| Contract ID: | 120184 | Estimate Number: | 0020 | Contract No: | 810013 | |||
| Residency: | PSA-DEWBERRY (08012) | Estimate Type: | Progressive | Account No: | 434800 | |||
| Project Number(s): | CIRB-049C(286)RB | ||||||||||||
| Primary Job Piece No: | 06549(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (NS-432/ELLIOT STREET): FROM SH-69A, EXTEND NORTH. PROJECT LENGTH = 2.032 MILES. | ||||||||||||
| Primary County: | MAYES | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
| P.O. BOX 9159 | |||||||||||||
| TULSA , OK 74157 | |||||||||||||
| Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
| Date Let: | 05/17/2012 | NTP Effective Date: | 09/04/2012 | Pay Period: | 03/01/2014 TO 01/31/2015 |
| Date Awarded: | 06/04/2012 | Date Work Began: | 09/04/2012 | Original Contract Time: | 150 |
| Date Contract Executed: | 06/14/2012 | Date Time Stopped: | 09/26/2013 | Current Time Charged: | 243.00 |
| Date NTP Issued: | 06/18/2012 | Completion Date: | 09/26/2013 | Current Time Allowed: | 194.00 |
| General Liability Expires: | 03/01/2015 | Workman's Comp Expires: | 02/01/2015 | Percent Time Used: | 125.26 % |
| Specification Year: | 2009 | Date Approved: | 02/11/2015 | ||
| Bid Amount: | $2,787,246.48 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,848,907.68 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 92.67 % | Non Participating: | $2,699,895.96 | $2,627,227.84 | $72,668.12 | ||
| Unearned Balance: | $208,800.89 | Total Earnings: | $2,699,895.96 | $2,627,227.84 | $72,668.12 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,699,895.96 | $2,627,227.84 | $72,668.12 | ||||
| Other Adjustments: | $-23,039.17 | $-17,291.85 | $-5,747.32 | ||||
| Liq Dam/Disincentive: | $-36,750.00 | $-42,000.00 | $5,250.00 | ||||
| TOTAL: | $2,640,106.79 | $2,567,935.99 | $72,170.80 | ||||
| Contract ID: | 120184 | Estimate Number: | 0020 | Primary JP: | 06549(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Additional clearing and grubbing at area of Pryor Creek | Approved | 01/21/2014 | 5.0 | $6,800.00 |
| 002 | CLEANING AND PAINTING OF PARAPET WALL AT EXISTING BRIDGE | Approved | 01/03/2014 | 3.0 | $2,052.05 |
| 004 | Addition of STR-35 cross drain and 350 LF of ditch grading | Approved | 03/10/2014 | 7.0 | $23,124.45 |
| 005 | Driveway changes | Approved | 12/20/2013 | 19.0 | $25,584.00 |
| 006 | subgrade undercut and added underdrain system | Approved | 12/20/2013 | 6.0 | $4,100.70 |
| 007 | time for AT&T phone lines in the way of excavation | Approved | 02/03/2014 | 4.0 | $0.00 |
| 008 | Final Quantities Change Order | Approved | 12/12/2014 | 0.0 | $-149,011.72 |
| 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 | 0012 | --4.0 | $750.00 | $-3,000.00 |
| System Application of Liquidated Damages | 0013 | --27 | $750.00 | $-20,250.00 |
| System Application of Liquidated Damages | 0014 | --22 | $750.00 | $-16,500.00 |
| System Application of Liquidated Damages | 0015 | --27 | $750.00 | $-20,250.00 |
| System Application of Liquidated Damages | 0016 | --12 | $750.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0017 | --1.0 | $750.00 | $-750.00 |
| System Application of Liquidated Damages | 0019 | -37.0 | $750.00 | $27,750.00 |
| System Application of Liquidated Damages | 0020 | -7.0 | $750.00 | $5,250.00 | Subtotals For Liquidated Damages | $-36,750.00 |
| 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 |
| 06549(04) | 0001 | CLEARING AND GRUBBING | * Material Discrepancy Adjustments | 0020 | -0.90 | $5,000.00 | $-4,500.00 |
| 06549(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 10,221.85 | $-1.05 | $-10,743.68 |
| 06549(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,521.00 | $-1.05 | $-1,598.65 |
| 06549(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 57.15 | $-0.94 | $-54.07 |
| 06549(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0020 | -15.00 | $50.00 | $-750.00 |
| 06549(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 141.52 | $-0.84 | $-119.03 |
| 06549(04) | 0012 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 3,400.00 | $-1.20 | $-4,084.08 |
| 06549(04) | 0012 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 140.00 | $-1.08 | $-151.37 |
| 06549(04) | 0012 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 25.69 | $-0.96 | $-24.69 |
