Contract ID: | 120270 | Estimate Number: | 0018 | Contract No: | 810372 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 404500 | |||
Project Number(s): | SSP-120B(124)SS, SBR-120B(178)SB, SBR-220B(007)SB | ||||||||||||
Primary Job Piece No: | 24133(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES/BRIDGE REHABILITATION SH-33: OVER DEER CREEK, DRY CREEK, AND LITTLE DEER CREEK, BEGIN 7.1 MILES NORTHEAST OF US-183, EXTEND NORTHEAST. PROJECT LENGTH = 0.57 MILES. | ||||||||||||
Primary County: | CUSTER | ||||||||||||
Name of Road: | SH-33 | ||||||||||||
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: | 08/16/2012 | NTP Effective Date: | 02/18/2013 | Pay Period: | 09/01/2013 TO 11/30/2013 |
Date Awarded: | 09/10/2012 | Date Work Began: | 02/11/2013 | Original Contract Time: | 220 |
Date Contract Executed: | 09/27/2012 | Date Time Stopped: | Current Time Charged: | 218.00 | |
Date NTP Issued: | 11/19/2012 | Completion Date: | Current Time Allowed: | 220.00 | |
General Liability Expires: | 05/01/2014 | Workman's Comp Expires: | 07/01/2014 | Percent Time Used: | 99.09 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $2,561,056.22 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $2,666,450.65 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 98.89 % | Non Participating: | $2,637,253.29 | $2,637,253.29 | $0.00 | ||
Unearned Balance: | $29,704.69 | Total Earnings: | $2,637,253.29 | $2,637,253.29 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,637,253.29 | $2,637,253.29 | $0.00 | ||||
Other Adjustments: | $-507.33 | $-76,197.07 | $75,689.74 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,636,745.96 | $2,561,056.22 | $75,689.74 |
Contract ID: | 120270 | Estimate Number: | 0018 | Primary JP: | 24133(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Asphalt, Subgrade and Asph. Removal | Approved | 12/09/2013 | 0.0 | $69,535.03 |
002 | Sod Overruns | Approved | 12/09/2013 | 0.0 | $35,859.40 |
003 | Early Completion Incentive | Pending | 0 | 0.0 | $30,000.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24133(04) | 0027 | Stockpiled Material Closure | 0017 | $-6,847.12 | |
24133(04) | 0027 | Stockpiled Material Initial Payment | 0004 | $6,847.12 | |
24133(04) | 0028 | Stockpiled Material Adjustment | 0017 | $-6,120.00 | |
24133(04) | 0028 | Stockpiled Material Initial Payment | 0004 | $6,120.00 | |
24133(04) | 0029 | Stockpiled Material Adjustment | 0017 | $-3,172.00 | |
24133(04) | 0029 | Stockpiled Material Initial Payment | 0004 | $3,172.00 | |
24133(04) | 0033 | Stockpiled Material Initial Payment | 0003 | $143,261.55 | |
24133(04) | 0033 | Stockpiled Material Adjustment | 0010 | $-143,261.55 | |
24133(04) | 0034 | Stockpiled Material Adjustment | 0013 | $-9,486.56 | |
24133(04) | 0034 | Stockpiled Material Initial Payment | 0006 | $9,486.56 | |
24133(04) | 0036 | Stockpiled Material Initial Payment | 0005 | $5,762.78 | |
24133(04) | 0036 | Stockpiled Material Adjustment | 0014 | $-5,762.78 | |
24133(04) | 0038 | Stockpiled Material Adjustment | 0010 | $-1,222.40 | |
24133(04) | 0038 | Stockpiled Material Initial Payment | 0005 | $1,222.40 | |
24133(04) | 0039 | Stockpiled Material Adjustment | 0010 | $-7,174.08 | |
24133(04) | 0039 | Stockpiled Material Initial Payment | 0003 | $7,174.08 | |
24133(04) | 0039 | Stockpiled Material Initial Payment | 0005 | $18,568.00 | |
24133(04) | 0039 | Stockpiled Material Adjustment | 0010 | $-18,568.00 | |
24133(04) | 0040 | Stockpiled Material Adjustment | 0010 | $-4,625.12 | |
24133(04) | 0040 | Stockpiled Material Initial Payment | 0003 | $4,625.12 | |
24133(04) | 0044 | Stockpiled Material Initial Payment | 0005 | $18,954.60 | |
24133(04) | 0044 | Stockpiled Material Initial Payment | 0006 | $40,733.40 | |
24133(04) | 0044 | Stockpiled Material Adjustment | 0008 | $-10,080.00 | |
24133(04) | 0044 | Stockpiled Material Adjustment | 0013 | $-40,733.40 | |
