Contract ID: | 090279 | Estimate Number: | 0029 | Contract No: | 411139 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | STP-STIM(038), STP-STIM(040) | ||||||||||||
Primary Job Piece No: | 09247(14) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US 70: BEGIN AT JEFFERSON COUNTY LINE, EXTEND EAST. OVER RED OAK CREEK 1.8 MILES EAST OF JEFFERSON COUNTY LINE. PROJECT LENGTH = 3.367 MILES. | ||||||||||||
Primary County: | CARTER | ||||||||||||
Name of Road: | US-70 | ||||||||||||
Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
2401 S. BROADWAY | |||||||||||||
MOORE , OK 73160 | |||||||||||||
Surety Company: | AMERICAN STATES INSURANCE CO. | ||||||||||||
Date Let: | 03/19/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 08/01/2011 TO 08/15/2012 |
Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 240 |
Date Contract Executed: | 04/15/2009 | Date Time Stopped: | 08/15/2012 | Current Time Charged: | 1207.00 |
Date NTP Issued: | 04/16/2009 | Completion Date: | 08/15/2012 | Current Time Allowed: | 1200.00 |
General Liability Expires: | 05/19/2013 | Workman's Comp Expires: | 05/19/2013 | Percent Time Used: | 100.58 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $7,403,893.04 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,352,000.00 | Participating: | $7,319,849.22 | $7,258,526.23 | $61,322.99 | ||
Percent Complete: | 99.57 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $31,558.01 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $-20,335.03 | Total Earnings: | $7,319,849.22 | $7,258,526.23 | $61,322.99 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $7,319,849.22 | $7,258,526.23 | $61,322.99 | ||||
Other Adjustments: | $66,485.81 | $58,483.48 | $8,002.33 | ||||
Liq Dam/Disincentive: | $-14,000.00 | $-14,000.00 | $0.00 | ||||
TOTAL: | $7,372,335.03 | $7,303,009.71 | $69,325.32 |
Contract ID: | 090279 | Estimate Number: | 0029 | Primary JP: | 09247(14) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Revised SP 108-STIM01 | Approved | 05/05/2009 | 0.0 | $0.00 |
002 | Revised Profile Grades | Approved | 12/06/2010 | 18.0 | $0.00 |
003 | Time Suspension | Approved | 04/01/2010 | 3.0 | $0.00 |
004 | Add new items, Smoothness (38)&(40) also item for Splices | Approved | 08/07/2012 | 0.0 | $51,893.04 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
09247(14) | 0033 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0010 | $-7,140.21 |
09247(14) | 0033 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0008 | $7,140.21 |
09247(14) | 0034 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0008 | $2,981.53 |
09247(14) | 0034 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0011 | $-2,981.53 |
09247(14) | 0040 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0008 | $20,182.05 |
09247(14) | 0040 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0008 | $-20,182.05 |
09247(14) | 0041 | PILES, FURNISHED (HP10X42) | Stockpiled Material Initial Payment | 0001 | $12,422.50 |
09247(14) | 0041 | PILES, FURNISHED (HP10X42) | Stockpiled Material Adjustment | 0008 | $-12,422.50 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0018 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0019 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0020 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0026 | -18.0 | $2,000.00 | $36,000.00 | Subtotals For Liquidated Damages | $-14,000.00 |
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 |
09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $170.22 |
09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0014 | 0.00 | $0.00 | $-3,773.22 |
09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-838.94 |
09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $3,773.22 |
09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-1,025.37 |
09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $838.94 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $191.10 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $245.00 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $15.40 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $269.96 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $47.56 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0015 | 0.00 | $0.00 | $20.69 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $62.71 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $129.31 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-20.69 |