| 06549(04) | 0012 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0020 | -14.48 | $70.00 | $-1,013.60 |
| 06549(04) | 0057 | MOBILIZATION | * Overrun | 0002 | -0.00 | $165,000.00 | $-660.00 |
| 06549(04) | 0057 | MOBILIZATION | * Overrun Re-adjustment | 0020 | 0.00 | $165,000.00 | $660.00 | Subtotals For Line Item Adjustments | $-23,039.17 | * = 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: | 120184 | Estimate Number: | 0020 | Primary JP: | 06549(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: CIRB-049C(286)RB | Project: 06549(04) | Category: 0100/ROADWAY ITEMS | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 44,336.000 | 44,448.600 | 44,448.600 | $7.00 | $0.00 | $311,140.20 | |
| 0003 | EMBANKMENTS | 202(F) 0110 | CY | 8,515.000 | 8,515.000 | 8,515.000 | $2.00 | $0.00 | $17,030.00 | |
| 0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 13,832.000 | 4,662.000 | 4,662.000 | $1.10 | $0.00 | $5,128.20 | |
| 0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 2,366.000 | 0.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 98,379.000 | 63,096.420 | 0.420 | 63,096.420 | $1.40 | $0.59 | $88,334.99 |
| 0007 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 13,212.000 | 13,667.630 | 744.410 | 13,667.630 | $30.00 | $22,332.30 | $410,028.90 |
| 0008 | SEPARATOR FABRIC | 325 5271 | SY | 37,459.000 | 37,617.760 | 1,381.310 | 37,617.760 | $1.20 | $1,657.57 | $45,141.31 |
| 0009 | TACK COAT | 407(B) 0250 | GAL | 9,073.000 | 4,639.000 | -30.000 | 4,639.000 | $3.00 | $-90.00 | $13,917.00 |
| 0010 | PRIME COAT | 408 5774 | GAL | 13,296.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 11,942.000 | 11,941.520 | 141.520 | 11,941.520 | $50.00 | $7,076.00 | $597,076.00 |
| 0012 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 3,479.000 | 3,565.690 | 25.690 | 3,565.690 | $70.00 | $1,798.30 | $249,598.30 |
| 0013 | COLD MILLING PAVEMENT | 412 5267 | SY | 318.000 | 282.420 | 15.020 | 282.420 | $15.00 | $225.30 | $4,236.30 |
| 0014 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 317.000 | 307.620 | 307.620 | $60.00 | $0.00 | $18,457.20 | |
| 0015 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 79.000 | 76.870 | 2.090 | 76.870 | $120.00 | $250.80 | $9,224.40 |
| 0016 | DOWEL BAR RETROFIT | 416 0100 | EA | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
| 0017 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 1,498.000 | 1,346.030 | 37.530 | 1,346.030 | $15.00 | $562.95 | $20,190.45 |
| 0018 | STRUCTURAL STEEL | 506(A) 1322 | LB | 17,308.000 | 17,303.000 | 17,303.000 | $1.50 | $0.00 | $25,954.50 | |
| 0019 | CLASS AA CONCRETE | 509(A) 0319 | CY | 396.780 | 400.920 | 400.920 | $425.00 | $0.00 | $170,391.00 | |
| 0020 | CLASS A CONCRETE | 509(B) 0321 | CY | 99.540 | 96.600 | 96.600 | $475.00 | $0.00 | $45,885.00 | |
| 0021 | REINFORCING STEEL | 511(A) 0332 | LB | 91,374.000 | 91,125.890 | 91,125.890 | $0.85 | $0.00 | $77,457.01 | |
| 0022 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 3,230.000 | 2,122.170 | -289.430 | 2,122.170 | $25.00 | $-7,235.75 | $53,054.25 |
| 0023 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 2,546.000 | 2,724.450 | 53.480 | 2,724.450 | $2.00 | $106.96 | $5,448.90 |
| 0024 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 54.000 | 54.000 | 54.000 | $70.00 | $0.00 | $3,780.00 | |
| 0025 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 42.000 | 58.000 | 16.000 | 58.000 | $135.00 | $2,160.00 | $7,830.00 |
| 0026 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 12.000 | 12.000 | 12.000 | $30.00 | $0.00 | $360.00 | |
| 0027 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 20.000 | 20.000 | 20.000 | $40.00 | $0.00 | $800.00 | |
| 0028 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(B) 4530 | LF | 95.000 | 95.000 | 95.000 | $60.00 | $0.00 | $5,700.00 | |
| 0029 | 49" X 33" CORR. GALV. STEEL PIPE ARCH | 613(B) 4531 | LF | 266.000 | 309.000 | -12.000 | 309.000 | $70.00 | $-840.00 | $21,630.00 |
| 0030 | 18" CORRUGATED POLYETHYLENE PIPE TYPE "S" | 613(E) 4786 | LF | 882.000 | 981.000 | 151.000 | 981.000 | $30.00 | $4,530.00 | $29,430.00 |
| 0031 | 24" CORRUGATED POLYETHYLENE PIPE TYPE "S" | 613(E) 4787 | LF | 84.000 | 84.000 | 46.000 | 84.000 | $40.00 | $1,840.00 | $3,360.00 |
