Contract ID: | 110413 | Estimate Number: | 0023 | Contract No: | 710473 | |||
Residency: | MADILL (02300) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | BRFY-022N(154)SS | ||||||||||||
Primary Job Piece No: | 21732(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-70: OVER CADDO CREEK, 10.5 MILES EAST OF THE US-69B JUNCTION. PROJECT LENGTH = 0.725 MILES. | ||||||||||||
Primary County: | BRYAN | ||||||||||||
Name of Road: | US-70 | ||||||||||||
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: | 02/01/2014 TO 08/18/2014 |
Date Awarded: | 10/03/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 150 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | 01/31/2014 | Current Time Charged: | 298.00 |
Date NTP Issued: | 10/17/2011 | Completion Date: | 01/31/2014 | Current Time Allowed: | 249.00 |
General Liability Expires: | 05/01/2015 | Workman's Comp Expires: | 06/30/2015 | Percent Time Used: | 119.68 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $3,447,006.66 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $3,545,898.67 | Participating: | $3,504,640.66 | $3,502,953.62 | $1,687.04 | ||
Percent Complete: | 97.49 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $88,890.15 | Total Earnings: | $3,504,640.66 | $3,502,953.62 | $1,687.04 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $3,504,640.66 | $3,502,953.62 | $1,687.04 | ||||
Other Adjustments: | $1,367.86 | $1,367.86 | $0.00 | ||||
Liq Dam/Disincentive: | $-49,000.00 | $-49,000.00 | $0.00 | ||||
TOTAL: | $3,457,008.52 | $3,455,321.48 | $1,687.04 |
Contract ID: | 110413 | Estimate Number: | 0023 | Primary JP: | 21732(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | FUND AND ADD ONE NEW PAY ITEM TO THE CONTRACT | Approved | 09/11/2012 | 21.0 | $98,892.01 |
002 | Time Extension | Approved | 12/23/2013 | 78.0 | $0.00 |
003 | Final Quantity Change Order | Pending | 0 | 0.0 | $-60,122.91 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21732(04) | 0025 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-1,839.26 |
21732(04) | 0025 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $11,815.56 |
21732(04) | 0025 | REBAR-GR60 | Stockpiled Material Adjustment | 0003 | $-9,976.30 |
21732(04) | 0050 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $201,159.00 |
21732(04) | 0050 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-201,159.00 |
21732(04) | 0053 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $8,280.00 |
21732(04) | 0053 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $-8,280.00 |
21732(04) | 0054 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-7,408.05 |
21732(04) | 0054 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $7,408.05 |
21732(04) | 0055 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $15.60 |
21732(04) | 0055 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $-15.60 |
21732(04) | 0056 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0006 | $-39,026.60 |
21732(04) | 0056 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $39,026.60 |
21732(04) | 0057 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $19,513.30 |
21732(04) | 0057 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0006 | $-19,513.30 |
21732(04) | 0060 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-3,193.30 |
21732(04) | 0060 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-9,146.50 |
21732(04) | 0060 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $16,107.30 |
21732(04) | 0060 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-3,767.50 |
21732(04) | 0060 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0008 | $-23,243.55 |
21732(04) | 0060 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0006 | $23,243.55 |
21732(04) | 0060 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-15,241.60 |
21732(04) | 0060 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $15,241.60 |
21732(04) | 0061 | Stockpiled Material Adjustment | 0005 | $-1,729.70 | |
21732(04) | 0061 | Stockpiled Material Initial Payment | 0001 | $1,729.70 | |
21732(04) | 0061 | PILES, FURNISHED (HP 10X42) ACCESSORIES | Stockpiled Material Adjustment | 0005 | $-135.28 |
21732(04) | 0061 | PILES, FURNISHED (HP 10X42) ACCESSORIES | Stockpiled Material Initial Payment | 0003 | $135.28 |
21732(04) | 0062 | Stockpiled Material Adjustment | 0005 | $-9,807.80 | |
21732(04) | 0062 | Stockpiled Material Initial Payment | 0001 | $9,807.80 | |
21732(04) | 0062 | PILES, FURNISHED (HP 12X53) ACCESSORIES | Stockpiled Material Initial Payment | 0003 | $559.80 |