24133(04) | 0044 | Stockpiled Material Adjustment | 0009 | $-5,796.00 | |
24133(04) | 0044 | Stockpiled Material Adjustment | 0013 | $-3,078.60 | |
24133(04) | 0045 | Stockpiled Material Initial Payment | 0002 | $16,842.96 | |
24133(04) | 0045 | Stockpiled Material Adjustment | 0006 | $-16,842.96 | |
24133(04) | 0048 | Stockpiled Material Initial Payment | 0005 | $14,390.20 | |
24133(04) | 0048 | Stockpiled Material Adjustment | 0007 | $-14,390.20 | |
26856(04) | 0073 | Stockpiled Material Initial Payment | 0004 | $6,006.25 | |
26856(04) | 0073 | Stockpiled Material Closure | 0017 | $-6,006.25 | |
26856(04) | 0074 | Stockpiled Material Initial Payment | 0004 | $6,120.00 | |
26856(04) | 0074 | Stockpiled Material Adjustment | 0017 | $-6,120.00 | |
26856(04) | 0075 | Stockpiled Material Adjustment | 0017 | $-3,172.00 | |
26856(04) | 0075 | Stockpiled Material Initial Payment | 0004 | $3,172.00 | |
26856(04) | 0078 | Stockpiled Material Initial Payment | 0005 | $9,058.64 | |
26856(04) | 0078 | Stockpiled Material Adjustment | 0012 | $-9,058.64 | |
26856(04) | 0080 | Stockpiled Material Adjustment | 0011 | $-13,160.44 | |
26856(04) | 0080 | Stockpiled Material Initial Payment | 0005 | $13,160.44 | |
26856(04) | 0081 | Stockpiled Material Adjustment | 0013 | $-3,000.00 | |
26856(04) | 0081 | Stockpiled Material Initial Payment | 0005 | $3,000.00 | |
26856(04) | 0082 | Stockpiled Material Adjustment | 0011 | $-63,210.00 | |
26856(04) | 0082 | Stockpiled Material Initial Payment | 0006 | $63,210.00 | |
26856(04) | 0083 | Stockpiled Material Initial Payment | 0001 | $3,797.55 | |
26856(04) | 0083 | Stockpiled Material Adjustment | 0010 | $-3,797.55 | |
26856(04) | 0084 | Stockpiled Material Initial Payment | 0001 | $3,797.55 | |
26856(04) | 0084 | Stockpiled Material Adjustment | 0010 | $-3,797.55 | |
26856(04) | 0087 | Stockpiled Material Initial Payment | 0005 | $20,325.00 | |
26856(04) | 0087 | Stockpiled Material Adjustment | 0009 | $-1,452.00 | |
26856(04) | 0087 | Stockpiled Material Closure | 0011 | $-18,873.00 | |
26856(04) | 0088 | Stockpiled Material Initial Payment | 0001 | $11,246.40 | |
26856(04) | 0088 | Stockpiled Material Adjustment | 0009 | $-11,246.40 | |
29230(04) | 0111 | Stockpiled Material Closure | 0017 | $-8,649.00 | |
29230(04) | 0111 | Stockpiled Material Initial Payment | 0004 | $8,649.00 | |
29230(04) | 0112 | Stockpiled Material Initial Payment | 0004 | $6,120.00 | |
29230(04) | 0112 | Stockpiled Material Adjustment | 0017 | $-6,120.00 | |
29230(04) | 0113 | Stockpiled Material Adjustment | 0017 | $-3,172.00 | |
29230(04) | 0113 | Stockpiled Material Initial Payment | 0004 | $3,172.00 | |
29230(04) | 0116 | Stockpiled Material Adjustment | 0008 | $-6,186.18 | |
29230(04) | 0116 | Stockpiled Material Initial Payment | 0005 | $6,186.18 | |
29230(04) | 0118 | Stockpiled Material Initial Payment | 0005 | $5,779.45 | |
29230(04) | 0118 | Stockpiled Material Adjustment | 0007 | $-5,779.45 | |
29230(04) | 0119 | Stockpiled Material Initial Payment | 0005 | $2,827.21 | |
29230(04) | 0119 | Stockpiled Material Adjustment | 0008 | $-2,827.21 | |
29230(04) | 0120 | Stockpiled Material Closure | 0007 | $-63,609.90 | |
29230(04) | 0120 | Stockpiled Material Initial Payment | 0006 | $63,609.90 | |
29230(04) | 0121 | Stockpiled Material Adjustment | 0007 | $-2,531.70 | |
29230(04) | 0121 | Stockpiled Material Initial Payment | 0001 | $2,531.70 | |
29230(04) | 0122 | Stockpiled Material Adjustment | 0007 | $-5,108.60 | |
29230(04) | 0122 | Stockpiled Material Initial Payment | 0001 | $5,108.60 | |
29230(04) | 0124 | Stockpiled Material Closure | 0007 | $-14,437.80 | |
29230(04) | 0124 | Stockpiled Material Initial Payment | 0005 | $14,437.80 | Subtotals For Stockpile Payments | $0.00 |
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 |
