Contract ID: | 120088 | Estimate Number: | 0003 | Contract No: | 710960 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | STPY-258C(002)3P, STPY-218C(004)3P, STPY-218C(005)3P | ||||||||||||
Primary Job Piece No: | 29089(04) | ||||||||||||
Contract Description: | RESURFACE (ASPHALT) SH-25: FROM SH-2 EXTEND EAST. PROJECT LENGTH = 12.049 MILES | ||||||||||||
Primary County: | CRAIG | ||||||||||||
Name of Road: | SH-25 | ||||||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | ||||||||||||
2832 N. COUNTRY CLUB | |||||||||||||
MUSKOGEE , OK 74403 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 10/16/2012 TO 10/31/2012 |
Date Awarded: | 03/05/2012 | Date Work Began: | 08/14/2012 | Original Contract Time: | 100 |
Date Contract Executed: | 03/19/2012 | Date Time Stopped: | Current Time Charged: | 94.00 | |
Date NTP Issued: | 06/06/2012 | Completion Date: | Current Time Allowed: | 100.00 | |
General Liability Expires: | 02/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 94.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,371,387.22 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,371,387.22 | Participating: | $1,151,930.29 | $381,231.87 | $770,698.42 | ||
Percent Complete: | 48.51 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,221,080.38 | Total Earnings: | $1,151,930.29 | $381,231.87 | $770,698.42 | ||
Unearned Balance: | $1,221,080.38 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,151,930.29 | $381,231.87 | $770,698.42 | ||||
Other Adjustments: | $-1,623.45 | $-1,623.45 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,150,306.84 | $379,608.42 | $770,698.42 |
Contract ID: | 120088 | Estimate Number: | 0003 | Primary JP: | 29089(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 | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
29089(04) | 0026 | 43" X 26" R.C.PIPE ARCH CLASS A-III | * Missing Material Certification | 0002 | -15.00 | $108.23 | $-1,623.45 | Subtotals For Line Item Adjustments | $-1,623.45 | * = 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: | 120088 | Estimate Number: | 0003 | Primary JP: | 29089(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-258C(002)3P | Project: 29088(04) | Category: 0100/ROADWAY - STPY-258C(002)3P | ||||||||
0001 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 30.000 | 30.000 | 0.000 | 17.400 | $80.00 | $0.00 | $1,392.00 |
0002 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,150.000 | 1,150.000 | 581.320 | 581.320 | $18.00 | $10,463.76 | $10,463.76 |
0003 | TACK COAT | 407(B) 0250 | GAL | 4,870.000 | 4,870.000 | 1,625.000 | 3,125.000 | $2.65 | $4,306.25 | $8,281.25 |
0004 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 6,850.000 | 6,850.000 | 3,143.860 | 5,753.790 | $73.00 | $229,501.78 | $420,026.67 |
0005 | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | 411(H) 6210 | TON | 75.000 | 75.000 | 18.560 | $125.00 | $0.00 | $2,320.00 | |
0006 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 50.000 | 50.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0007 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,350.000 | 2,350.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STPY-258C(002)3P | $244,271.79 | $442,483.68 | ||||||||
Fed/State Project Number: STPY-258C(002)3P | Project: 29088(04) | Category: 0300/TRAFFIC - STPY-258C(002)3P | ||||||||
0008 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 63,000.000 | 63,000.000 | 0.000 | $0.34 | $0.00 | $0.00 | |
0009 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 0.000 | $405.67 | $0.00 | $0.00 | |
0010 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $3,500.00 | $875.00 | $1,750.00 |
Subtotals For Category 0300/TRAFFIC - STPY-258C(002)3P | $875.00 | $1,750.00 | ||||||||
Subtotals For Project STPY-258C(002)3P /29088(04) | $245,146.79 | $444,233.68 |
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-218C(004)3P | Project: 29089(04) | Category: 0100/ROADWAY - STPY-218C(004)3P | ||||||||
0011 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 190.000 | 190.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0012 | SOLID SLAB SODDING | 230(A) 2806 | SY | 220.000 | 220.000 | 0.000 | $5.10 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 35.000 | 35.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,100.000 | 1,100.000 | 93.190 | 195.610 | $18.00 | $1,677.42 | $3,520.98 |
0015 | TACK COAT | 407(B) 0250 | GAL | 4,985.000 | 4,985.000 | 2,750.000 | 2,750.000 | $2.65 | $7,287.50 | $7,287.50 |
0016 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 7,030.000 | 7,030.000 | 4,688.720 | 4,688.720 | $73.00 | $342,276.56 | $342,276.56 |
0017 | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | 411(H) 6210 | TON | 75.000 | 75.000 | 22.280 | 22.280 | $125.00 | $2,785.00 | $2,785.00 |
