Contract ID: | 110331 | Estimate Number: | 0011 | Contract No: | 710200 | |||
Residency: | PURCELL (03200) | Estimate Type: | Progressive | Account No: | 404300 | |||
Project Number(s): | SBR-125C(197)SB | ||||||||||||
Primary Job Piece No: | 28175(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION SH-74: OVER ROCK CREEK, 7.76 MILES NORTH OF THE CARTER COUNTY LINE. PROJECT LENGTH = 0.112 MILES. | ||||||||||||
Primary County: | GARVIN | ||||||||||||
Name of Road: | SH-74 | ||||||||||||
Prime Contractor: | K & R BUILDERS, INC. | ||||||||||||
P.O. BOX 656 | |||||||||||||
WHEATLAND , OK 73097 | |||||||||||||
Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
Date Let: | 07/21/2011 | NTP Effective Date: | 01/23/2012 | Pay Period: | 06/13/2012 TO 08/31/2012 |
Date Awarded: | 08/01/2011 | Date Work Began: | 01/23/2012 | Original Contract Time: | 120 |
Date Contract Executed: | 08/09/2011 | Date Time Stopped: | Current Time Charged: | 142.00 | |
Date NTP Issued: | 08/18/2011 | Completion Date: | Current Time Allowed: | 144.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 98.61 % |
Specification Year: | 2009 | Date Approved: | 09/20/2012 | ||
Current Contract Amount: | $655,819.77 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $585,584.77 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 97.92 % | Non Participating: | $642,200.46 | $595,872.08 | $46,328.38 | ||
Funds Available: | $13,626.29 | Total Earnings: | $642,200.46 | $595,872.08 | $46,328.38 | ||
Unearned Balance: | $-56,608.71 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $642,200.46 | $595,872.08 | $46,328.38 | ||||
Other Adjustments: | $-6.98 | $-51.21 | $44.23 | ||||
Liq Dam/Disincentive: | $0.00 | $-10,500.00 | $10,500.00 | ||||
TOTAL: | $642,193.48 | $585,320.87 | $56,872.61 |
Contract ID: | 110331 | Estimate Number: | 0011 | Primary JP: | 28175(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | extend work order effective date | Approved | 12/19/2011 | 0.0 | $0.00 |
002 | Add Additional Pay Item | Approved | 09/11/2012 | 24.0 | $70,235.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
28175(04) | 0015 | APPROACH SLAB - MOH | Stockpiled Material Adjustment | 0005 | $-2,536.23 |
28175(04) | 0015 | APPROACH SLAB - MOH | Stockpiled Material Adjustment | 0006 | $-932.97 |
28175(04) | 0015 | APPROACH SLAB - MOH | Stockpiled Material Initial Payment | 0004 | $3,469.20 |
28175(04) | 0017 | SEJ - MOH | Stockpiled Material Initial Payment | 0004 | $6,426.00 |
28175(04) | 0017 | SEJ - MOH | Stockpiled Material Adjustment | 0005 | $-3,213.00 |
28175(04) | 0017 | SEJ - MOH | Stockpiled Material Adjustment | 0008 | $-3,213.00 |
28175(04) | 0018 | CONCRETE RAIL - MOH | Stockpiled Material Initial Payment | 0004 | $1,420.00 |
28175(04) | 0018 | CONCRETE RAIL - MOH | Stockpiled Material Adjustment | 0006 | $-1,412.80 |
28175(04) | 0018 | CONCRETE RAIL - MOH | Stockpiled Material Adjustment | 0010 | $-7.20 |
28175(04) | 0019 | FIXED BEARING - MOH | Stockpiled Material Adjustment | 0007 | $-5,304.00 |
28175(04) | 0019 | FIXED BEARING - MOH | Stockpiled Material Adjustment | 0003 | $-5,304.00 |
28175(04) | 0019 | FIXED BEARING - MOH | Stockpiled Material Initial Payment | 0001 | $10,608.00 |
28175(04) | 0020 | EXPANSION BEARING - MOH | Stockpiled Material Adjustment | 0003 | $-10,608.00 |
28175(04) | 0020 | EXPANSION BEARING - MOH | Stockpiled Material Initial Payment | 0001 | $21,216.00 |
28175(04) | 0020 | EXPANSION BEARING - MOH | Stockpiled Material Adjustment | 0007 | $-10,608.00 |
28175(04) | 0022 | RESTEEL - MOH | Stockpiled Material Adjustment | 0004 | $-14.41 |
28175(04) | 0022 | RESTEEL - MOH | Stockpiled Material Initial Payment | 0004 | $12,988.99 |
