Contract ID: | 120265 | Estimate Number: | 0006 | Contract No: | 810227 | |||
Residency: | LEIDOS (AKA SAIC) (08014) | Estimate Type: | Progressive | Account No: | 432800 | |||
Project Number(s): | BRO-172D(598)CO | ||||||||||||
Primary Job Piece No: | 15860(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (NS-397/HARVARD AVENUE): OVER BIRD CREEK TRIBUTARY 2.8 MILES SOUTH AND 1.0 MILE WEST OF THE US-75/SH-20 JUNCTION. PROJECT LENGTH = 0.099 MILE. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | B & B BRIDGE COMPANY, LLC | ||||||||||||
411 SIXTH STREET | |||||||||||||
ST. PAUL , KS 66771 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 07/19/2012 | NTP Effective Date: | 11/05/2012 | Pay Period: | 02/01/2013 TO 06/03/2014 |
Date Awarded: | 08/06/2012 | Date Work Began: | 10/24/2012 | Original Contract Time: | 60 |
Date Contract Executed: | 08/16/2012 | Date Time Stopped: | 03/13/2013 | Current Time Charged: | 88.00 |
Date NTP Issued: | 10/08/2012 | Completion Date: | 03/13/2013 | Current Time Allowed: | 60.00 |
General Liability Expires: | 03/31/2015 | Workman's Comp Expires: | 03/31/2015 | Percent Time Used: | 146.67 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $325,782.00 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $350,618.30 | Participating: | $359,254.85 | $345,587.51 | $13,667.34 | ||
Percent Complete: | 99.22 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $2,723.77 | Total Earnings: | $359,254.85 | $345,587.51 | $13,667.34 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $359,254.85 | $345,587.51 | $13,667.34 | ||||
Other Adjustments: | $-860.32 | $-9,186.77 | $8,326.45 | ||||
Liq Dam/Disincentive: | $-10,500.00 | $-10,500.00 | $0.00 | ||||
TOTAL: | $347,894.53 | $325,900.74 | $21,993.79 |
Contract ID: | 120265 | Estimate Number: | 0006 | Primary JP: | 15860(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | revised qty for CLSM and add changeable message sign | Approved | 03/15/2013 | 0.0 | $1,218.74 |
002 | Deducts for incorrect skew and reduced flow capacity | Approved | 04/14/2014 | 0.0 | $-3,760.01 |
003 | Vertical alignment raised requiring additional asphalt | Approved | 04/14/2014 | 0.0 | $23,617.56 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0003 | --9.0 | $500.00 | $-4,500.00 |
System Application of Liquidated Damages | 0004 | --12 | $500.00 | $-6,000.00 | Subtotals For Liquidated Damages | $-10,500.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Withhold to Funds Avail(Prog. Est. Only) | 0005 | $-8,352.07 |
Withhold to Funds Avail(Prog. Est. Only) | 0006 | $8,352.07 | 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 |
15860(04) | 0010 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 371.90 | $-0.92 | $-342.29 |
15860(04) | 0010 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 85.10 | $-0.92 | $-78.32 |
15860(04) | 0010 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | -85.10 | $-1.01 | $86.20 |
15860(04) | 0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 261.50 | $-1.19 | $-312.23 |
15860(04) | 0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0005 | 85.31 | $-1.19 | $-101.86 |
15860(04) | 8002 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 85.10 | $-1.31 | $-111.82 | Subtotals For Line Item Adjustments | $-860.32 |
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: | 120265 | Estimate Number: | 0006 | Primary JP: | 15860(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: BRO-172D(598)CO | Project: 15860(04) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 400.000 | $4.00 | $0.00 | $1,600.00 | |
0003 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 100.000 | 100.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,500.000 | 1,500.000 | 1,495.330 | 1,495.330 | $4.95 | $7,401.88 | $7,401.88 |
0005 | SEEDING METHOD A | 232(A) 2813 | AC | 1.000 | 1.000 | 0.000 | $99.00 | $0.00 | $0.00 | |
