Contract ID: | 100086 | Estimate Number: | 0013 | Contract No: | 511014 | |||
Residency: | STILLWATER (04500) | Estimate Type: | Progressive | Account No: | 555400 | |||
Project Number(s): | STP-STIM(456)EH | ||||||||||||
Primary Job Piece No: | 27195(04) | ||||||||||||
Contract Description: | PEDESTRIAN IMPROVEMENTS SH-33: FROM CHOCTAW ROAD, EXTEND EAST IN THE TOWN OF LANGSTON. PROJECT LENGTH = 0.893 MILES. PREQUALIFICATION FOR THIS PROJECT HAS BEEN WAIVED. | ||||||||||||
Primary County: | LOGAN | ||||||||||||
Name of Road: | SH-33 | ||||||||||||
Prime Contractor: | SAC SERVICES, INC. | ||||||||||||
3600 S. ROSS AVE. | |||||||||||||
OKLAHOMA CITY , OK 73119 | |||||||||||||
Surety Company: | GRANITE RE, INC. | ||||||||||||
Date Let: | 02/25/2010 | NTP Effective Date: | 05/03/2010 | Pay Period: | 11/16/2010 TO 06/30/2011 |
Date Awarded: | 03/01/2010 | Date Work Began: | 05/03/2010 | Original Contract Time: | 90 |
Date Contract Executed: | 03/17/2010 | Date Time Stopped: | 01/11/2011 | Current Time Charged: | 254.00 |
Date NTP Issued: | 03/22/2010 | Completion Date: | 01/11/2011 | Current Time Allowed: | 241.00 |
General Liability Expires: | 08/30/2011 | Workman's Comp Expires: | 10/01/2011 | Percent Time Used: | 105.39 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $1,367,372.49 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,428,547.18 | Participating: | $1,367,372.53 | $1,368,534.08 | $-1,161.55 | ||
Percent Complete: | 97.82 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $29,749.96 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $90,924.65 | Total Earnings: | $1,367,372.53 | $1,368,534.08 | $-1,161.55 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $1,367,372.53 | $1,368,534.08 | $-1,161.55 | ||||
Other Adjustments: | $-20,000.00 | $-47,184.54 | $27,184.54 | ||||
Liq Dam/Disincentive: | $-9,750.00 | $-22,500.00 | $12,750.00 | ||||
TOTAL: | $1,337,622.53 | $1,298,849.54 | $38,772.99 |
Contract ID: | 100086 | Estimate Number: | 0013 | Primary JP: | 27195(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | To add days to the contract. | Approved | 09/29/2010 | 16.0 | $0.00 |
002 | To add days to the contract | Approved | 11/08/2010 | 18.0 | $0.00 |
003 | Deduction for Failing Materials and Pay Plan Qty Excavation. | Approved | 04/11/2011 | 0.0 | $-18,914.66 |
004 | Asphalt Binder Adjustment | Approved | 05/16/2011 | 0.0 | $3,332.81 |
005 | Final Contract Items Quantity | Approved | 06/21/2011 | 0.0 | $-45,592.84 |
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 | 0007 | -2.0 | $750.00 | $-1,500.00 |
System Application of Liquidated Damages | 0008 | -15.0 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0009 | --4.0 | $750.00 | $3,000.00 |
System Application of Liquidated Damages | 0010 | -16.0 | $750.00 | $-12,000.00 |
System Application of Liquidated Damages | 0011 | -4.0 | $750.00 | $-3,000.00 |
System Application of Liquidated Damages | 0012 | --3.0 | $750.00 | $2,250.00 |
System Application of Liquidated Damages | 0013 | --17 | $750.00 | $12,750.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Withhold to Funds Avail(Prog. Est. Only) | 0013 | $-20,000.00 | Subtotals For Contract Adjustments | $-20,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
27195(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $2,180.82 |
27195(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $1,151.99 |
27195(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0011 | 0.00 | $0.00 | $-50,517.35 |
27195(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-3,332.81 |