09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-20.69 |
09247(14) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $2,798.26 |
09247(14) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $215.85 |
09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $1,439.48 |
09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-116.70 |
09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-52.38 |
09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $116.70 |
09247(14) | 0034 | CONCRETE RAIL (TR4) | * Material Discrepancy Adjustments | 0011 | 0.00 | $0.00 | $-4,641.86 |
09247(14) | 0034 | CONCRETE RAIL (TR4) | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $4,641.86 |
09247(14) | 0036 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0011 | 0.00 | $0.00 | $-3,360.47 |
09247(14) | 0036 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $3,360.47 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $918.42 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0014 | 0.00 | $0.00 | $-19,369.24 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $1,246.58 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $810.38 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0015 | 0.00 | $0.00 | $1,420.75 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-4,306.58 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $19,369.24 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $4,306.58 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-6,779.17 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-1,420.75 |
09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $1.12 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $123.31 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $2,039.17 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $1,161.15 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $440.52 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,275.38 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $883.16 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $1,792.05 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $2,127.56 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0015 | 0.00 | $0.00 | $1,199.05 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $1,246.47 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $1,784.00 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $2,057.84 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-1,191.85 |
09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-1,199.05 |
09247(15) | 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $17,380.65 |
09247(15) | 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $10,597.05 |
09247(15) | 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $715.35 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $230.63 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $19,890.10 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-1,103.90 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $2,068.89 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $1,283.79 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-1,099.01 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $1,103.90 |
09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $-4.14 | Subtotals For Line Item Adjustments | $66,485.81 | * = 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: | 090279 | Estimate Number: | 0029 | Primary JP: | 09247(14) | |||
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: STP-STIM(038) | Project: 09247(14) | Category: 0100/ROADWAY STP-STIM(038) | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,200.00 | $0.00 | $15,200.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 11,765.000 | 11,765.000 | 10,930.130 | $2.40 | $0.00 | $26,232.31 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 22,161.000 | 22,161.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $19,775.00 | $0.00 | $19,775.00 | |
0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 84.000 | 84.000 | 42.000 | $8.30 | $0.00 | $348.60 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 13,109.000 | 13,109.000 | 1,310.900 | 13,109.000 | $1.45 | $1,900.81 | $19,008.06 |
0007 | MULCH SODDING | 230(B) 2807 | SY | 20,492.000 | 20,492.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 7.000 | 7.000 | 0.000 | $415.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.000 | 7.000 | 0.960 | $415.00 | $0.00 | $398.40 | |