| 0032 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 1.000 | $400.00 | $0.00 | $400.00 | |
| 0033 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 40.000 | 44.000 | 2.000 | 44.000 | $700.00 | $1,400.00 | $30,800.00 |
| 0034 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 4.000 | 6.000 | 2.000 | 6.000 | $800.00 | $1,600.00 | $4,800.00 |
| 0035 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 16.000 | 18.000 | 18.000 | $1,100.00 | $0.00 | $19,800.00 | |
| 0036 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
| 0037 | TYPE F4 SLOPED CONCRETE END SECTION | 613(N) 7505 | EA | 2.000 | 2.000 | 2.000 | $4,000.00 | $0.00 | $8,000.00 | |
| 0038 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 64.250 | 77.300 | -29.180 | 77.300 | $30.00 | $-875.40 | $2,319.00 |
| 0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,736.000 | 26,567.510 | 2,232.400 | 26,567.510 | $2.00 | $4,464.80 | $53,135.02 |
| 0041 | SAWING PAVEMENT | 619(C) 0924 | LF | 167.000 | 282.000 | 115.000 | 282.000 | $5.00 | $575.00 | $1,410.00 |
| 0042 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,900.000 | 1,900.000 | 1,900.000 | $15.00 | $0.00 | $28,500.00 | |
| 0043 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,000.00 | $0.00 | $8,000.00 | |
| 0044 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 6.000 | $70.00 | $0.00 | $420.00 | |
| 0045 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 2.000 | $160.00 | $0.00 | $320.00 | |
| 0046 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 8.000 | 8.000 | 8.000 | $20.00 | $0.00 | $160.00 | |
| 8003 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 0.000 | 85.000 | 85.000 | 85.000 | $196.57 | $16,708.45 | $16,708.45 |
| 8004 | MACHINE GRADING | 209 0120 | LF | 0.000 | 350.000 | 350.000 | 350.000 | $13.76 | $4,816.00 | $4,816.00 |
| 8005 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 0.000 | 250.000 | 0.000 | 250.000 | $13.25 | $0.00 | $3,312.50 |
| Subtotals For Category 0100/ROADWAY ITEMS | $63,063.87 | $2,444,584.88 | ||||||||
| Fed/State Project Number: CIRB-049C(286)RB | Project: 06549(04) | Category: 0200/BRIDGE ITEMS | ||||||||
| 0047 | PRECAST REINFORCED CONCRETE BOX | 508 7100 | LF | 52.000 | 52.000 | 52.000 | $550.00 | $0.00 | $28,600.00 | |
| 0048 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,400.00 | $0.00 | $9,600.00 | |
| 8000 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 0.000 | 287.000 | 287.000 | $7.15 | $0.00 | $2,052.05 | |
| Subtotals For Category 0200/BRIDGE ITEMS | $0.00 | $40,252.05 | ||||||||
| Fed/State Project Number: CIRB-049C(286)RB | Project: 06549(04) | Category: 0300/TRAFFIC | ||||||||
| 0049 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 94.080 | 94.080 | 94.080 | $16.00 | $0.00 | $1,505.28 | |
| 0050 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 212.500 | 212.500 | 212.500 | $9.00 | $0.00 | $1,912.50 | |
| 0051 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 41,306.000 | 42,625.000 | 565.000 | 42,625.000 | $0.45 | $254.25 | $19,181.25 |
| 0052 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $80.00 | $0.00 | $160.00 | |
| 0053 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| Subtotals For Category 0300/TRAFFIC | $254.25 | $27,759.03 | ||||||||
| Fed/State Project Number: CIRB-049C(286)RB | Project: 06549(04) | Category: 0600/STAKING | ||||||||
| 0054 | 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: CIRB-049C(286)RB | Project: 06549(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0055 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.850 | 1.000 | $3,000.00 | $2,550.00 | $3,000.00 |
| 0056 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
| 0057 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $165,000.00 | $0.00 | $165,000.00 |
| Subtotals For Category 0640/CONSTRUCTION | $2,550.00 | $170,500.00 | ||||||||
| Fed/State Project Number: CIRB-049C(286)RB | Project: 06549(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| 8001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $6,800.00 | $6,800.00 | $6,800.00 |
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $6,800.00 | $6,800.00 | ||||||||
| Subtotals For Project CIRB-049C(286)RB /06549(04) | $72,668.12 | $2,699,895.96 | ||||||||