27195(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 0.00 | $0.00 | $50,517.35 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100086 | Estimate Number: | 0013 | Primary JP: | 27195(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: STP-STIM(456)EH | Project: 27195(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $7,685.00 | $0.00 | $7,685.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 382.000 | 382.000 | 312.660 | 382.000 | $7.00 | $2,188.62 | $2,674.00 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 4,072.000 | 2,853.600 | 2,853.600 | $14.50 | $0.00 | $41,377.20 | |
0004 | TEMPORARY BALE BARRIER | 222 2801 | LF | 827.000 | 0.000 | 0.000 | $6.25 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 9,067.000 | 7,830.000 | 7,830.000 | $1.95 | $0.00 | $15,268.50 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 286.000 | 140.000 | 140.000 | $7.50 | $0.00 | $1,050.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 9,906.000 | 12,283.030 | -204.900 | 12,283.030 | $1.95 | $-399.56 | $23,951.90 |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 2.000 | 0.000 | 0.000 | $850.00 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 1,754.000 | 2,266.380 | -36.020 | 2,266.380 | $45.55 | $-1,640.71 | $103,233.62 |
0010 | TACK COAT | 407 0250 | GAL | 692.000 | 425.000 | 425.000 | $5.00 | $0.00 | $2,125.00 | |
0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,181.000 | 2,499.860 | 0.000 | 2,499.860 | $70.00 | $0.00 | $174,990.20 |
0012 | 8" H.E.S. CONCRETE PAVEMENT | 414(B) 0290 | SY | 2,294.000 | 3,066.680 | 3,066.680 | $46.95 | $0.00 | $143,980.63 | |
0013 | 10" H.E.S. CONCRETE PAVEMENT | 414(B) 0302 | SY | 307.000 | 366.670 | 366.670 | $62.00 | $0.00 | $22,733.54 | |
0014 | COLD MILLING PAVEMENT | 417 5267 | SY | 12,573.000 | 9,430.000 | 9,430.000 | $3.45 | $0.00 | $32,533.50 | |
0015 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 6,287.000 | 2,479.360 | 2,479.360 | $8.60 | $0.00 | $21,322.50 | |
0016 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 7.000 | 8.830 | 8.830 | $50.00 | $0.00 | $441.50 | |
0017 | HANDRAILING | 504(G) 6006 | LF | 172.000 | 163.000 | 163.000 | $77.00 | $0.00 | $12,551.00 | |
0018 | CLASS A CONCRETE | 509(B) 0321 | CY | 64.000 | 57.810 | 0.940 | 57.810 | $480.00 | $451.20 | $27,748.80 |
0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 14.000 | 13.960 | 13.960 | $335.00 | $0.00 | $4,676.60 | |
0020 | REINFORCING STEEL | 511(A) 0332 | LB | 5,222.000 | 5,982.600 | 289.610 | 5,982.600 | $1.00 | $289.61 | $5,982.60 |
0021 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 7,486.000 | 8,411.500 | -14.900 | 8,411.500 | $12.98 | $-193.40 | $109,181.27 |
0022 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 5,648.000 | 5,381.850 | 50.730 | 5,381.850 | $35.75 | $1,813.60 | $192,401.15 |
0023 | 8" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0400 | SY | 3,135.000 | 3,220.960 | 150.160 | 3,220.960 | $47.27 | $7,098.06 | $152,254.78 |
0024 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 1,208.000 | 872.000 | 872.000 | $18.50 | $0.00 | $16,132.00 | |
0025 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0026 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 2.000 | 3.000 | 3.000 | $310.00 | $0.00 | $930.00 | |
0027 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 1.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0028 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 4.000 | 6.000 | 6.000 | $2,600.00 | $0.00 | $15,600.00 | |
0029 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 2.000 | 0.000 | 0.000 | $3,100.00 | $0.00 | $0.00 | |
0030 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $3,375.00 | $0.00 | $3,375.00 | |