21732(04) | 0062 | PILES, FURNISHED (HP 12X53) ACCESSORIES | Stockpiled Material Adjustment | 0005 | $-559.80 |
21732(04) | 0066 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-113.04 |
21732(04) | 0066 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $113.04 |
21732(04) | 0067 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-2,488.80 |
21732(04) | 0067 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $2,488.80 |
21732(04) | 0068 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $19,407.24 |
21732(04) | 0068 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-19,407.24 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0011 | --21 | $1,000.00 | $-21,000.00 |
System Application of Liquidated Damages | 0012 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0013 | --16 | $1,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0014 | -6.0 | $1,000.00 | $6,000.00 |
System Application of Liquidated Damages | 0015 | --76 | $1,000.00 | $-76,000.00 |
System Application of Liquidated Damages | 0016 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0022 | -78.0 | $1,000.00 | $78,000.00 | Subtotals For Liquidated Damages | $-49,000.00 |
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 |
21732(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 1,762.82 | $0.55 | $982.86 |
21732(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 604.20 | $0.63 | $385.00 | Subtotals For Line Item Adjustments | $1,367.86 |
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: | 110413 | Estimate Number: | 0023 | Primary JP: | 21732(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-022N(154)SS | Project: 21732(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $16,380.00 | $0.00 | $16,380.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 46,226.000 | 46,226.000 | 46,226.000 | $6.20 | $0.00 | $286,601.20 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $32,392.50 | $0.00 | $32,392.51 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,405.000 | 3,405.000 | 1,300.000 | $1.21 | $0.00 | $1,573.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 238.000 | 238.000 | 245.000 | $8.03 | $0.00 | $1,967.35 | |
0006 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 14.000 | 14.000 | 0.000 | $72.19 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 53,024.000 | 53,024.000 | 76,527.120 | $1.04 | $0.00 | $79,588.20 | |
0008 | WATERING | 230(F) 2812 | KGAL | 2,121.000 | 2,121.000 | 0.000 | $6.04 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 19.150 | 19.150 | 12.530 | $409.50 | $0.00 | $5,131.04 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 5.300 | 5.300 | 5.300 | $750.88 | $0.00 | $3,979.66 | |
0011 | MOWING | 241 2832 | AC | 19.150 | 19.150 | 0.000 | $65.10 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 6,627.000 | 6,627.000 | 6,743.270 | $46.16 | $0.00 | $311,269.35 | |
0013 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 2,000.000 | 2,000.000 | 2,132.000 | $3.53 | $0.00 | $7,525.96 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,849.000 | 3,849.000 | 4,895.230 | $19.05 | $0.00 | $93,254.14 | |
0015 | TACK COAT | 407(B) 0250 | GAL | 3,906.000 | 3,906.000 | 3,450.000 | $3.94 | $0.00 | $13,593.00 | |
0016 | PRIME COAT | 408 5774 | GAL | 10,055.000 | 10,055.000 | 7,021.460 | $7.14 | $0.00 | $50,133.23 | |
0017 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 22,872.000 | 22,872.000 | 20,510.990 | $1.70 | $0.00 | $34,868.68 | |
0018 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 1,592.000 | 1,592.000 | 1,512.730 | $80.17 | $0.00 | $121,275.56 | |
0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 7,094.000 | 7,094.000 | 7,021.320 | $68.83 | $0.00 | $483,277.45 | |
0020 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,062.000 | 1,062.000 | 1,212.610 | $84.74 | $0.00 | $102,756.57 | |
0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,915.000 | 1,915.000 | 1,834.930 | $77.60 | $0.00 | $142,390.57 | |
0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 45.000 | 45.000 | 52.020 | $52.50 | $0.00 | $2,731.05 | |
0023 | CLASS AA CONCRETE | 509(A) 0319 | CY | 177.000 | 177.000 | 196.640 | $317.88 | $0.00 | $62,507.92 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 356.000 | 356.000 | 313.270 | $285.69 | $0.00 | $89,498.11 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 25,686.000 | 25,686.000 | 28,907.600 | $0.75 | $0.00 | $21,680.70 | |
0026 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 398.000 | 398.000 | 372.000 | $26.18 | $0.00 | $9,738.96 | |