0018 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 50.000 | 50.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 4,250.000 | 4,250.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0020 | CLASS AA CONCRETE | 509(A) 0319 | CY | 8.000 | 8.000 | 7.230 | $1,500.00 | $0.00 | $10,845.00 | |
0021 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0022 | REINFORCING STEEL | 511(A) 0332 | LB | 828.000 | 828.000 | 552.070 | $2.09 | $0.00 | $1,153.83 | |
0023 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 96.000 | 96.000 | 96.000 | 96.000 | $97.44 | $9,354.24 | $9,354.24 |
0024 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 104.000 | 104.000 | 105.000 | 105.000 | $145.97 | $15,326.85 | $15,326.85 |
0025 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 40.000 | 40.000 | 45.000 | $110.05 | $0.00 | $4,952.25 | |
0026 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 76.000 | 76.000 | 90.000 | $108.23 | $0.00 | $9,740.70 | |
0027 | 36" X 23" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4528 | EA | 2.000 | 2.000 | 2.000 | $1,607.59 | $0.00 | $3,215.18 | |
0028 | 43" X 26" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4531 | EA | 4.000 | 4.000 | 4.000 | $2,141.91 | $0.00 | $8,567.64 | |
0029 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5738 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,156.98 | $8,627.92 | $8,627.92 |
0030 | TYPE D4 SLOPED CONCRETE END SECTION | 613(N) 7503 | EA | 6.000 | 6.000 | 0.000 | $1,621.54 | $0.00 | $0.00 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $25,000.00 | $12,500.00 | $25,000.00 |
Subtotals For Category 0100/ROADWAY - STPY-218C(004)3P | $399,835.49 | $452,653.65 | ||||||||
Fed/State Project Number: STPY-218C(004)3P | Project: 29089(04) | Category: 0300/TRAFFIC -STPY-218C(004)3P | ||||||||
0032 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 78,400.000 | 78,400.000 | 0.000 | $0.34 | $0.00 | $0.00 | |
0033 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 0.000 | $405.67 | $0.00 | $0.00 | |
0034 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $3,500.00 | $875.00 | $1,750.00 |
0035 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 136.000 | 136.000 | 14.000 | 14.000 | $23.18 | $324.52 | $324.52 |
Subtotals For Category 0300/TRAFFIC -STPY-218C(004)3P | $1,199.52 | $2,074.52 | ||||||||
Subtotals For Project STPY-218C(004)3P /29089(04) | $401,035.01 | $454,728.17 |
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-218C(005)3P | Project: 29090(04) | Category: 0100/ROADWAY - STPY-218C(005)3P | ||||||||
0036 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 120.000 | 120.000 | 59.160 | 589.970 | $40.00 | $2,366.40 | $23,598.80 |
0037 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,500.000 | 1,500.000 | 464.770 | 464.770 | $18.00 | $8,365.86 | $8,365.86 |
0038 | TACK COAT | 407(B) 0250 | GAL | 9,520.000 | 9,520.000 | 1,962.500 | 1,962.500 | $2.65 | $5,200.63 | $5,200.63 |
0039 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 7,210.000 | 7,210.000 | 0.000 | $73.00 | $0.00 | $0.00 | |
0040 | SUPERPAVE, TYPE S6(PG 70-28 OK) | 411(E) 5985 | TON | 3,300.000 | 3,300.000 | 1,214.580 | 1,214.580 | $82.00 | $99,595.56 | $99,595.56 |
0041 | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | 411(H) 6210 | TON | 300.000 | 300.000 | 66.110 | 438.070 | $125.00 | $8,263.75 | $54,758.75 |
0042 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 200.000 | 200.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0043 | COLD MILLING PAVEMENT | 412 5267 | SY | 3,350.000 | 3,350.000 | 0.000 | $2.37 | $0.00 | $0.00 | |
0044 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 950.000 | 950.000 | 0.000 | $0.58 | $0.00 | $0.00 | |
0045 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 925.000 | 925.000 | 0.000 | $21.15 | $0.00 | $0.00 | |
0046 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 12.000 | 12.000 | 0.000 | $2,318.14 | $0.00 | $0.00 | |
0047 | GUARDRAIL BRIDGE CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 4.000 | 0.000 | $1,622.70 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STPY-218C(005)3P | $123,792.20 | $191,519.60 | ||||||||
Fed/State Project Number: STPY-218C(005)3P | Project: 29090(04) | Category: 0300/TRAFFIC - STPY-218C(005)3P | ||||||||
0048 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 35.000 | 35.000 | 0.000 | $3.48 | $0.00 | $0.00 | |
0049 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 66,500.000 | 66,500.000 | 0.000 | $0.34 | $0.00 | $0.00 | |
0050 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $2,897.68 | $724.42 | $1,448.84 |
Subtotals For Category 0300/TRAFFIC - STPY-218C(005)3P | $724.42 | $1,448.84 | ||||||||
Fed/State Project Number: STPY-218C(005)3P | Project: 29090(04) | Category: 0640/CONSTRUCTION - STPY-218C(005)3P | ||||||||
0051 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STPY-218C(005)3P | $0.00 | $60,000.00 | ||||||||
Subtotals For Project STPY-218C(005)3P /29090(04) | $124,516.62 | $252,968.44 |