0031 | ADDITIONAL DEPTH IN INLET | 611(F) 5196 | VF | 7.000 | 0.000 | 0.000 | $210.00 | $0.00 | $0.00 | |
0032 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 26.000 | 28.000 | 28.000 | $367.00 | $0.00 | $10,276.00 | |
0033 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 30.000 | 28.000 | 28.000 | $150.00 | $0.00 | $4,200.00 | |
0034 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 223.000 | 228.000 | 228.000 | $37.25 | $0.00 | $8,493.00 | |
0035 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 148.000 | 152.000 | 152.000 | $47.80 | $0.00 | $7,265.60 | |
0036 | 18" R.C.PIPE CLASS IV | 613(B) 0582 | LF | 1,428.000 | 1,422.000 | 1,422.000 | $35.80 | $0.00 | $50,907.60 | |
0037 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,096.000 | 616.910 | 2.130 | 616.910 | $3.50 | $7.46 | $2,159.20 |
0038 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 560.000 | 425.650 | 5.490 | 425.650 | $21.00 | $115.29 | $8,938.65 |
0039 | (PL)SLOTTED DRAIN | 615(H) 0200 | LF | 17.000 | 17.000 | 17.000 | $65.00 | $0.00 | $1,105.00 | |
0040 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $4,785.00 | $0.00 | $4,785.00 | |
0041 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 6.000 | 5.000 | 5.000 | $350.00 | $0.00 | $1,750.00 | |
0042 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 200.000 | 247.000 | 247.000 | $5.00 | $0.00 | $1,235.00 | |
0043 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 256.000 | 290.000 | 290.000 | $7.00 | $0.00 | $2,030.00 | |
0044 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,576.000 | 7,999.950 | 7,999.950 | $6.00 | $0.00 | $47,999.70 | |
0045 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 662.000 | 670.290 | 28.730 | 670.290 | $6.00 | $172.38 | $4,021.74 |
0046 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 17.000 | 65.340 | 65.340 | $15.00 | $0.00 | $980.10 | |
0047 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 210.000 | 215.000 | 215.000 | $10.00 | $0.00 | $2,150.00 | |
0048 | SAWING PAVEMENT | 619(C) 0924 | LF | 414.000 | 1,000.000 | 1,000.000 | $2.00 | $0.00 | $2,000.00 | |
0049 | 4" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8350 | LF | 1,439.000 | 1,558.000 | 50.000 | 1,558.000 | $5.75 | $287.50 | $8,958.50 |
0050 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 9,430.000 | 7,852.000 | 7,852.000 | $0.75 | $0.00 | $5,889.00 | |
0051 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.300 | 1.000 | $8,895.00 | $2,668.50 | $8,895.00 |
0052 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 35.000 | 21.000 | 21.000 | $180.00 | $0.00 | $3,780.00 | |
8000 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | -1.000 | $18,914.66 | $-18,914.66 | $-18,914.66 |
8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $3,332.81 | $3,332.81 | $3,332.81 |
Subtotals For Category 0100/ROADWAY | $-2,723.30 | $1,313,437.53 | ||||||||
Fed/State Project Number: STP-STIM(456)EH | Project: 27195(04) | Category: 0600/STAKING | ||||||||
0053 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $15,735.00 | $786.75 | $15,735.00 |
Subtotals For Category 0600/STAKING | $786.75 | $15,735.00 | ||||||||
Fed/State Project Number: STP-STIM(456)EH | Project: 27195(04) | Category: 0640/CONSTRUCTION | ||||||||
0054 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $3,100.00 | $775.00 | $3,100.00 |
0055 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $35,100.00 | $0.00 | $35,100.00 | |
Subtotals For Category 0640/CONSTRUCTION | $775.00 | $38,200.00 | ||||||||
Subtotals For Project STP-STIM(456)EH /27195(04) | $-1,161.55 | $1,367,372.53 |