0027 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 524.000 | 524.000 | 524.000 | $30.85 | $0.00 | $16,165.40 | |
0028 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 375.000 | 375.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0029 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 125.000 | 125.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0030 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 4.000 | 4.000 | 6.000 | $841.79 | $0.00 | $5,050.74 | |
0031 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 12.000 | 12.000 | 12.000 | $1,055.85 | $0.00 | $12,670.20 | |
0032 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $351.42 | $0.00 | $0.00 | |
0033 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 113.000 | 113.000 | 0.000 | $41.67 | $0.00 | $0.00 | |
0034 | TRENCH EXCAVATION | 613(V) 1180 | CY | 150.000 | 150.000 | 0.000 | $8.19 | $0.00 | $0.00 | |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
0036 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 0.000 | $2,100.00 | $0.00 | $0.00 | |
0037 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 21,069.000 | 21,069.000 | 20,027.390 | $1.10 | $0.00 | $22,030.13 | |
0038 | SAWING PAVEMENT | 619(C) 0924 | LF | 4,140.000 | 4,140.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0039 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 963.000 | 963.000 | 963.000 | $15.33 | $0.00 | $14,762.79 | |
0040 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,152.50 | $0.00 | $8,610.00 | |
0041 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,359.75 | $0.00 | $5,439.00 | |
0042 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,870.000 | 5,870.000 | 4,596.000 | $3.45 | $0.00 | $15,856.20 | |
0043 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 3.000 | 3.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0044 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $194.25 | $0.00 | $0.00 | |
0045 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 0.000 | $47.25 | $0.00 | $0.00 | |
0046 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 4.000 | $52.50 | $0.00 | $210.00 | |
0047 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 27.000 | 27.000 | 27.000 | $8.40 | $0.00 | $226.80 | |
8000 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 15,284.700 | 14,706.000 | $6.47 | $0.00 | $95,147.82 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $2,175,533.29 | ||||||||
Fed/State Project Number: BRFY-022N(154)SS | Project: 21732(04) | Category: 0200/BRIDGE 'A' | ||||||||
0048 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 196.000 | 196.000 | 196.000 | $21.00 | $0.00 | $4,116.00 | |
0049 | CLSM BACKFILL | 501(G) 6309 | CY | 298.000 | 298.000 | 298.000 | $126.82 | $0.00 | $37,792.36 | |
0050 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,395.000 | 1,395.000 | 1,395.050 | $206.76 | $0.00 | $288,440.54 | |
0051 | APPROACH SLAB | 504(A) 1304 | SY | 313.400 | 313.400 | 313.400 | $131.95 | $0.00 | $41,353.13 | |
0052 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,519.000 | 1,519.000 | 1,519.000 | $3.78 | $0.00 | $5,741.82 | |
0053 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 47.000 | 47.000 | 47.000 | $302.99 | $0.00 | $14,240.53 | |
0054 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 683.400 | 683.400 | 683.340 | $67.25 | $0.00 | $45,954.62 | |
0055 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,560.000 | 1,560.000 | 1,560.000 | $3.18 | $0.00 | $4,960.80 | |
0056 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 20.000 | 20.000 | 20.000 | $2,874.70 | $0.00 | $57,494.00 | |
0057 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 10.000 | 10.000 | 10.000 | $2,874.70 | $0.00 | $28,747.00 | |
0058 | CLASS AA CONCRETE | 509(A) 1326 | CY | 353.400 | 353.400 | 353.400 | $423.33 | $0.00 | $149,604.82 | |
0059 | CLASS A CONCRETE | 509(B) 1328 | CY | 199.200 | 199.200 | 199.200 | $417.67 | $0.00 | $83,199.86 | |
0060 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 96,820.000 | 96,820.000 | 96,820.000 | $0.97 | $0.00 | $93,915.40 | |
0061 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 98.000 | 98.000 | 100.000 | $27.41 | $0.00 | $2,741.00 | |
0062 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 445.000 | 445.000 | 450.000 | $33.60 | $0.00 | $15,120.00 | |
0063 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 98.000 | 98.000 | 100.000 | $15.75 | $0.00 | $1,575.00 | |