28175(04) | 0022 | RESTEEL - MOH | Stockpiled Material Adjustment | 0006 | $-12,974.58 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0009 | --10 | $500.00 | $-5,000.00 |
System Application of Liquidated Damages | 0010 | --11 | $500.00 | $-5,500.00 |
System Application of Liquidated Damages | 0011 | -21.0 | $500.00 | $10,500.00 | Subtotals For Liquidated Damages | $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 |
28175(04) | 0006 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 80.45 | $-0.24 | $-19.51 |
28175(04) | 0006 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 3.00 | $0.34 | $1.04 |
28175(04) | 0006 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $-1.04 |
28175(04) | 0018 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0008 | 0.00 | $0.00 | $-32.74 |
28175(04) | 8000 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $45.27 | Subtotals For Line Item Adjustments | $-6.98 | * = 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: | 110331 | Estimate Number: | 0011 | Primary JP: | 28175(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: SBR-125C(197)SB | Project: 28175(04) | Category: 0100/ROADWAY | ||||||||
0001 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $1,600.00 | $0.00 | $1,600.00 | |
0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 832.000 | 832.000 | 400.000 | $1.00 | $0.00 | $400.00 | |
0003 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 40.000 | 40.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 820.000 | 820.000 | 1,506.000 | 1,506.000 | $3.35 | $5,045.10 | $5,045.10 |
0005 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 340.000 | 340.000 | 361.510 | $23.00 | $0.00 | $8,314.73 | |
0006 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 69.000 | 145.610 | 0.000 | 145.610 | $440.00 | $0.00 | $64,068.40 |
0007 | CLASS C CONCRETE | 509(D) 0325 | CY | 12.800 | 12.800 | -15.350 | 8.350 | $525.00 | $-8,058.75 | $4,383.75 |
0008 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 600.000 | 600.000 | 600.000 | $2.75 | $0.00 | $1,650.00 | |
0009 | SAWING PAVEMENT | 619(C) 0924 | LF | 832.000 | 832.000 | 271.000 | 532.000 | $3.75 | $1,016.25 | $1,995.00 |
0010 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 200.000 | 200.000 | 200.000 | $16.75 | $0.00 | $3,350.00 | |
0011 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0012 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,850.00 | $0.00 | $7,400.00 | |
8000 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 156.260 | 156.260 | 156.260 | $250.47 | $39,138.44 | $39,138.44 |
8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 59.360 | 59.360 | 59.360 | $-44.00 | $-2,611.84 | $-2,611.84 |
Subtotals For Category 0100/ROADWAY | $34,529.20 | $143,133.58 | ||||||||
Fed/State Project Number: SBR-125C(197)SB | Project: 28175(04) | Category: 0200/BRIDGE 'A' | ||||||||
0013 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 25.000 | 25.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0014 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
0015 | APPROACH SLAB | 504(A) 1304 | SY | 168.000 | 168.000 | 168.000 | $215.00 | $0.00 | $36,120.00 | |
0016 | SAW-CUT GROOVING | 504(B) 1305 | SY | 617.200 | 617.200 | -0.040 | 585.230 | $4.50 | $-0.18 | $2,633.54 |
0017 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 36.000 | 36.000 | 36.000 | $265.00 | $0.00 | $9,540.00 | |
0018 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 355.000 | 355.000 | 355.000 | $81.00 | $0.00 | $28,755.00 | |
0019 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,600.00 | $0.00 | $20,800.00 | |
0020 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,600.00 | $0.00 | $41,600.00 | |
0021 | CLASS AA CONCRETE | 509(A) 1326 | CY | 122.200 | 122.200 | 122.200 | $775.00 | $0.00 | $94,705.00 | |
