.07 |
0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 421.000 | 421.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0024 | REINFORCING STEEL | 511(A) 0332 | LB | 8,730.000 | 8,730.000 | 8,730.000 | $0.85 | $0.00 | $7,420.50 | |
0025 | INLET CDI RCB DES. 8 | 611(G) 5394 | EA | 1.000 | 1.000 | 1.000 | $4,332.83 | $0.00 | $4,332.83 | |
0026 | INLET CDI RCP DES. 4 | 611(G) 5707 | EA | 1.000 | 1.000 | 1.000 | $3,748.50 | $0.00 | $3,748.50 | |
0027 | INLET CDI RCP DES. 6 | 611(G) 5709 | EA | 1.000 | 1.000 | 1.000 | $3,748.50 | $0.00 | $3,748.50 | |
0028 | ADD'L DEPTH IN INLET CDI RCP DES. 4 | 611(H) 5792 | VF | 18.000 | 18.000 | 17.080 | $358.84 | $0.00 | $6,128.99 | |
0029 | ADD'L DEPTH IN INLET CDI RCP DES. 6 | 611(H) 5794 | VF | 3.000 | 3.000 | 3.000 | $463.84 | $0.00 | $1,391.52 | |
0030 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 100.000 | 100.000 | 0.000 | $78.34 | $0.00 | $0.00 | |
0031 | 36" R.C.PIPE CLASS IV | 613(A) 0585 | LF | 108.000 | 108.000 | 0.000 | $73.58 | $0.00 | $0.00 | |
0032 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 930.000 | 930.000 | 0.000 | $28.40 | $0.00 | $0.00 | |
0033 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 303.000 | 303.000 | 0.000 | $7.79 | $0.00 | $0.00 | |
0034 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 100.000 | 100.000 | 0.000 | $7.79 | $0.00 | $0.00 | |
0035 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 16.000 | 16.000 | 0.000 | $855.75 | $0.00 | $0.00 | |
0036 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 6.000 | 6.000 | 0.000 | $320.25 | $0.00 | $0.00 | |
0037 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 176.000 | 176.000 | 0.000 | $22.59 | $0.00 | $0.00 | |
0038 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 91.000 | 91.000 | 0.000 | $24.79 | $0.00 | $0.00 | |
0039 | TRENCH EXCAVATION | 613(V) 1180 | CY | 963.000 | 963.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
0040 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.250 | 0.250 | $16,800.00 | $4,200.00 | $4,200.00 |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 13,430.000 | 13,430.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0042 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,718.000 | 2,718.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0043 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 750.000 | 750.000 | 0.000 | $15.23 | $0.00 | $0.00 | |
0044 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,152.50 | $0.00 | $0.00 | |
0045 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 0.000 | $1,359.75 | $0.00 | $0.00 | |
0046 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 4,816.000 | 4,816.000 | 1,058.000 | 1,058.000 | $3.45 | $3,650.10 | $3,650.10 |
0047 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 22.000 | 22.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $48,140.73 | $275,522.63 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0200/BRIDGE A | ||||||||
0048 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 7,950.000 | 7,950.000 | 3,975.000 | $2.10 | $0.00 | $8,347.50 | |
0049 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 702.000 | 702.000 | 351.000 | $36.75 | $0.00 | $12,899.25 | |
0050 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,512.300 | 1,512.300 | 538.800 | $472.50 | $0.00 | $254,583.01 | |
0051 | REINFORCING STEEL | 511(A) 1332 | LB | 300,250.000 | 300,250.000 | 108,102.000 | $0.83 | $0.00 | $89,724.66 | |
0052 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $25,200.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE A | $0.00 | $365,554.42 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0201/BRIDGE B | ||||||||
0053 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $16,170.00 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE B | $0.00 | $0.00 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0202/BRIDGE C | ||||||||
0054 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $21.40 | $0.00 | $1,926.00 | |
0055 | CLSM BACKFILL | 501(G) 6309 | CY | 200.000 | 200.000 | 0.000 | $154.28 | $0.00 | $0.00 | |
0056 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 957.000 | 957.000 | 957.000 | 957.000 | $188.48 | $180,375.36 | $180,375.36 |
0057 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 0.000 | $134.90 | $0.00 | $0.00 | |
0058 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,291.200 | 1,291.200 | 0.000 | $3.75 | $0.00 | $0.00 | |
0059 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 577.000 | 577.000 | 0.000 | $62.63 | $0.00 | $0.00 | |
0060 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,910.000 | 4,910.000 | 0.000 | $3.21 | $0.00 | $0.00 | |
0061 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | 8.000 | $614.90 | $4,919.20 | $4,919.20 |
0062 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | 16.000 | $2,966.35 | $47,461.60 | $47,461.60 |