Withhold to Funds Avail(Prog. Est. Only) | 0017 | $-75,689.74 |
Withhold to Funds Avail(Prog. Est. Only) | 0018 | $75,689.74 | 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 |
24133(04) | 0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,588.42 | $-0.13 | $-208.48 |
24133(04) | 0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 516.54 | $-0.13 | $-67.80 |
24133(04) | 0014 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 465.90 | $-0.15 | $-69.89 |
26856(04) | 0069 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 560.69 | $-0.15 | $-84.10 |
29230(04) | 0107 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 513.71 | $-0.15 | $-77.06 | Subtotals For Line Item Adjustments | $-507.33 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Incentive/Disincentive for Early/Late Completion | 02/10/2013 | 08/29/2013 | 210.00 DYS | $3,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 120270 | Estimate Number: | 0018 | Primary JP: | 24133(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: SSP-120B(124)SS | Project: 24133(04) | Category: 0100/ROADWAY - SSP-120B(124)SS | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $16,590.00 | $0.00 | $16,590.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 4,582.000 | 4,582.000 | 4,582.000 | $5.51 | $0.00 | $25,246.82 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $12,075.00 | $0.00 | $12,075.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 930.000 | 930.000 | 931.000 | $3.15 | $0.00 | $2,932.65 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 200.000 | 200.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 7,780.000 | 15,697.400 | 4,000.000 | $2.31 | $0.00 | $9,240.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.400 | 3.400 | 0.000 | $735.00 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 3.400 | 3.400 | 0.000 | $105.00 | $0.00 | $0.00 | |
0009 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,445.000 | 3,445.000 | 3,445.000 | $3.15 | $0.00 | $10,851.75 | |
0010 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 10.000 | 10.000 | 0.000 | 24.110 | $71.53 | $0.00 | $1,724.59 |
0011 | TACK COAT | 407(B) 0250 | GAL | 523.000 | 523.000 | 0.000 | 1,050.000 | $2.63 | $0.00 | $2,761.50 |
0012 | PRIME COAT | 408 5774 | GAL | 851.900 | 851.900 | 0.000 | $8.40 | $0.00 | $0.00 | |
0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,432.500 | 1,588.420 | 0.000 | 2,104.960 | $93.45 | $0.00 | $196,708.51 |
0014 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 426.300 | 426.300 | 465.900 | $100.80 | $0.00 | $46,962.72 | |
0015 | COLD MILLING PAVEMENT | 412 5267 | SY | 200.000 | 200.000 | 0.000 | $6.04 | $0.00 | $0.00 | |
0016 | RUMBLE STRIP-METHOD HMA-CYC | 413(B) 4863 | LF | 1,520.000 | 1,520.000 | 0.000 | $2.36 | $0.00 | $0.00 | |
0017 | CLASS C CONCRETE | 509(D) 0325 | CY | 40.000 | 40.000 | 12.000 | $365.24 | $0.00 | $4,382.88 | |
0018 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 132.000 | 132.000 | 132.000 | $85.69 | $0.00 | $11,311.08 | |
0019 | TYPE D6 CULVERT END TREATMENT | 613(M) 7199 | EA | 2.000 | 2.000 | 2.000 | $1,781.59 | $0.00 | $3,563.18 | |
0020 | REMOVAL OF FENCE | 619(B) 4725 | LF | 615.000 | 615.000 | 0.000 | $3.41 | $0.00 | $0.00 | |
0021 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,220.000 | 3,220.000 | 4,013.890 | $4.73 | $0.00 | $18,985.70 | |
0022 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 2.000 | 2.000 | 2.000 | $2,625.00 | $0.00 | $5,250.00 | |
0023 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 1.000 | 1.000 | 1.000 | $5,985.00 | $0.00 | $5,985.00 | |
0024 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 760.000 | 760.000 | 760.000 | $2.63 | $0.00 | $1,998.80 | |
0025 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 282.000 | 282.000 | 282.000 | $9.97 | $0.00 | $2,811.54 | |
0026 | SAWING PAVEMENT | 619(C) 0924 | LF | 232.000 | 232.000 | 108.080 | $6.30 | $0.00 | $680.90 | |
