Contract ID: | 100610 | Estimate Number: | 0018 | Contract No: | 610756 | |||
Residency: | ADA (03100) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | BRFY-162B(118) | ||||||||||||
Primary Job Piece No: | 21842(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-99: OVER CLEAR BOGGY CREEK, 1.54 MILES SOUTH OF THE SH-3 JUNCTION. PROJECT LENGTH = 0.254 MILES. | ||||||||||||
Primary County: | PONTOTOC | ||||||||||||
Name of Road: | SH-99 | ||||||||||||
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: | 03/01/2011 | Pay Period: | 02/01/2012 TO 02/15/2012 |
Date Awarded: | 11/08/2010 | Date Work Began: | 03/01/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 11/23/2010 | Date Time Stopped: | Current Time Charged: | 227.00 | |
Date NTP Issued: | 11/29/2010 | Completion Date: | Current Time Allowed: | 188.00 | |
General Liability Expires: | 04/15/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 120.74 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,637,749.97 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,634,999.97 | Participating: | $1,613,216.72 | $1,568,789.22 | $44,427.50 | ||
Percent Complete: | 97.85 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $35,137.13 | Total Earnings: | $1,613,216.72 | $1,568,789.22 | $44,427.50 | ||
Unearned Balance: | $32,387.13 | Stockpiled Materials: | $0.00 | $627.50 | $-627.50 | ||
Gross Earnings: | $1,613,216.72 | $1,569,416.72 | $43,800.00 | ||||
Other Adjustments: | $18,646.12 | $18,646.12 | $0.00 | ||||
Liq Dam/Disincentive: | $-29,250.00 | $-29,250.00 | $0.00 | ||||
TOTAL: | $1,602,612.84 | $1,558,812.84 | $43,800.00 |
Contract ID: | 100610 | Estimate Number: | 0018 | Primary JP: | 21842(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Uncl.Exc & Uncl.borrow from meas to pay plan Qty. | Approved | 04/19/2011 | 0.0 | $0.00 |
002 | Additional RipRap for detour slope | Approved | 06/01/2011 | 0.0 | $2,750.00 |
003 | Add'itional Time | Approved | 10/19/2011 | 8.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21842(04) | 0025 | MOH TYPE 2 SMD GRATES | Stockpiled Material Adjustment | 0018 | $-627.50 |
21842(04) | 0025 | MOH TYPE 2 SMD GRATES | Stockpiled Material Initial Payment | 0010 | $627.50 |
21842(04) | 0027 | MOH 96" CGSP | Stockpiled Material Closure | 0016 | $-34,794.89 |
21842(04) | 0027 | MOH 96" CGSP | Stockpiled Material Initial Payment | 0004 | $34,794.89 |
21842(04) | 0042 | MOH Beams & Pads | Stockpiled Material Initial Payment | 0002 | $97,104.64 |
21842(04) | 0042 | MOH Beams & Pads | Stockpiled Material Adjustment | 0011 | $-97,104.64 |
21842(04) | 0045 | MOH SEALED EXP JOINT | Stockpiled Material Adjustment | 0013 | $-7,782.40 |
21842(04) | 0045 | MOH SEALED EXP JOINT | Stockpiled Material Initial Payment | 0010 | $7,782.40 |
21842(04) | 0048 | MOH FIXED BEARING ASSY. | Stockpiled Material Adjustment | 0011 | $-24,304.00 |
21842(04) | 0048 | MOH FIXED BEARING ASSY. | Stockpiled Material Initial Payment | 0010 | $24,304.00 |
21842(04) | 0049 | MOH EXP BEARING ASSY | Stockpiled Material Adjustment | 0011 | $-12,152.00 |
21842(04) | 0049 | MOH EXP BEARING ASSY | Stockpiled Material Initial Payment | 0010 | $12,152.00 |
21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Adjustment | 0010 | $-4,393.76 |
21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Adjustment | 0009 | $-1,464.59 |
21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Adjustment | 0011 | $-7,994.44 |
21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Initial Payment | 0007 | $13,852.79 |
21842(04) | 0054 | MOH 10.42 Piling | Stockpiled Material Initial Payment | 0001 | $2,930.40 |
21842(04) | 0054 | MOH 10.42 Piling | Stockpiled Material Closure | 0016 | $-130.24 |
21842(04) | 0054 | MOH 10.42 Piling | Stockpiled Material Adjustment | 0010 | $-2,800.16 |
21842(04) | 0055 | MOH 12.53 PIling | Stockpiled Material Adjustment | 0010 | $-11,584.56 |
21842(04) | 0055 | MOH 12.53 PIling | Stockpiled Material Initial Payment | 0001 | $12,221.30 |
21842(04) | 0055 | MOH 12.53 PIling | Stockpiled Material Closure | 0016 | $-636.74 |
21842(04) | 0059 | MOH Drill Shaft - Epox Rebar | Stockpiled Material Initial Payment | 0008 | $11,807.39 |