0010 | MOWING | 241 2832 | AC | 14.000 | 14.000 | 8.070 | $57.00 | $0.00 | $459.99 | |
0011 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 7,533.000 | 7,533.000 | 6,430.000 | $3.50 | $0.00 | $22,505.00 | |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 9.000 | 9.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0013 | TACK COAT | 407 0250 | GAL | 1,043.000 | 1,043.000 | 702.500 | $3.00 | $0.00 | $2,107.50 | |
0014 | PRIME COAT | 408 5774 | GAL | 1,164.000 | 1,164.000 | 603.950 | $3.00 | $0.00 | $1,811.85 | |
0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 672.000 | 672.000 | 618.760 | $65.50 | $0.00 | $40,528.78 | |
0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 3,567.000 | 3,567.000 | 2,792.500 | $53.80 | $0.00 | $150,236.51 | |
0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 448.000 | 448.000 | 568.010 | $71.70 | $0.00 | $40,726.32 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 466.000 | 466.000 | 268.840 | $72.35 | $0.00 | $19,450.57 | |
0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 198.000 | 198.000 | 2.000 | 353.750 | $228.00 | $456.00 | $80,655.00 |
0020 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 1.000 | 1.000 | 1.000 | $940.00 | $0.00 | $940.00 | |
0021 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 1.000 | 1.000 | 1.000 | $1,420.00 | $0.00 | $1,420.00 | |
0022 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 102.000 | 102.000 | 53.000 | $37.30 | $0.00 | $1,976.90 | |
0023 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,192.000 | 4,192.000 | 4,666.670 | $1.60 | $0.00 | $7,466.67 | |
0024 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 651.000 | 651.000 | 652.000 | $3.10 | $0.00 | $2,021.20 | |
0025 | SAWING PAVEMENT | 619(C) 0924 | LF | 80.000 | 80.000 | 0.000 | $4.15 | $0.00 | $0.00 | |
0026 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 700.000 | 700.000 | 700.000 | $16.10 | $0.00 | $11,270.00 | |
0027 | BEAM GUARD RAIL-THRIE-BEAM TRANSITION SECTION | 623(E) 7113 | EA | 4.000 | 4.000 | 4.000 | $1,505.00 | $0.00 | $6,020.00 | |
0028 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,180.00 | $0.00 | $8,720.00 | |
0029 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,394.000 | 1,394.000 | 1,500.000 | $3.20 | $0.00 | $4,800.00 | |
8001 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $4,029.87 | $4,029.87 | $4,029.87 |
Subtotals For Category 0100/ROADWAY STP-STIM(038) | $6,386.68 | $488,108.53 | ||||||||
Fed/State Project Number: STP-STIM(038) | Project: 09247(14) | Category: 0200/BRIDGE 'B' STP-STIM(038) | ||||||||
0030 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $23.25 | $0.00 | $2,092.50 | |
0031 | CLSM BACKFILL | 501(G) 6309 | CY | 136.000 | 136.000 | 136.000 | $151.00 | $0.00 | $20,536.00 | |
0032 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 657.000 | 657.000 | 657.000 | $203.00 | $0.00 | $133,371.00 | |
0033 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $145.50 | $0.00 | $32,708.40 | |
0034 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 427.000 | 427.000 | 0.000 | 427.000 | $67.50 | $0.00 | $28,822.50 |
0035 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $4.15 | $0.00 | $4,357.50 | |
0036 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.700 | 228.700 | 0.000 | 228.700 | $529.00 | $0.00 | $120,982.30 |
0037 | CLASS A CONCRETE | 509(B) 1328 | CY | 114.200 | 114.200 | 114.200 | $519.00 | $0.00 | $59,269.80 | |
0038 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 11.920 | $374.00 | $0.00 | $4,458.08 | |
0039 | REINFORCING STEEL | 511(A) 1332 | LB | 560.000 | 560.000 | 560.000 | $1.70 | $0.00 | $952.00 | |
0040 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 71,290.000 | 71,290.000 | 71,290.000 | $1.15 | $0.00 | $81,983.50 | |
0041 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 623.000 | 623.000 | 623.000 | $42.45 | $0.00 | $26,446.35 | |
0042 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 623.000 | 623.000 | 619.750 | $12.45 | $0.00 | $7,715.89 | |
0043 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $640.00 | $0.00 | $8,960.00 | |
0044 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 745.000 | 745.000 | 745.000 | $3.50 | $0.00 | $2,607.50 | |
0045 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 234.000 | 234.000 | 238.930 | $650.00 | $0.00 | $155,304.50 | |
