Contract ID: | 110475 | Estimate Number: | 0017 | Contract No: | 810015 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | STPY-150C(090) | ||||||||||||
Primary Job Piece No: | 20303(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE SH-77D: FROM THE US-77 JUNCTION, EXTEND SOUTHEAST. PROJECT LENGTH = 1.907 MILES. | ||||||||||||
Primary County: | MURRAY | ||||||||||||
Name of Road: | SH-77D | ||||||||||||
Prime Contractor: | MERIDIAN CONTRACTING, INC. | ||||||||||||
17500 S SOONER ROAD | |||||||||||||
NORMAN , OK 73701 | |||||||||||||
Surety Company: | SAFECO INSURANCE COMPANY | ||||||||||||
Date Let: | 05/17/2012 | NTP Effective Date: | 08/06/2012 | Pay Period: | 05/16/2013 TO 05/31/2013 |
Date Awarded: | 06/04/2012 | Date Work Began: | 08/06/2012 | Original Contract Time: | 180 |
Date Contract Executed: | 06/15/2012 | Date Time Stopped: | Current Time Charged: | 246.00 | |
Date NTP Issued: | 06/20/2012 | Completion Date: | Current Time Allowed: | 185.00 | |
General Liability Expires: | 04/01/2014 | Workman's Comp Expires: | 04/01/2014 | Percent Time Used: | 132.97 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $4,522,478.24 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,513,391.00 | Participating: | $3,937,034.32 | $3,505,646.39 | $431,387.93 | ||
Percent Complete: | 84.75 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $689,465.57 | Total Earnings: | $3,937,034.32 | $3,505,646.39 | $431,387.93 | ||
Unearned Balance: | $680,378.33 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,937,034.32 | $3,505,646.39 | $431,387.93 | ||||
Other Adjustments: | $-43,021.65 | $-40,445.79 | $-2,575.86 | ||||
Liq Dam/Disincentive: | $-61,000.00 | $-52,000.00 | $-9,000.00 | ||||
TOTAL: | $3,833,012.67 | $3,413,200.60 | $419,812.07 |
Contract ID: | 110475 | Estimate Number: | 0017 | Primary JP: | 20303(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds 18" CGSP and Type A4 CET's | Approved | 02/04/2013 | 5.0 | $9,087.24 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20303(04) | 0012 | rock fall fence | Stockpiled Material Initial Payment | 0008 | $57,455.98 |
20303(04) | 0012 | rock fall fence | Stockpiled Material Adjustment | 0016 | $-33,455.99 |
20303(04) | 0012 | rock fall fence | Stockpiled Material Adjustment | 0015 | $-23,999.99 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0012 | --4.0 | $1,000.00 | $-4,000.00 |
System Application of Liquidated Damages | 0013 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0014 | --7.0 | $1,000.00 | $-7,000.00 |
System Application of Liquidated Damages | 0015 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0016 | --14 | $1,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0017 | --9.0 | $1,000.00 | $-9,000.00 | Subtotals For Liquidated Damages | $-61,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Lane Rental | 0016 | $-21,000.00 | Subtotals For Contract Adjustments | $-21,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 3,530.12 | $-0.84 | $-2,969.01 |
20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,685.03 | $-0.84 | $-1,417.19 |
20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 0.00 | $0.00 | $-672.00 |
20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | 0.00 | $0.00 | $-1,120.00 |
20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 3,995.23 | $-0.84 | $-3,360.19 |
20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 120.23 | $-1.05 | $-126.37 |
20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 813.56 | $-0.96 | $-781.99 |
20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 663.51 | $-0.96 | $-637.77 |
20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | 0.00 | $0.00 | $-1,260.00 |
20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 2,773.22 | $-0.96 | $-2,665.62 |
20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 384.41 | $-1.20 | $-461.75 |
20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 2,039.20 | $-1.20 | $-2,449.49 |
20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-1,029.24 |
20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-166.56 |
20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-493.20 |
20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-2,411.27 | Subtotals For Line Item Adjustments | $-22,021.65 | * = 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: | 110475 | Estimate Number: | 0017 | Primary JP: | 20303(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: STPY-150C(090) | Project: 20303(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.950 | $75,000.00 | $0.00 | $71,250.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 14,295.000 | 14,295.000 | 12,862.500 | $7.00 | $0.00 | $90,037.50 | |
0003 | ROCK EXCAVATION | 202(C) 0182 | CY | 74,179.000 | 74,179.000 | 70,470.000 | $9.50 | $0.00 | $669,465.00 | |
0004 | PRESPLITTING OF ROCK | 202(G) 0189 | F DR | 4,000.000 | 4,000.000 | 1,460.000 | $32.00 | $0.00 | $46,720.00 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 8,237.000 | 8,237.000 | 4,763.000 | $2.00 | $0.00 | $9,526.00 | |
0007 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 2.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 756.000 | 756.000 | 329.000 | $9.00 | $0.00 | $2,961.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 4,721.000 | 4,721.000 | 4,755.670 | $2.00 | $0.00 | $9,511.34 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 1.000 | 1.470 | $1,000.00 | $0.00 | $1,470.00 | |