21842(04) | 0059 | MOH Drill Shaft - Epox Rebar | Stockpiled Material Adjustment | 0009 | $-11,807.39 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0012 | -5.0 | $750.00 | $-3,750.00 |
System Application of Liquidated Damages | 0013 | -12.0 | $750.00 | $-9,000.00 |
System Application of Liquidated Damages | 0014 | -11.0 | $750.00 | $-8,250.00 |
System Application of Liquidated Damages | 0015 | -11.0 | $750.00 | $-8,250.00 |
System Application of Liquidated Damages | 0016 | -0.0 | $750.00 | $0.00 |
System Application of Liquidated Damages | 0017 | -0.0 | $750.00 | $0.00 |
System Application of Liquidated Damages | 0018 | -0.0 | $750.00 | $0.00 |
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 |
21842(04) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 457.52 | $3.11 | $1,423.41 |
21842(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,489.71 | $4.05 | $6,042.49 |
21842(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 1,989.97 | $3.11 | $6,191.10 |
21842(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 316.40 | $3.55 | $1,124.99 |
21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 519.52 | $4.63 | $2,408.29 |
21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 286.75 | $3.55 | $1,019.57 |
21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 122.70 | $3.55 | $436.27 | Subtotals For Line Item Adjustments | $18,646.12 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100610 | Estimate Number: | 0018 | Primary JP: | 21842(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-162B(118) | Project: 21842(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,500.00 | $0.00 | $10,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 20,454.000 | 20,454.000 | 20,454.000 | $3.68 | $0.00 | $75,270.72 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,669.000 | 1,669.000 | 1,669.000 | $5.78 | $0.00 | $9,646.82 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,694.25 | $0.00 | $10,694.26 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,060.000 | 3,060.000 | 2,100.000 | $2.10 | $0.00 | $4,410.00 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 2.000 | 0.000 | $630.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 170.000 | 170.000 | 242.000 | $7.35 | $0.00 | $1,778.70 | |
0008 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 4.000 | 4.000 | 4.000 | $525.00 | $0.00 | $2,100.00 | |
0009 | DITCH LINER PROTECTION | 229 4318 | LF | 345.000 | 345.000 | 0.000 | $1.94 | $0.00 | $0.00 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 18,385.000 | 18,385.000 | 9,200.000 | 9,200.000 | $1.84 | $16,928.00 | $16,928.00 |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.500 | 3.500 | 0.000 | $682.50 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 13.000 | 13.000 | 0.000 | $42.00 | $0.00 | $0.00 | |
0013 | LIME | 307(D) 4230 | TON | 271.000 | 271.000 | 245.260 | $152.25 | $0.00 | $37,340.83 | |
0014 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 10,552.000 | 10,552.000 | 10,407.760 | $4.20 | $0.00 | $43,712.59 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 82.000 | 82.000 | 22.140 | $21.11 | $0.00 | $467.38 | |
0016 | FOG SEAL | 407(A) 4659 | GAL | 53.000 | 53.000 | 0.000 | $11.55 | $0.00 | $0.00 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 1,949.000 | 1,949.000 | 856.750 | $3.15 | $0.00 | $2,698.76 | |
0018 | PRIME COAT | 408 5774 | GAL | 2,340.000 | 2,340.000 | 2,290.230 | $5.09 | $0.00 | $11,657.28 | |
0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 499.000 | 499.000 | 457.520 | $76.81 | $0.00 | $35,142.11 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 3,817.000 | 3,817.000 | 3,479.680 | $59.96 | $0.00 | $208,641.61 | |
0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 383.000 | 383.000 | 316.400 | $79.43 | $0.00 | $25,131.65 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 856.000 | 856.000 | 928.970 | $66.99 | $0.00 | $62,231.69 | |
0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 533.000 | 533.000 | 448.000 | $15.75 | $0.00 | $7,056.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 78.000 | 78.000 | 47.160 | 47.160 | $262.50 | $12,379.50 | $12,379.50 |