0006 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 1.000 | 0.000 | $99.00 | $0.00 | $0.00 | |
0007 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 261.000 | 261.000 | 11.670 | 243.840 | $35.00 | $408.45 | $8,534.40 |
0008 | SEPARATOR FABRIC | 325 5271 | SY | 1,800.000 | 1,800.000 | 1,800.000 | $2.50 | $0.00 | $4,500.00 | |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 10.000 | 10.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0010 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 365.000 | 371.900 | -85.100 | 371.900 | $79.00 | $-6,722.90 | $29,380.10 |
0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 200.000 | 346.810 | 0.000 | 346.810 | $109.66 | $0.00 | $38,031.18 |
0012 | COLD MILLING PAVEMENT | 412 5267 | SY | 120.000 | 120.000 | 116.660 | 116.660 | $70.00 | $8,166.20 | $8,166.20 |
0013 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 24.000 | 24.000 | 0.000 | 24.000 | $70.00 | $0.00 | $1,680.00 |
0014 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,000.000 | 1,000.000 | 367.000 | 1,033.670 | $4.25 | $1,559.75 | $4,393.10 |
0015 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0016 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,400.000 | 0.000 | -2,721.000 | 0.000 | $0.78 | $-2,122.38 | $0.00 |
8000 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 14.000 | 14.000 | 14.000 | $29.91 | $418.74 | $418.74 |
8002 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 85.100 | 85.100 | 85.100 | $79.00 | $6,722.90 | $6,722.90 |
8003 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 2,721.000 | 2,239.000 | 2,239.000 | $0.78 | $1,746.42 | $1,746.42 |
Subtotals For Category 0100/ROADWAY | $17,579.06 | $125,074.92 | ||||||||
Fed/State Project Number: BRO-172D(598)CO | Project: 15860(04) | Category: 0200/BRIDGE 'A' | ||||||||
0017 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 345.000 | 345.000 | 72.950 | 345.000 | $11.00 | $802.45 | $3,795.00 |
0018 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 265.000 | 265.000 | 265.000 | $14.00 | $0.00 | $3,710.00 | |
0019 | CLSM BACKFILL | 501(G) 6309 | CY | 40.000 | 48.000 | -8.000 | 48.000 | $100.00 | $-800.00 | $4,800.00 |
0020 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 102.000 | 102.000 | 0.000 | 102.000 | $95.00 | $0.00 | $9,690.00 |
0021 | CLASS A CONCRETE | 509(B) 1328 | CY | 250.000 | 250.000 | 8.710 | 287.550 | $390.00 | $3,396.90 | $112,144.50 |
0022 | REINFORCING STEEL | 511(A) 1332 | LB | 45,120.000 | 45,120.000 | -9,910.880 | 47,750.520 | $1.00 | $-9,910.88 | $47,750.52 |
0023 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 40.000 | 40.000 | 53.960 | $35.00 | $0.00 | $1,888.60 | |
0024 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 20.000 | 20.000 | 21.660 | $25.00 | $0.00 | $541.50 | |
0025 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 60.000 | 60.000 | -0.060 | 59.940 | $3.00 | $-0.18 | $179.82 |
0026 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
0027 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $520.00 | $2,080.00 | $2,080.00 |
0028 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $1,040.00 | $4,160.00 | $4,160.00 |
0029 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $1,200.00 | $120.00 | $1,200.00 |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-3,760.01 | $-3,760.01 | $-3,760.01 |
Subtotals For Category 0200/BRIDGE 'A' | $-3,911.72 | $194,179.93 | ||||||||
Fed/State Project Number: BRO-172D(598)CO | Project: 15860(04) | Category: 0600/STAKING | ||||||||
0030 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $10,000.00 | ||||||||
Fed/State Project Number: BRO-172D(598)CO | Project: 15860(04) | Category: 0640/CONSTRUCTION | ||||||||
0031 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $30,000.00 | ||||||||
Subtotals For Project BRO-172D(598)CO /15860(04) | $13,667.34 | $359,254.85 |