0046 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 162.000 | $4.90 | $0.00 | $793.80 | |
0047 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 2.000 | $228.00 | $0.00 | $456.00 | |
0048 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $291.00 | $0.00 | $2,328.00 | |
0049 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $970.00 | $0.00 | $15,520.00 | |
0050 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $332.00 | $0.00 | $5,312.00 | |
0051 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,910.000 | 1,910.000 | -49.900 | 1,716.740 | $41.50 | $-2,070.85 | $71,244.72 |
0052 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 360.000 | 360.000 | 0.020 | 490.970 | $36.30 | $0.73 | $17,822.21 |
0053 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $25.60 | $0.00 | $2,150.40 | |
0054 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 50.000 | 50.000 | 50.000 | $25.60 | $0.00 | $1,280.00 | |
0055 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $31,135.00 | $0.00 | $31,135.00 | |
8000 | SPLICE(10" PILE) | 514 6205 | EA | 0.000 | 9.000 | 9.000 | 9.000 | $175.00 | $1,575.00 | $1,575.00 |
8003 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-551.95 | $-551.95 | $-551.95 |
Subtotals For Category 0200/BRIDGE 'B' STP-STIM(038) | $-1,047.07 | $839,633.00 | ||||||||
Fed/State Project Number: STP-STIM(038) | Project: 09247(14) | Category: 0300/TRAFFIC STP-STIM(038) | ||||||||
0056 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 6,000.000 | 6,000.000 | 0.000 | $0.15 | $0.00 | $0.00 | |
0057 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,500.000 | 1,500.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
0058 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 840.000 | 840.000 | 80.000 | 1,104.000 | $0.10 | $8.00 | $110.40 |
0059 | VERTICAL PANELS | 880(D) 8854 | SD | 6,300.000 | 6,300.000 | 307.000 | 3,778.000 | $0.10 | $30.70 | $377.80 |
0060 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,680.000 | 1,680.000 | 160.000 | 2,208.000 | $0.01 | $1.60 | $22.08 |
0061 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 12,600.000 | 12,600.000 | 307.000 | 3,778.000 | $0.01 | $3.07 | $37.78 |
0062 | DRUMS | 880(F) 8878 | SD | 6,300.000 | 6,300.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC STP-STIM(038) | $43.37 | $548.06 | ||||||||
Subtotals For Project STP-STIM(038) /09247(14) | $5,382.98 | $1,328,289.59 |
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: STP-STIM(040) | Project: 09247(15) | Category: 0100/ROADWAY STP-STIM(040) | ||||||||
0063 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $83,610.00 | $0.00 | $83,610.00 | |
0064 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 205,972.000 | 205,972.000 | 815.520 | 199,573.640 | $2.10 | $1,712.59 | $419,104.64 |
0065 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 3,522.000 | 3,522.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0066 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $125,625.00 | $0.00 | $125,625.00 | |
0067 | TEMPORARY SILT FENCE | 223 2801 | LF | 384.000 | 384.000 | 1,245.000 | $6.00 | $0.00 | $7,470.00 | |
0068 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 1.000 | 1.000 | 1.000 | $350.00 | $0.00 | $350.00 | |
0069 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,484.000 | 1,484.000 | 742.000 | $9.50 | $0.00 | $7,049.00 | |
0070 | SOLID SLAB SODDING | 230(A) 2806 | SY | 120,775.000 | 120,775.000 | -1,310.900 | 292,190.250 | $1.45 | $-1,900.81 | $423,675.87 |
0071 | MULCH SODDING | 230(B) 2807 | SY | 200,906.000 | 200,906.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0072 | SEEDING METHOD B | 232(B) 2814 | AC | 67.000 | 67.000 | 0.000 | $415.00 | $0.00 | $0.00 | |
0073 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 67.000 | 67.000 | 22.940 | $415.00 | $0.00 | $9,520.10 | |
0074 | MOWING | 241 2832 | AC | 134.000 | 134.000 | 130.110 | $57.00 | $0.00 | $7,416.27 | |
0075 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 81,962.000 | 81,962.000 | 80,213.610 | $3.15 | $0.00 | $252,672.87 | |
0076 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 557.000 | 557.000 | 30.120 | 648.230 | $22.00 | $662.64 | $14,261.06 |
0077 | TACK COAT | 407 0250 | GAL | 12,035.000 | 12,035.000 | 125.000 | 12,272.500 | $3.00 | $375.00 | $36,817.50 |