0027 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 712.500 | 712.500 | 687.500 | $13.65 | $0.00 | $9,384.38 | |
0028 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,094.75 | $0.00 | $8,379.00 | |
0029 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,286.25 | $0.00 | $5,145.00 | |
0030 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 605.000 | 605.000 | 0.000 | 480.000 | $10.50 | $0.00 | $5,040.00 |
Subtotals For Category 0100/ROADWAY - SSP-120B(124)SS | $0.00 | $408,011.00 | ||||||||
Fed/State Project Number: SSP-120B(124)SS | Project: 24133(04) | Category: 0200/BRIDGE - SSP-120B(124)SS | ||||||||
0031 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $19.26 | $0.00 | $1,733.40 | |
0032 | CLSM BACKFILL | 501(G) 6309 | CY | 200.000 | 200.000 | 200.000 | $141.88 | $0.00 | $28,376.00 | |
0033 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,037.000 | 1,037.000 | 1,037.000 | $192.86 | $0.00 | $199,995.82 | |
0034 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $162.38 | $0.00 | $36,503.02 | |
0035 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,380.000 | 1,380.000 | 1,380.000 | $2.04 | $0.00 | $2,815.20 | |
0036 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 617.000 | 617.000 | 617.000 | $84.73 | $0.00 | $52,278.41 | |
0037 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.17 | $0.00 | $3,328.50 | |
0038 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $564.93 | $0.00 | $4,519.44 | |
0039 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,122.75 | $0.00 | $33,964.00 | |
0040 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $496.56 | $0.00 | $7,944.96 | |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 342.000 | 342.000 | 342.000 | $513.80 | $0.00 | $175,719.60 | |
0042 | CLASS A CONCRETE | 509(B) 1328 | CY | 138.600 | 138.600 | 138.600 | $535.02 | $0.00 | $74,153.77 | |
0043 | REINFORCING STEEL | 511(A) 1332 | LB | 500.000 | 500.000 | 500.000 | $1.63 | $0.00 | $815.00 | |
0044 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 99,510.000 | 99,510.000 | 99,510.000 | $0.99 | $0.00 | $98,514.90 | |
0045 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 942.000 | 942.000 | 967.910 | $31.33 | $0.00 | $30,324.62 | |
0046 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 942.000 | 942.000 | 965.740 | $8.56 | $0.00 | $8,266.73 | |
0047 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,168.200 | 1,168.200 | 1,168.200 | $3.26 | $0.00 | $3,808.33 | |
0048 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 220.000 | 220.000 | 222.000 | $661.46 | $0.00 | $146,844.12 | |
0049 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 163.000 | $5.67 | $0.00 | $924.21 | |
0050 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 1.800 | $214.00 | $0.00 | $385.20 | |
0051 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,270.000 | 1,270.000 | 1,959.290 | $39.97 | $0.00 | $78,312.82 | |
0052 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 255.000 | 255.000 | 477.490 | $32.52 | $0.00 | $15,527.98 | |
0053 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $32.92 | $0.00 | $2,765.28 | |
0054 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 80.000 | 80.000 | 100.000 | $6.42 | $0.00 | $642.00 | |
0055 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $54,891.00 | $0.00 | $54,891.00 | |
Subtotals For Category 0200/BRIDGE - SSP-120B(124)SS | $0.00 | $1,063,354.31 | ||||||||
Fed/State Project Number: SSP-120B(124)SS | Project: 24133(04) | Category: 0300/TRAFFIC - SSP-120B(124)SS | ||||||||
0056 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 2.000 | 2.000 | $157.50 | $0.00 | $315.00 | |
0057 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 18.750 | 18.750 | 0.000 | $16.80 | $0.00 | $0.00 | |
0058 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 48.000 | 48.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
