Contract ID: | 120284 | Estimate Number: | 0012 | Contract No: | 810350 | |||
Residency: | CIRCUIT ENGR. DISTRICT # 3 (02013) | Estimate Type: | Progressive | Account No: | 436200 | |||
Project Number(s): | STP-107C(170)CI | ||||||||||||
Primary Job Piece No: | 27889(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE COUNTY ROAD (NS-366): FROM 6.0 MILES SOUTH OF US-70, EXTEND SOUTH. PROJECT LENGTH = 2.023 MILES | ||||||||||||
Primary County: | BRYAN | ||||||||||||
Name of Road: | COUNTY ROAD (NS-366) | ||||||||||||
Prime Contractor: | OVERLAND CORPORATION | ||||||||||||
P. O. BOX 1947 | |||||||||||||
ARDMORE , OK 73402 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 08/16/2012 | NTP Effective Date: | 02/18/2013 | Pay Period: | 08/01/2013 TO 08/31/2013 |
Date Awarded: | 09/10/2012 | Date Work Began: | 02/06/2013 | Original Contract Time: | 90 |
Date Contract Executed: | 09/19/2012 | Date Time Stopped: | 07/29/2013 | Current Time Charged: | 91.00 |
Date NTP Issued: | 09/20/2012 | Completion Date: | 07/29/2013 | Current Time Allowed: | 90.00 |
General Liability Expires: | 08/01/2014 | Workman's Comp Expires: | 08/01/2014 | Percent Time Used: | 101.11 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,166,935.18 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,166,935.18 | Participating: | $2,078,808.57 | $2,067,002.97 | $11,805.60 | ||
Percent Complete: | 96.17 % | Non Participating: | $8,120.00 | $8,120.00 | $0.00 | ||
Funds Available: | $82,979.61 | Total Earnings: | $2,086,928.57 | $2,075,122.97 | $11,805.60 | ||
Unearned Balance: | $82,979.61 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,086,928.57 | $2,075,122.97 | $11,805.60 | ||||
Other Adjustments: | $-2,223.00 | $-2,223.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-750.00 | $-750.00 | $0.00 | ||||
TOTAL: | $2,083,955.57 | $2,072,149.97 | $11,805.60 |
Contract ID: | 120284 | Estimate Number: | 0012 | Primary JP: | 27889(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
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 | 0009 | --1.0 | $750.00 | $-750.00 | Subtotals For Liquidated Damages | $-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 |
27889(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 2,370.69 | $-0.23 | $-560.08 |
27889(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 371.36 | $-0.23 | $-87.73 |
27889(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 134.17 | $-0.23 | $-31.70 |
27889(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 287.43 | $-0.23 | $-67.91 |
27889(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 5,000.32 | $-0.27 | $-1,350.09 |
27889(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 236.79 | $-0.27 | $-63.93 |
27889(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 228.00 | $-0.27 | $-61.56 | Subtotals For Line Item Adjustments | $-2,223.00 |
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: | 120284 | Estimate Number: | 0012 | Primary JP: | 27889(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-107C(170)CI | Project: 27889(04) | Category: 0100/ROADWAY | ||||||||
0001 | (PL)REMOVE DRIFT AND SILT | 201 6215 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
0002 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5,907.000 | 5,907.000 | 377.000 | 5,907.000 | $10.50 | $3,958.50 | $62,023.50 |
0004 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,518.000 | 1,518.000 | 1,518.000 | $12.00 | $0.00 | $18,216.00 | |
0005 | SELECT BORROW | 202(E) 0186 | CY | 100.000 | 100.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0006 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0007 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 8,100.000 | 8,100.000 | 8,275.000 | $1.40 | $0.00 | $11,585.00 | |