0078 | PRIME COAT | 408 5774 | GAL | 14,041.000 | 14,041.000 | 5,007.780 | $3.00 | $0.00 | $15,023.34 | |
0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 7,317.000 | 7,317.000 | 7,229.920 | $61.53 | $0.00 | $444,856.98 | |
0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 39,873.000 | 39,873.000 | 39,156.590 | $51.00 | $0.00 | $1,996,986.09 | |
0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 4,877.000 | 4,877.000 | 5,375.640 | $67.00 | $0.00 | $360,167.88 | |
0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,985.000 | 3,985.000 | 0.000 | 5,079.070 | $53.40 | $0.00 | $271,222.34 |
0083 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 125.000 | 125.000 | 9.790 | 220.310 | $15.50 | $151.75 | $3,414.82 |
0084 | CLASS A CONCRETE | 509(B) 0321 | CY | 449.000 | 449.000 | 1.010 | 523.020 | $471.00 | $475.71 | $246,342.42 |
0085 | CLASS C CONCRETE | 509(D) 0325 | CY | 395.000 | 395.000 | -27.610 | 891.300 | $228.00 | $-6,295.08 | $203,216.40 |
0086 | REINFORCING STEEL | 511(A) 0332 | LB | 69,385.000 | 69,385.000 | 1,181.000 | 76,396.640 | $0.67 | $791.27 | $51,185.75 |
0087 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 678.000 | 678.000 | 300.690 | 992.150 | $32.00 | $9,622.08 | $31,748.80 |
0088 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 0.000 | $3,730.00 | $0.00 | $0.00 | |
0089 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 57.000 | 57.000 | 0.000 | $47.95 | $0.00 | $0.00 | |
0090 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(B) 4497 | LF | 67.000 | 67.000 | 88.000 | $133.15 | $0.00 | $11,717.20 | |
0091 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(B) 4499 | LF | 67.000 | 67.000 | 144.000 | $170.45 | $0.00 | $24,544.80 | |
0092 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 12.000 | 12.000 | 5.000 | $799.00 | $0.00 | $3,995.00 | |
0093 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 8.000 | 8.000 | 7.000 | $965.00 | $0.00 | $6,755.00 | |
0094 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,690.00 | $0.00 | $3,380.00 | |
0095 | TYPE CC4 CULVERT END TREATMENT | 613(CC) 7193 | EA | 1.000 | 1.000 | 1.000 | $2,790.00 | $0.00 | $2,790.00 | |
0096 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 12.000 | 12.000 | 5.000 | $975.00 | $0.00 | $4,875.00 | |
0097 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 8.000 | 8.000 | 6.000 | $1,255.00 | $0.00 | $7,530.00 | |
0098 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 3.000 | $2,365.00 | $0.00 | $7,095.00 | |
0099 | TYPE CC6 CULVERT END TREATMENT | 613(CC) 7203 | EA | 1.000 | 1.000 | 1.000 | $3,928.00 | $0.00 | $3,928.00 | |
0100 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,239.000 | 1,239.000 | 786.000 | $32.00 | $0.00 | $25,152.00 | |
0101 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 572.000 | 572.000 | 468.940 | $37.30 | $0.00 | $17,491.46 | |
0102 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 16.000 | 16.000 | 0.000 | $48.00 | $0.00 | $0.00 | |
0103 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(D) 4530 | LF | 72.000 | 72.000 | 12.000 | 91.700 | $53.30 | $639.60 | $4,887.61 |
0104 | 49" X 33" CORR. GALV. STEEL PIPE ARCH | 613(D) 4531 | LF | 68.000 | 68.000 | 70.000 | $63.90 | $0.00 | $4,473.00 | |
0105 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $56,865.00 | $0.00 | $56,865.00 | |
0106 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 58,812.000 | 58,812.000 | 74,258.230 | $1.40 | $0.00 | $103,961.52 | |
0107 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 348.000 | 348.000 | 664.000 | $3.10 | $0.00 | $2,058.40 | |
0108 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,064.000 | 6,064.000 | 1,880.000 | $4.15 | $0.00 | $7,802.00 | |
0109 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 650.000 | 650.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0110 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 0.000 | $2,200.00 | $0.00 | $0.00 | |
0111 | FENCE-STYLE WWF | 624(A) 4281 | LF | 1,600.000 | 1,600.000 | 1,588.000 | $3.80 | $0.00 | $6,034.40 | |
0112 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 1.000 | 1.000 | 1.000 | $520.00 | $0.00 | $520.00 | |
0113 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 14,412.000 | 14,412.000 | 13,750.000 | $3.70 | $0.00 | $50,875.00 | |
0114 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 3.000 | $65.00 | $0.00 | $195.00 | |