0059 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 26.000 | 26.000 | 25.000 | $6.30 | $0.00 | $157.50 | |
0060 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 3,243.000 | 3,243.000 | 3,108.000 | $0.63 | $0.00 | $1,958.04 | |
Subtotals For Category 0300/TRAFFIC - SSP-120B(124)SS | $0.00 | $2,430.54 | ||||||||
Fed/State Project Number: SSP-120B(124)SS | Project: 24133(04) | Category: 0301/TRAFFIC CONTROL - SSP-120B(124)SS | ||||||||
0061 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 12.000 | 12.000 | 0.000 | 392.000 | $1.05 | $0.00 | $411.60 |
0062 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $15,750.00 | $0.00 | $15,750.00 | |
0063 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 440.000 | 440.000 | 470.000 | $15.75 | $0.00 | $7,402.50 | |
Subtotals For Category 0301/TRAFFIC CONTROL - SSP-120B(124)SS | $0.00 | $23,564.10 | ||||||||
Fed/State Project Number: SSP-120B(124)SS | Project: 24133(04) | Category: 0600/CONSTRUCTION STAKING - SSP-120B(124)SS | ||||||||
0064 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.950 | $20,737.50 | $0.00 | $19,700.64 | |
Subtotals For Category 0600/CONSTRUCTION STAKING - SSP-120B(124)SS | $0.00 | $19,700.64 | ||||||||
Fed/State Project Number: SSP-120B(124)SS | Project: 24133(04) | Category: 0640/CONSTRUCTION - SSP-120B(124)SS | ||||||||
0065 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.400 | $3,827.25 | $0.00 | $1,530.91 | |
0066 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $113,250.00 | $0.00 | $113,250.00 | |
Subtotals For Category 0640/CONSTRUCTION - SSP-120B(124)SS | $0.00 | $114,780.91 | ||||||||
Subtotals For Project SSP-120B(124)SS /24133(04) | $0.00 | $1,631,841.50 |
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: SBR-120B(178)SB | Project: 26856(04) | Category: 0100/ROADWAY - SBR-120B(178)SB | ||||||||
0067 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,510.000 | 1,510.000 | 526.000 | $3.15 | $0.00 | $1,656.90 | |
0068 | SOLID SLAB SODDING | 230(A) 2806 | SY | 429.000 | 536.250 | 3,674.900 | $10.50 | $0.00 | $38,586.45 | |
0069 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 500.000 | 500.000 | 560.690 | $100.80 | $0.00 | $56,517.55 | |
0070 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,134.000 | 2,134.000 | 907.180 | $6.04 | $0.00 | $5,479.37 | |
0071 | CLASS C CONCRETE | 509(D) 0325 | CY | 8.000 | 8.000 | 0.000 | $462.65 | $0.00 | $0.00 | |
0072 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 681.000 | 681.000 | 656.000 | $2.10 | $0.00 | $1,377.60 | |
0073 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 625.000 | 625.000 | 475.000 | $13.65 | $0.00 | $6,483.75 | |
0074 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,094.75 | $0.00 | $8,379.00 | |
0075 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,286.25 | $0.00 | $5,145.00 | |
0076 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 10.000 | 10.000 | 18.000 | $6.30 | $0.00 | $113.40 | |
6004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 3,138.650 | 0.000 | $2.31 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - SBR-120B(178)SB | $0.00 | $123,739.02 | ||||||||
Fed/State Project Number: SBR-120B(178)SB | Project: 26856(04) | Category: 0200/BRIDGE 'A' - SBR-120B(178)SB | ||||||||
0077 | CLSM BACKFILL | 501(G) 6309 | CY | 20.000 | 20.000 | 29.100 | $158.99 | $0.00 | $4,626.61 | |
0078 | APPROACH SLAB | 504(A) 1304 | SY | 209.400 | 209.400 | 209.400 | $168.86 | $0.00 | $35,359.28 | |
0079 | SAW-CUT GROOVING | 504(B) 1305 | SY | 535.200 | 535.200 | 535.200 | $2.04 | $0.00 | $1,091.81 | |
0080 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 75.600 | 75.600 | 75.600 | $352.11 | $0.00 | $26,619.52 | |
0081 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 321.200 | 321.200 | 321.200 | $95.43 | $0.00 | $30,652.12 | |