0025 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $1,575.00 | $3,150.00 | $3,150.00 |
0026 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 278.000 | 278.000 | 356.000 | $22.01 | $0.00 | $7,835.56 | |
0027 | 96" CORR. GALV. STEEL PIPE | 613(B) 4819 | LF | 420.000 | 420.000 | 420.000 | $111.05 | $0.00 | $46,641.00 | |
0028 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $1,890.00 | $5,670.00 | $5,670.00 |
0029 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $2,100.00 | $6,300.00 | $6,300.00 |
0030 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,625.00 | $0.00 | $2,625.00 | |
0031 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,775.000 | 7,775.000 | 6,631.000 | $2.26 | $0.00 | $14,986.06 | |
0032 | SAWING PAVEMENT | 619(C) 0924 | LF | 556.000 | 556.000 | 48.000 | $6.30 | $0.00 | $302.40 | |
0033 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,092.000 | 1,092.000 | 1,055.000 | $15.75 | $0.00 | $16,616.25 | |
0034 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,625.00 | $0.00 | $10,500.00 | |
0035 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,837.50 | $0.00 | $7,350.00 | |
0036 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,311.000 | 1,311.000 | 1,412.000 | $3.61 | $0.00 | $5,097.32 | |
0037 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 2.000 | $52.50 | $0.00 | $105.00 | |
0038 | MAILBOX | 629(C) 4960 | EA | 6.000 | 6.000 | 2.000 | $21.00 | $0.00 | $42.00 | |
0039 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 6.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $44,427.50 | $705,008.49 | ||||||||
Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0200/BRIDGE 'A' | ||||||||
0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 300.000 | 300.000 | 300.000 | $12.60 | $0.00 | $3,780.00 | |
0041 | CLSM BACKFILL | 501(G) 6309 | CY | 220.000 | 220.000 | 220.000 | $114.44 | $0.00 | $25,176.80 | |
0042 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 636.000 | 636.000 | 636.000 | $194.01 | $0.00 | $123,390.36 | |
0043 | APPROACH SLAB | 504(A) 1304 | SY | 337.400 | 337.400 | 337.400 | $189.00 | $0.00 | $63,768.60 | |
0044 | SAW-CUT GROOVING | 504(B) 1305 | SY | 920.000 | 920.000 | 920.000 | $4.25 | $0.00 | $3,910.00 | |
0045 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 48.640 | 48.640 | 48.640 | $245.28 | $0.00 | $11,930.42 | |
0046 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 470.500 | 470.500 | 470.500 | $57.62 | $0.00 | $27,110.21 | |
0047 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,540.000 | 1,540.000 | 1,540.000 | $1.71 | $0.00 | $2,633.40 | |
0048 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 16.000 | 16.000 | 16.000 | $1,856.52 | $0.00 | $29,704.32 | |
0049 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 8.000 | 8.000 | 8.000 | $1,856.52 | $0.00 | $14,852.16 | |
0050 | CLASS AA CONCRETE | 509(A) 1326 | CY | 193.200 | 193.200 | 193.200 | $428.93 | $0.00 | $82,869.28 | |
0051 | CLASS A CONCRETE | 509(B) 1328 | CY | 188.300 | 188.300 | 188.300 | $428.93 | $0.00 | $80,767.52 | |
0052 | REINFORCING STEEL | 511(A) 1332 | LB | 560.000 | 560.000 | 560.000 | $1.05 | $0.00 | $588.00 | |
0053 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 83,380.000 | 83,380.000 | 83,380.000 | $0.92 | $0.00 | $76,709.60 | |
0054 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 174.000 | 174.000 | 172.000 | $25.94 | $0.00 | $4,461.68 | |
0055 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 564.000 | 564.000 | 564.000 | $34.65 | $0.00 | $19,542.60 | |
0056 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 174.000 | 174.000 | 168.680 | $10.50 | $0.00 | $1,771.14 | |
0057 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 564.000 | 564.000 | 625.440 | $10.50 | $0.00 | $6,567.12 | |
0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,026.000 | 1,026.000 | 1,026.000 | $3.31 | $0.00 | $3,396.06 | |
0059 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 150.000 | 150.000 | 150.000 | $534.89 | $0.00 | $80,233.50 | |
0060 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 46.000 | 46.000 | 0.000 | $5.25 | $0.00 | $0.00 | |