0011 | MOWING | 241 2832 | AC | 4.000 | 4.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
0012 | (SP) ROCKFALL PROTECTION | 247 8011 | LF | 2,394.000 | 2,394.000 | 130.000 | 2,307.000 | $80.00 | $10,400.00 | $184,560.00 |
0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 6,533.000 | 6,533.000 | 5,951.130 | $30.00 | $0.00 | $178,533.90 | |
0014 | FLY ASH | 307(A) 4200 | TON | 941.000 | 941.000 | 1,026.410 | $140.00 | $0.00 | $143,697.40 | |
0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 21,769.000 | 21,769.000 | 20,935.340 | $1.30 | $0.00 | $27,215.94 | |
0016 | SEPARATOR FABRIC | 325 5271 | SY | 15,540.000 | 15,540.000 | 15,322.680 | $1.50 | $0.00 | $22,984.03 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,711.000 | 2,711.000 | 2,606.190 | $25.00 | $0.00 | $65,154.75 | |
0018 | TACK COAT | 407(B) 0250 | GAL | 8,004.000 | 8,004.000 | 455.500 | 3,187.500 | $3.50 | $1,594.25 | $11,156.25 |
0019 | PRIME COAT | 408 5774 | GAL | 8,784.000 | 8,784.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 9,663.000 | 9,663.000 | 120.230 | 9,330.610 | $80.00 | $9,618.40 | $746,448.80 |
0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 8,618.000 | 8,618.000 | 2,039.200 | 6,673.900 | $90.00 | $183,528.00 | $600,651.00 |
0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 30.000 | 30.000 | 29.150 | $35.00 | $0.00 | $1,020.25 | |
0023 | CLASS AA CONCRETE | 509(A) 0319 | CY | 235.000 | 235.000 | 242.780 | $600.00 | $0.00 | $145,668.00 | |
0024 | REINFORCING STEEL | 511(A) 0332 | LB | 5,312.000 | 5,312.000 | 5,511.513 | $1.25 | $0.00 | $6,889.39 | |
0025 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 24,640.000 | 24,640.000 | 24,640.000 | $1.35 | $0.00 | $33,264.00 | |
0026 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 198.000 | 198.000 | 140.780 | $40.00 | $0.00 | $5,631.20 | |
0027 | INLET CDI RCB DES. 2 | 611(G) 5388 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0028 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0029 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 62.000 | 62.000 | 62.000 | $75.00 | $0.00 | $4,650.00 | |
0030 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0032 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 4.000 | 4.000 | 4.000 | $1,000.00 | $0.00 | $4,000.00 | |
0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,275.000 | 26,275.000 | 26,162.100 | $4.00 | $0.00 | $104,648.40 | |
0034 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 544.000 | 544.000 | 408.000 | $3.50 | $0.00 | $1,428.00 | |
0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 8,588.000 | 8,588.000 | 6,305.280 | 8,462.280 | $26.00 | $163,937.28 | $220,019.28 |
0036 | GUARDRAIL ANCHOR UNIT (TYPE A) | 623(F) 4446 | EA | 4.000 | 4.000 | 6.000 | 6.000 | $2,800.00 | $16,800.00 | $16,800.00 |
0037 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 6.000 | 6.000 | $900.00 | $5,400.00 | $5,400.00 |
0038 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,750.00 | $11,000.00 | $11,000.00 |
0039 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | 8.000 | $2,750.00 | $22,000.00 | $22,000.00 |
0040 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 11,162.000 | 11,162.000 | 6,294.000 | $6.00 | $0.00 | $37,764.00 | |
0041 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 5.000 | 5.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0042 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 189.000 | 189.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
8000 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 114.000 | 114.000 | $38.66 | $0.00 | $4,407.24 | |
8001 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 0.000 | 4.000 | 4.000 | 4.000 | $1,170.00 | $4,680.00 | $4,680.00 |
Subtotals For Category 0100/ROADWAY | $428,957.93 | $3,584,012.67 | ||||||||
Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0043 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0044 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 81.000 | 139.000 | $30.00 | $2,430.00 | $4,170.00 |
Subtotals For Category 0300/TRAFFIC CONTROL | $2,430.00 | $24,170.00 | ||||||||
Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
0045 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 77.500 | 77.500 | 77.300 | $22.00 | $0.00 | $1,700.60 | |
0046 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 139.500 | 139.500 | 139.500 | $12.00 | $0.00 | $1,674.00 | |
0047 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 91,636.000 | 91,636.000 | 40,456.000 | $0.50 | $0.00 | $20,228.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $0.00 | $23,602.60 | ||||||||
Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0600/STAKING | ||||||||
0048 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $45,000.00 | $0.00 | $40,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $40,500.00 | ||||||||
Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0640/CONTRUCTION | ||||||||
0049 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $10,000.00 | $0.00 | $7,500.00 | |
0050 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
0051 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.694 | $353,384.80 | $0.00 | $245,249.05 | |
Subtotals For Category 0640/CONTRUCTION | $0.00 | $264,749.05 | ||||||||
Subtotals For Project STPY-150C(090) /20303(04) | $431,387.93 | $3,937,034.32 |