0082 | STRUCTURAL STEEL | 506(A) 1322 | LB | 49,000.000 | 49,000.000 | 49,000.000 | $1.78 | $0.00 | $87,220.00 | |
0083 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 15.000 | 15.000 | 15.000 | $1,099.16 | $0.00 | $16,487.40 | |
0084 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 15.000 | 15.000 | 15.000 | $1,099.16 | $0.00 | $16,487.40 | |
0085 | CLASS AA CONCRETE | 509(A) 1326 | CY | 90.000 | 90.000 | 90.000 | $567.30 | $0.00 | $51,057.00 | |
0086 | CLASS A CONCRETE | 509(B) 1328 | CY | 82.000 | 82.000 | 82.000 | $668.77 | $0.00 | $54,839.14 | |
0087 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 33,900.000 | 33,900.000 | 33,900.000 | $1.13 | $0.00 | $38,307.00 | |
0088 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 480.000 | 480.000 | 480.000 | $46.25 | $0.00 | $22,200.00 | |
0089 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 480.000 | 480.000 | 457.760 | $12.84 | $0.00 | $5,877.64 | |
0090 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 399.000 | 399.000 | 399.000 | $3.26 | $0.00 | $1,300.74 | |
0091 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 20.000 | 20.000 | 0.000 | $53.50 | $0.00 | $0.00 | |
0092 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 1.000 | 1.000 | 0.000 | $85.60 | $0.00 | $0.00 | |
0093 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 2.000 | 2.000 | 2.670 | $697.64 | $0.00 | $1,862.70 | |
0094 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 230.000 | 230.000 | 218.480 | $39.97 | $0.00 | $8,732.65 | |
0095 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 60.000 | 60.000 | 52.000 | $32.52 | $0.00 | $1,691.04 | |
0096 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $12,091.00 | $0.00 | $12,091.00 | |
0097 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $7,837.75 | $0.00 | $7,837.75 | |
0098 | REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $8,319.25 | $0.00 | $8,319.25 | |
0099 | REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $7,222.50 | $0.00 | $7,222.50 | |
Subtotals For Category 0200/BRIDGE 'A' - SBR-120B(178)SB | $0.00 | $439,882.55 | ||||||||
Fed/State Project Number: SBR-120B(178)SB | Project: 26856(04) | Category: 0300/TRAFFIC - SBR-120B(178)SB | ||||||||
0100 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 4.000 | 4.000 | $78.75 | $0.00 | $315.00 | |
0101 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 32.000 | 32.000 | 0.000 | $16.80 | $0.00 | $0.00 | |
0102 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 44.000 | 44.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
0103 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 4,024.000 | 4,024.000 | 4,770.000 | $0.63 | $0.00 | $3,005.10 | |
Subtotals For Category 0300/TRAFFIC - SBR-120B(178)SB | $0.00 | $3,320.10 | ||||||||
Subtotals For Project SBR-120B(178)SB /26856(04) | $0.00 | $566,941.67 |
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: SBR-220B(007)SB | Project: 29230(04) | Category: 0100/ROADWAY - SBR-220B(007)SB | ||||||||
0104 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $17,955.00 | $0.00 | $17,955.00 | |
0105 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,535.000 | 1,535.000 | 200.000 | $3.15 | $0.00 | $630.00 | |
0106 | SOLID SLAB SODDING | 230(A) 2806 | SY | 512.000 | 4,492.000 | 4,492.000 | $2.31 | $0.00 | $10,376.52 | |
0107 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 589.000 | 589.000 | 513.710 | $100.80 | $0.00 | $51,781.97 | |
0108 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,334.000 | 2,334.000 | 976.290 | $6.04 | $0.00 | $5,896.79 | |
0109 | CLASS C CONCRETE | 509(D) 0325 | CY | 8.000 | 8.000 | 0.000 | 2.310 | $787.90 | $0.00 | $1,820.05 |
0110 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,002.000 | 1,002.000 | 1,002.000 | $5.25 | $0.00 | $5,260.50 | |
0111 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 900.000 | 900.000 | 675.000 | $13.65 | $0.00 | $9,213.75 | |