0061 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.000 | $420.00 | $0.00 | $0.00 | |
0062 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,005.000 | 2,005.000 | 0.000 | 2,654.900 | $35.99 | $0.00 | $95,549.85 |
0063 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 478.000 | 478.000 | 413.770 | $28.50 | $0.00 | $11,792.45 | |
0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 96.000 | 96.000 | 96.000 | $21.00 | $0.00 | $2,016.00 | |
0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 46.000 | 46.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $7,875.00 | $0.00 | $7,875.00 | |
8001 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 0.000 | 50.000 | 47.210 | $55.00 | $0.00 | $2,596.55 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $782,992.62 | ||||||||
Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0300/TRAFFIC - SIGNING AND STRIPING | ||||||||
0067 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 2.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0068 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 2.000 | 2.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0069 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 4,433.000 | 4,433.000 | 3,486.000 | $0.60 | $0.00 | $2,091.60 | |
Subtotals For Category 0300/TRAFFIC - SIGNING AND STRIPING | $0.00 | $2,091.60 | ||||||||
Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0302/TRAFFIC CONTROL | ||||||||
0070 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 6,600.000 | 6,600.000 | 6,448.000 | $0.26 | $0.00 | $1,676.48 | |
0071 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 1,500.000 | 1,500.000 | 0.000 | $0.68 | $0.00 | $0.00 | |
0072 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 100.000 | 100.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0073 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,500.000 | 1,500.000 | 230.000 | $0.26 | $0.00 | $59.80 | |
0074 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 240.000 | 240.000 | 240.000 | $2.10 | $0.00 | $504.00 | |
0075 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,250.000 | 1,250.000 | 2,888.000 | $18.90 | $0.00 | $54,583.20 | |
0076 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,250.000 | 1,250.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0077 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,448.000 | 2,448.000 | 2,972.000 | $1.05 | $0.00 | $3,120.60 | |
0078 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,304.000 | 2,304.000 | 1,644.000 | $0.11 | $0.00 | $180.84 | |
0079 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 288.000 | 288.000 | 2,492.000 | $5.25 | $0.00 | $13,083.00 | |
0080 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 864.000 | 864.000 | 600.000 | $2.10 | $0.00 | $1,260.00 | |
0081 | WING BARRICADES | 880(C) 8848 | SD | 864.000 | 864.000 | 888.000 | $0.11 | $0.00 | $97.68 | |
0082 | VERTICAL PANELS | 880(D) 8854 | SD | 1,200.000 | 1,200.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0083 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,592.000 | 2,592.000 | 3,692.000 | $0.05 | $0.00 | $184.60 | |
0084 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 7,164.000 | 7,164.000 | 2,160.000 | $0.05 | $0.00 | $108.00 | |
0085 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 5,400.000 | 2,160.000 | $0.05 | $0.00 | $108.00 | |
0086 | CHANNELIZER CONES | 880(G) 8890 | SD | 1,500.000 | 1,500.000 | 0.000 | $0.05 | $0.00 | $0.00 | |
0087 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC CONTROL | $0.00 | $74,966.20 | ||||||||
Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0600/STAKING | ||||||||
0088 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.700 | $8,610.00 | $0.00 | $6,027.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $6,027.00 | ||||||||
Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0640/CONSTRUCTION | ||||||||
0089 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,625.00 | $0.00 | $1,968.75 | |
0090 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $40,162.06 | $0.00 | $40,162.06 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $42,130.81 | ||||||||
Subtotals For Project BRFY-162B(118) /21842(04) | $44,427.50 | $1,613,216.72 |