0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 918.000 | 918.000 | 427.000 | $6.25 | $0.00 | $2,668.75 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 17,620.000 | 17,620.000 | 5,880.980 | $1.45 | $0.00 | $8,527.42 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.600 | 7.600 | 0.000 | $625.00 | $0.00 | $0.00 | |
0011 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 5,050.000 | 5,050.000 | 5,049.900 | $50.00 | $0.00 | $252,495.00 | |
0012 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 23,782.000 | 23,782.000 | 24,225.330 | $5.25 | $0.00 | $127,182.98 | |
0013 | PROCESSING EXISTING BASE & SURFACE, METHOD B | 311(B) 0152 | LF | 6,486.000 | 6,486.000 | 6,454.000 | $2.35 | $0.00 | $15,166.90 | |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 33,492.000 | 33,492.000 | 30,204.840 | $1.05 | $0.00 | $31,715.09 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,077.000 | 2,077.000 | 4,305.090 | $23.50 | $0.00 | $101,169.63 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 1,750.000 | 1,750.000 | 2,125.000 | $3.00 | $0.00 | $6,375.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 13,001.000 | 13,001.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0018 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 6,043.000 | 6,043.000 | 0.000 | 4,901.400 | $1.00 | $0.00 | $4,901.40 |
0019 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 1,209.000 | 1,209.000 | 400.000 | $3.00 | $0.00 | $1,200.00 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 3,107.000 | 3,107.000 | 3,163.650 | $78.75 | $0.00 | $249,137.44 | |
0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 4,921.000 | 4,921.000 | 5,000.320 | $99.00 | $0.00 | $495,031.68 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 619.000 | 619.000 | 464.790 | $96.00 | $0.00 | $44,619.84 | |
0023 | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | 411(H) 6210 | TON | 34.000 | 34.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 68.800 | 68.800 | 68.800 | $5.25 | $0.00 | $361.20 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 39.500 | 39.500 | 39.500 | $625.00 | $0.00 | $24,687.50 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 20.900 | 20.900 | 20.900 | $575.00 | $0.00 | $12,017.50 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 137.700 | 137.700 | 139.670 | $400.00 | $0.00 | $55,868.00 | |
0028 | REINFORCING STEEL | 511(A) 0332 | LB | 8,460.000 | 8,460.000 | 8,460.000 | $0.92 | $0.00 | $7,783.20 | |
0029 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 64.000 | 64.000 | 79.010 | 79.010 | $58.00 | $4,582.58 | $4,582.58 |
0030 | INLET (SMD-TYPE 2A) | 611(G) 6004 | EA | 6.000 | 6.000 | 6.000 | $2,900.00 | $0.00 | $17,400.00 | |
0031 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 180.000 | 180.000 | 180.000 | $52.00 | $0.00 | $9,360.00 | |
0032 | 60" CORR. GALV. STEEL PIPE | 613(B) 0696 | LF | 34.000 | 34.000 | 34.000 | $104.00 | $0.00 | $3,536.00 | |
0033 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 372.000 | 372.000 | 372.000 | $37.00 | $0.00 | $13,764.00 | |
0034 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 832.000 | 832.000 | 832.000 | $40.00 | $0.00 | $33,280.00 | |
0035 | 30" CORRUGATED POLYETHYLENE PIPE TYPE "S" | 613(E) 4788 | LF | 1,450.000 | 1,450.000 | 1,445.000 | $48.00 | $0.00 | $69,360.00 | |
0036 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $940.00 | $0.00 | $940.00 | |
0037 | TYPE BB4 CULVERT END TREATMENT | 613(M) 7192 | EA | 2.000 | 2.000 | 2.000 | $1,600.00 | $0.00 | $3,200.00 | |
0038 | 60" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0767 | EA | 2.000 | 2.000 | 2.000 | $2,100.00 | $0.00 | $4,200.00 | |
0039 | 28" X 20" GALV. STEEL CULVERT END SECTION ARCH | 613(P) 4571 | EA | 44.000 | 44.000 | 44.000 | $500.00 | $0.00 | $22,000.00 | |
0040 | 21" X 15" GALV. STEEL CULVERT END SECTION ARCH | 613(P) 7025 | EA | 9.000 | 9.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0041 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 689.000 | 689.000 | 720.840 | $36.00 | $0.00 | $25,950.24 | |