0112 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,094.75 | $0.00 | $8,379.00 | |
0113 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,286.25 | $0.00 | $5,145.00 | |
0114 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 18.000 | 18.000 | 23.000 | $6.30 | $0.00 | $144.90 | |
6001 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 0.000 | 932.870 | 0.000 | $3.15 | $0.00 | $0.00 | |
6002 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 516.540 | 0.000 | $93.45 | $0.00 | $0.00 | |
6003 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 793.890 | 0.000 | $4.73 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - SBR-220B(007)SB | $0.00 | $116,603.48 | ||||||||
Fed/State Project Number: SBR-220B(007)SB | Project: 29230(04) | Category: 0200/BRIDGE 'A' - SBR-220B(007)SB | ||||||||
0115 | CLSM BACKFILL | 501(G) 6309 | CY | 14.000 | 14.000 | 17.960 | $180.39 | $0.00 | $3,239.80 | |
0116 | APPROACH SLAB | 504(A) 1304 | SY | 143.000 | 143.000 | 143.000 | $163.51 | $0.00 | $23,381.93 | |
0117 | SAW-CUT GROOVING | 504(B) 1305 | SY | 505.400 | 505.400 | 505.400 | $2.05 | $0.00 | $1,036.07 | |
0118 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 33.200 | 33.200 | 33.200 | $320.01 | $0.00 | $10,624.33 | |
0119 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 302.700 | 302.700 | 302.700 | $89.01 | $0.00 | $26,943.33 | |
0120 | STRUCTURAL STEEL | 506(A) 1322 | LB | 49,310.000 | 49,310.000 | 49,310.000 | $1.78 | $0.00 | $87,771.80 | |
0121 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $1,453.74 | $0.00 | $14,537.40 | |
0122 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 20.000 | 20.000 | 20.000 | $1,453.74 | $0.00 | $29,074.80 | |
0123 | CLASS AA CONCRETE | 509(A) 1326 | CY | 94.000 | 94.000 | 94.000 | $551.25 | $0.00 | $51,817.50 | |
0124 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 23,840.000 | 23,840.000 | 23,840.000 | $1.13 | $0.00 | $26,939.20 | |
0125 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 211.800 | 211.800 | 211.800 | $3.74 | $0.00 | $792.13 | |
0126 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 20.000 | 20.000 | 21.000 | $53.50 | $0.00 | $1,123.50 | |
0127 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 1.000 | 1.000 | 0.000 | $85.60 | $0.00 | $0.00 | |
0128 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 3.000 | 3.000 | 9.540 | $697.64 | $0.00 | $6,655.49 | |
0129 | (PL)INSTALLATION OF BRIDGE ITEMS | 542 4600 | LSUM | 1.000 | 1.000 | 1.000 | $6,152.50 | $0.00 | $6,152.51 | |
0130 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 200.000 | 200.000 | 199.420 | $39.96 | $0.00 | $7,968.82 | |
0131 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 60.000 | 60.000 | 59.870 | $32.52 | $0.00 | $1,946.97 | |
0132 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $5,617.50 | $0.00 | $5,617.51 | |
0133 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $6,714.25 | $0.00 | $6,714.25 | |
0134 | REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $6,152.50 | $0.00 | $6,152.50 | |
Subtotals For Category 0200/BRIDGE 'A' - SBR-220B(007)SB | $0.00 | $318,489.84 | ||||||||
Fed/State Project Number: SBR-220B(007)SB | Project: 29230(04) | Category: 0300/TRAFFIC - SBR-220B(007)SB | ||||||||
0135 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 6.000 | 6.000 | 6.000 | $78.75 | $0.00 | $472.50 | |
0136 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 31.000 | 31.000 | 0.000 | $16.80 | $0.00 | $0.00 | |
0137 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 44.000 | 44.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
0138 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 4,024.000 | 4,024.000 | 4,610.000 | $0.63 | $0.00 | $2,904.30 | |
Subtotals For Category 0300/TRAFFIC - SBR-220B(007)SB | $0.00 | $3,376.80 | ||||||||
Subtotals For Project SBR-220B(007)SB /29230(04) | $0.00 | $438,470.12 |