0064 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 445.000 | 445.000 | 411.760 | $15.75 | $0.00 | $6,485.22 | |
0065 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,380.000 | 1,380.000 | 1,380.000 | $3.68 | $0.00 | $5,078.40 | |
0066 | DRILLED SHAFTS 18" DIAMETER | 516(A) 6089 | LF | 18.000 | 18.000 | 18.000 | $163.14 | $0.00 | $2,936.52 | |
0067 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 80.000 | 80.000 | 80.000 | $258.44 | $0.00 | $20,675.20 | |
0068 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 282.000 | 282.000 | 282.000 | $412.78 | $0.00 | $116,403.96 | |
0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 141.000 | 141.000 | 141.000 | $3.15 | $0.00 | $444.15 | |
0070 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $105.00 | $0.00 | $105.00 | |
0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,350.000 | 1,350.000 | 1,366.020 | $27.64 | $0.00 | $37,756.80 | |
0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 205.000 | 205.000 | 331.680 | $34.03 | $0.00 | $11,287.08 | |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 94.000 | 94.000 | 94.000 | $22.70 | $0.00 | $2,133.80 | |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 42.000 | 42.000 | 42.000 | $24.39 | $0.00 | $1,024.38 | |
0075 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $26,250.00 | $0.00 | $26,250.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,105,577.39 | ||||||||
Fed/State Project Number: BRFY-022N(154)SS | Project: 21732(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0076 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 24,800.000 | 24,800.000 | 15,074.000 | $0.13 | $0.00 | $1,959.62 | |
0077 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,000.000 | 1,000.000 | 1,000.000 | $0.53 | $0.00 | $530.00 | |
0078 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 800.000 | 800.000 | 1,454.500 | 3,874.500 | $0.47 | $683.62 | $1,821.02 |
0079 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,800.000 | 1,800.000 | 1,995.000 | $0.26 | $0.00 | $518.70 | |
0080 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,900.000 | 6,900.000 | 5,363.000 | $0.26 | $0.00 | $1,394.38 | |
0081 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,100.000 | 2,100.000 | 3,693.000 | $1.95 | $0.00 | $7,201.35 | |
0082 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,100.000 | 5,100.000 | 1,792.000 | $0.84 | $0.00 | $1,505.28 | |
0083 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 600.000 | 936.000 | $2.10 | $0.00 | $1,965.60 | |
0084 | VERTICAL PANELS | 880(D) 8854 | SD | 10,500.000 | 10,500.000 | 2,360.000 | $0.09 | $0.00 | $212.40 | |
0085 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 11,700.000 | 11,700.000 | 2,060.000 | $0.11 | $0.00 | $226.60 | |
0086 | DRUMS | 880(F) 8878 | SD | 10,200.000 | 10,200.000 | 0.000 | $0.13 | $0.00 | $0.00 | |
0087 | CHANNELIZER CONES | 880(G) 8890 | SD | 25,800.000 | 25,800.000 | 5,737.000 | $0.09 | $0.00 | $516.33 | |
0088 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 300.000 | 300.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $683.62 | $17,851.28 | ||||||||
Fed/State Project Number: BRFY-022N(154)SS | Project: 21732(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
0089 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $105.00 | $105.00 | $105.00 |
0090 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 45.360 | 45.360 | 45.360 | $12.60 | $0.00 | $571.54 | |
0091 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 109.000 | 109.000 | 109.000 | $8.40 | $0.00 | $915.60 | |
0092 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 15,760.000 | 15,760.000 | 1,549.000 | 17,249.000 | $0.58 | $898.42 | $10,004.42 |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $1,003.42 | $11,596.56 | ||||||||
Fed/State Project Number: BRFY-022N(154)SS | Project: 21732(04) | Category: 0600/STAKING | ||||||||
0093 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $18,250.00 | $0.00 | $18,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $18,250.00 | ||||||||
Fed/State Project Number: BRFY-022N(154)SS | Project: 21732(04) | Category: 0640/CONSTRUCTION | ||||||||
0094 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,625.00 | $0.00 | $2,625.00 | |
0095 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $6,300.00 | $0.00 | $6,300.00 | |
0096 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $166,907.13 | $0.00 | $166,907.14 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $175,832.14 | ||||||||
Subtotals For Project BRFY-022N(154)SS /21732(04) | $1,687.04 | $3,504,640.66 |