0063 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | 16.000 | $588.13 | $9,410.08 | $9,410.08 |
0064 | CLASS AA CONCRETE | 509(A) 1326 | CY | 320.200 | 320.200 | 16.000 | 16.000 | $450.00 | $7,200.00 | $7,200.00 |
0065 | CLASS A CONCRETE | 509(B) 1328 | CY | 167.500 | 167.500 | 167.500 | $450.00 | $0.00 | $75,375.00 | |
0066 | CLASS C CONCRETE | 509(D) 1331 | CY | 11.500 | 11.500 | 0.000 | $425.00 | $0.00 | $0.00 | |
0067 | REINFORCING STEEL | 511(A) 1332 | LB | 990.000 | 990.000 | 990.000 | $1.65 | $0.00 | $1,633.50 | |
0068 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 96,070.000 | 96,070.000 | 27,510.000 | $0.91 | $0.00 | $25,034.10 | |
0069 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,368.000 | 1,368.000 | 1,395.000 | $22.95 | $0.00 | $32,015.25 | |
0070 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,368.000 | 1,368.000 | 1,293.160 | $10.70 | $0.00 | $13,836.81 | |
0071 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,104.000 | 1,104.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0072 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 292.000 | 292.000 | 292.000 | $628.99 | $0.00 | $183,665.08 | |
0073 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 0.000 | $4.28 | $0.00 | $0.00 | |
0074 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 0.000 | $160.50 | $0.00 | $0.00 | |
0075 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,520.000 | 2,520.000 | 289.230 | 289.230 | $32.80 | $9,486.74 | $9,486.74 |
0076 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 550.000 | 550.000 | 96.750 | 96.750 | $24.71 | $2,390.69 | $2,390.69 |
0077 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 0.000 | $23.36 | $0.00 | $0.00 | |
0078 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 20.000 | 20.000 | 0.000 | $28.41 | $0.00 | $0.00 | |
0079 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $42,800.00 | $0.00 | $0.00 | |
Subtotals For Category 0202/BRIDGE C | $261,243.67 | $594,729.41 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0203/BRIDGE D | ||||||||
0080 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $5,390.00 | $0.00 | $0.00 | |
Subtotals For Category 0203/BRIDGE D | $0.00 | $0.00 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,000.000 | 16,000.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 30,400.000 | 30,400.000 | 0.000 | $0.13 | $0.00 | $0.00 | |
0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 750.000 | 750.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 3,000.000 | 3,000.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0085 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 600.000 | 600.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0086 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 600.000 | 600.000 | 220.000 | $15.75 | $0.00 | $3,465.00 | |
0087 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,000.000 | 6,000.000 | 527.000 | 956.000 | $0.06 | $31.62 | $57.36 |
0088 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,400.000 | 2,400.000 | 837.000 | 2,275.000 | $1.95 | $1,632.15 | $4,436.25 |
0089 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,000.000 | 6,000.000 | 434.000 | 2,036.000 | $0.90 | $390.60 | $1,832.40 |
0090 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,000.000 | 3,000.000 | 620.000 | 1,185.000 | $0.37 | $229.40 | $438.45 |
0091 | WING BARRICADES | 880(C) 8848 | SD | 1,200.000 | 1,200.000 | 364.000 | 484.000 | $1.05 | $382.20 | $508.20 |
0092 | VERTICAL PANELS | 880(D) 8854 | SD | 10,500.000 | 10,500.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
0093 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,800.000 | 10,800.000 | 372.000 | 1,452.000 | $0.09 | $33.48 | $130.68 |
0094 | DRUMS | 880(F) 8878 | SD | 22,500.000 | 22,500.000 | 0.000 | $0.04 | $0.00 | $0.00 | |
0095 | CHANNELIZER CONES | 880(G) 8890 | SD | 15,000.000 | 15,000.000 | 1,364.000 | 3,525.000 | $0.04 | $54.56 | $141.00 |
0096 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 600.000 | 600.000 | 0.000 | $12.60 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $2,754.01 | $11,009.34 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0600/STAKING | ||||||||
0097 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $17,050.00 | $0.00 | $8,525.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $8,525.00 | ||||||||
Fed/State Project Number: BRFY-025C(274) | Project: 10444(04) | Category: 0640/CONSTRUCTION | ||||||||
0098 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $4,200.00 | $0.00 | $1,050.00 | |
0099 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 0.100 | 0.200 | $10,500.00 | $1,050.00 | $2,100.00 |
0100 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $183,000.00 | $0.00 | $183,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $1,050.00 | $186,150.00 | ||||||||
Subtotals For Project BRFY-025C(274) /10444(04) | $313,188.41 | $1,441,490.80 |