0042 | TRENCH EXCAVATION | 613(V) 1180 | CY | 1,046.000 | 1,046.000 | 1,314.490 | $10.00 | $0.00 | $13,144.90 | |
0043 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $24,000.00 | $0.00 | $24,000.00 | |
0044 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,575.000 | 1,575.000 | 1,798.620 | $5.00 | $0.00 | $8,993.10 | |
0045 | SAWING PAVEMENT | 619(C) 0924 | LF | 8,872.000 | 8,872.000 | 7,089.000 | $2.50 | $0.00 | $17,722.50 | |
0046 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 2.000 | 2.000 | 2.000 | $1,550.00 | $0.00 | $3,100.00 | |
0047 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 2.000 | $1,925.00 | $0.00 | $3,850.00 | |
0048 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $72.00 | $216.00 | $216.00 |
0049 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $175.00 | $175.00 | $175.00 |
0050 | MAILBOX | 629(C) 4960 | EA | 7.000 | 7.000 | 7.000 | 7.000 | $25.00 | $175.00 | $175.00 |
0051 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 4.000 | $12.00 | $0.00 | $48.00 | |
Subtotals For Category 0100/ROADWAY | $9,107.08 | $1,867,930.35 | ||||||||
Fed/State Project Number: STP-107C(170)CI | Project: 27889(04) | Category: 0200/BRIDGE 'A' | ||||||||
0052 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 481.000 | 481.000 | 481.000 | $12.00 | $0.00 | $5,772.00 | |
0053 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 20.000 | 20.000 | 20.000 | $5.25 | $0.00 | $105.00 | |
0054 | CLASS AA CONCRETE | 509(A) 1326 | CY | 191.000 | 191.000 | 191.000 | $292.00 | $0.00 | $55,772.00 | |
0055 | REINFORCING STEEL | 511(A) 1332 | LB | 26,810.000 | 26,810.000 | 26,810.000 | $0.92 | $0.00 | $24,665.20 | |
0056 | TYPE II SPECIAL PLAIN RIPRAP | 601(D) 1357 | TON | 74.000 | 74.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0057 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $86,314.20 | ||||||||
Fed/State Project Number: STP-107C(170)CI | Project: 27889(04) | Category: 0300/TRAFFIC | ||||||||
0058 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $51.00 | $0.00 | $51.00 | |
0059 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 13.000 | 13.000 | 0.000 | $67.00 | $0.00 | $0.00 | |
0060 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 75.190 | 75.190 | 93.430 | 93.430 | $12.25 | $1,144.52 | $1,144.52 |
0061 | FLANGE CHANNEL POSTS(4 LB/FT) | 851(D) 8597 | LF | 227.000 | 227.000 | 168.000 | 168.000 | $9.25 | $1,554.00 | $1,554.00 |
0062 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 42,744.000 | 42,744.000 | 42,610.000 | $0.35 | $0.00 | $14,913.50 | |
0063 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 136.000 | 136.000 | 115.000 | $2.40 | $0.00 | $276.00 | |
0064 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $20,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0300/TRAFFIC | $2,698.52 | $32,939.02 | ||||||||
Fed/State Project Number: STP-107C(170)CI | Project: 27889(04) | Category: 0600/STAKING | ||||||||
0065 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $15,000.00 | $0.00 | $11,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $11,250.00 | ||||||||
Fed/State Project Number: STP-107C(170)CI | Project: 27889(04) | Category: 0640/CONSTRUCTION | ||||||||
0066 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
0067 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $78,500.00 | $0.00 | $78,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $80,375.00 | ||||||||
Fed/State Project Number: STP-107C(170)CI | Project: 27889(04) | Category: 0900/NON-PARTICIPATING | ||||||||
0068 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,034.000 | 1,034.000 | 1,015.000 | $8.00 | $0.00 | $8,120.00 | |
Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $8,120.00 | ||||||||
Subtotals For Project STP-107C(170)CI /27889(04) | $11,805.60 | $2,086,928.57 |