0115 | MAILBOX | 629(C) 4960 | EA | 8.000 | 8.000 | 6.000 | $27.00 | $0.00 | $162.00 | |
0116 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 6.000 | 6.000 | $11.00 | $0.00 | $66.00 | |
8002 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $46,840.12 | $46,840.12 | $46,840.12 |
Subtotals For Category 0100/ROADWAY STP-STIM(040) | $53,074.87 | $5,415,730.64 | ||||||||
Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0200/BRIDGE 'A' STP-STIM(040) | ||||||||
0117 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,215.000 | 1,215.000 | 1,045.710 | $6.20 | $0.00 | $6,483.40 | |
0118 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 270.000 | 270.000 | 270.000 | $15.50 | $0.00 | $4,185.00 | |
0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 491.900 | 491.900 | 491.900 | $378.80 | $0.00 | $186,331.72 | |
0120 | REINFORCING STEEL | 511(A) 1332 | LB | 75,400.000 | 75,400.000 | 75,400.000 | $0.67 | $0.00 | $50,518.00 | |
0121 | TYPE II SPECIAL PLAIN RIPRAP | 601(B) 1357 | TON | 420.000 | 420.000 | 173.360 | $33.00 | $0.00 | $5,720.88 | |
0122 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $1,868.00 | $0.00 | $1,868.00 | |
Subtotals For Category 0200/BRIDGE 'A' STP-STIM(040) | $0.00 | $255,107.00 | ||||||||
Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0300/TRAFFIC STP-STIM(040) | ||||||||
0123 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 65,000.000 | 65,000.000 | 31,185.000 | $0.13 | $0.00 | $4,054.05 | |
0124 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 6,000.000 | 6,000.000 | 1,230.000 | $0.53 | $0.00 | $651.90 | |
0125 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,250.000 | 5,250.000 | 545.000 | 6,397.000 | $0.53 | $288.85 | $3,390.41 |
0126 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,150.000 | 3,150.000 | 700.000 | 3,477.000 | $0.53 | $371.00 | $1,842.81 |
0127 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,150.000 | 3,150.000 | 463.000 | 3,988.000 | $3.20 | $1,481.60 | $12,761.60 |
0128 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,660.000 | 9,660.000 | 592.000 | 3,819.000 | $0.11 | $65.12 | $420.09 |
0129 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 420.000 | 46.000 | 765.000 | $0.27 | $12.42 | $206.55 |
0130 | VERTICAL PANELS | 880(D) 8854 | SD | 68,250.000 | 68,250.000 | 37,942.000 | $0.11 | $0.00 | $4,173.62 | |
0131 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,000.000 | 21,000.000 | 1,435.000 | 11,818.000 | $0.01 | $14.35 | $118.18 |
0132 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 106,050.000 | 106,050.000 | 3,615.000 | 53,734.000 | $0.01 | $36.15 | $537.34 |
0133 | DRUMS | 880(F) 8878 | SD | 34,700.000 | 34,700.000 | 5,415.000 | 21,665.000 | $0.11 | $595.65 | $2,383.15 |
Subtotals For Category 0300/TRAFFIC STP-STIM(040) | $2,865.14 | $30,539.70 | ||||||||
Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0301/TRAFFIC SIGNING STP-STIM(040) | ||||||||
0134 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 142.580 | 142.580 | 124.580 | $17.06 | $0.00 | $2,125.33 | |
0135 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 274.000 | 274.000 | 313.000 | $12.80 | $0.00 | $4,006.40 | |
0136 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 55,530.000 | 55,530.000 | 60,985.000 | $0.52 | $0.00 | $31,712.20 | |
0137 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 88.000 | 88.000 | 96.000 | $6.40 | $0.00 | $614.40 | |
Subtotals For Category 0301/TRAFFIC SIGNING STP-STIM(040) | $0.00 | $38,458.33 | ||||||||
Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0600/STAKING STP-STIM(040) | ||||||||
0138 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $52,560.00 | $0.00 | $52,560.00 | |
Subtotals For Category 0600/STAKING STP-STIM(040) | $0.00 | $52,560.00 | ||||||||
Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0640/CONSTRUCTION STP-STIM(040) | ||||||||
0139 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $7,520.00 | $0.00 | $7,520.00 | |
0140 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 0.000 | $19,680.00 | $0.00 | $0.00 | |
0141 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $165,258.96 | $0.00 | $165,258.96 | |
0142 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $26,385.00 | $0.00 | $26,385.00 | |
Subtotals For Category 0640/CONSTRUCTION STP-STIM(040) | $0.00 | $199,163.96 | ||||||||
Subtotals For Project STP-STIM(040) /09247(15) | $55,940.01 | $5,991,559.63 |