0022 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 45,900.000 | 45,900.000 | 45,900.000 | $1.05 | $0.00 | $48,195.01 | |
0023 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 269.200 | 269.200 | 269.200 | 269.200 | $4.40 | $1,184.48 | $1,184.48 |
0024 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 31.000 | 31.000 | 0.100 | 30.670 | $665.00 | $66.50 | $20,395.55 |
0025 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 172.500 | 172.500 | 0.500 | 172.500 | $4.40 | $2.20 | $759.00 |
0026 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | 2.000 | $150.00 | $300.00 | $300.00 |
0027 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 500.000 | 500.000 | 612.430 | $31.50 | $0.00 | $19,291.55 | |
0028 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 134.000 | 134.000 | 119.000 | $24.00 | $0.00 | $2,856.00 | |
0029 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $80,000.00 | $0.00 | $80,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $1,553.00 | $423,135.13 | ||||||||
Fed/State Project Number: SBR-125C(197)SB | Project: 28175(04) | Category: 0300/TRAFFIC | ||||||||
0030 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $350.00 | $175.00 | $350.00 |
0031 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 240.000 | 240.000 | 142.000 | $94.00 | $0.00 | $13,348.00 | |
0032 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 880.000 | 880.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0033 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,376.000 | 2,376.000 | 3,717.000 | 3,717.000 | $2.70 | $10,035.90 | $10,035.90 |
0034 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 10,727.000 | 10,727.000 | 632.000 | $0.22 | $0.00 | $139.04 | |
0035 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 2,586.000 | 2,586.000 | 2.000 | 2,600.000 | $1.35 | $2.70 | $3,510.00 |
0036 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 675.000 | 675.000 | 675.000 | $17.75 | $0.00 | $11,981.25 | |
0037 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 675.000 | 675.000 | 675.000 | $3.00 | $0.00 | $2,025.00 | |
0038 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 120.000 | 120.000 | 0.000 | $7.15 | $0.00 | $0.00 | |
0039 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 720.000 | 720.000 | 284.000 | $1.65 | $0.00 | $468.60 | |
0040 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 960.000 | 960.000 | 1,420.000 | $0.55 | $0.00 | $781.00 | |
0041 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,640.000 | 2,640.000 | 12.000 | 3,976.000 | $0.83 | $9.96 | $3,300.08 |
0042 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 480.000 | 480.000 | 284.000 | $1.90 | $0.00 | $539.60 | |
0043 | WING BARRICADES | 880(C) 8848 | SD | 480.000 | 480.000 | 568.000 | $2.20 | $0.00 | $1,249.60 | |
0044 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,440.000 | 1,440.000 | 234.000 | 3,692.000 | $0.19 | $44.46 | $701.48 |
0045 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 8,760.000 | 8,760.000 | 2,556.000 | $0.22 | $0.00 | $562.32 | |
0046 | DRUMS | 880(F) 8878 | SD | 2,160.000 | 2,160.000 | -56.000 | 3,692.000 | $0.39 | $-21.84 | $1,439.88 |
Subtotals For Category 0300/TRAFFIC | $10,246.18 | $50,431.75 | ||||||||
Fed/State Project Number: SBR-125C(197)SB | Project: 28175(04) | Category: 0600/STAKING | ||||||||
0047 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $5,000.00 | ||||||||
Fed/State Project Number: SBR-125C(197)SB | Project: 28175(04) | Category: 0640/CONSTRUCTION | ||||||||
0048 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $20,500.00 | $0.00 | $20,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $20,500.00 | ||||||||
Subtotals For Project SBR-125C(197)SB /28175(04) | $46,328.38 | $642,200.46 |