Contract ID: | 110202 | Estimate Number: | 0008 | Contract No: | 710573 | |||
Residency: | PURCELL (03200) | Estimate Type: | Progressive | Account No: | 434300 | |||
Project Number(s): | CIRB-114C(210)RB | ||||||||||||
Primary Job Piece No: | 24829(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (EW-129): ETOWAH RD. FROM 48TH AVE. S.E. EXTEND EAST. PROJECT LENGTH = 5.983 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | MARKWELL PAVING COMPANY, INC. | ||||||||||||
P.O. BOX 82005 | |||||||||||||
OKLAHOMA CITY , OK 73148 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 07/16/2012 TO 07/31/2012 |
Date Awarded: | 11/07/2011 | Date Work Began: | 03/05/2012 | Original Contract Time: | 360 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | Current Time Charged: | 142.00 | |
Date NTP Issued: | 11/22/2011 | Completion Date: | Current Time Allowed: | 360.00 | |
General Liability Expires: | 04/01/2013 | Workman's Comp Expires: | 04/01/2013 | Percent Time Used: | 39.44 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $5,512,233.88 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,483,149.88 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 30.25 % | Non Participating: | $1,682,151.93 | $1,592,516.08 | $89,635.85 | ||
Funds Available: | $3,844,771.71 | Total Earnings: | $1,682,151.93 | $1,592,516.08 | $89,635.85 | ||
Unearned Balance: | $3,815,687.71 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,682,151.93 | $1,592,516.08 | $89,635.85 | ||||
Other Adjustments: | $-14,689.76 | $-14,689.76 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,667,462.17 | $1,577,826.32 | $89,635.85 |
Contract ID: | 110202 | Estimate Number: | 0008 | Primary JP: | 24829(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Addition of new pay items | Approved | 06/04/2012 | 0.0 | $29,084.00 |
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 |
24829(04) | 0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 3,911.03 | $0.77 | $3,026.55 |
24829(04) | 0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 76.11 | $0.77 | $58.90 |
24829(04) | 0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,919.68 | $0.88 | $1,697.77 |
24829(04) | 0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * QAQC | 0007 | 0.00 | $0.00 | $-8,905.00 |
24829(04) | 0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 91.56 | $0.88 | $80.98 |
24829(04) | 0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * QAQC | 0007 | 0.00 | $0.00 | $-10,648.96 | Subtotals For Line Item Adjustments | $-14,689.76 | * = 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: | 110202 | Estimate Number: | 0008 | Primary JP: | 24829(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-114C(210)RB | Project: 24829(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.170 | $100,000.00 | $0.00 | $17,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 115,000.000 | 115,000.000 | 8,492.000 | $3.00 | $0.00 | $25,476.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 1,000.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.083 | 0.083 | $47,500.00 | $3,942.50 | $3,942.50 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 9,630.000 | 9,630.000 | 0.000 | $1.39 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 8,505.000 | 8,505.000 | 0.000 | $6.40 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 277,734.000 | 277,734.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 57.400 | 57.400 | 0.000 | $214.00 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,720.000 | 1,720.000 | 0.000 | $21.50 | $0.00 | $0.00 | |
0010 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 110,854.000 | 110,854.000 | 16,244.450 | $3.00 | $0.00 | $48,733.35 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,305.000 | 1,305.000 | 150.000 | $19.00 | $0.00 | $2,850.00 | |
0012 | TACK COAT | 407(B) 0250 | GAL | 8,305.000 | 8,305.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0013 | PRIME COAT | 408 5774 | GAL | 27,600.000 | 27,600.000 | 5,150.000 | $2.00 | $0.00 | $10,300.00 | |
0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 23,950.000 | 23,950.000 | 0.000 | 3,987.140 | $54.50 | $0.00 | $217,299.14 |
0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 13,230.000 | 13,230.000 | 0.000 | 2,011.240 | $68.50 | $0.00 | $137,769.94 |
0016 | COLD MILLING PAVEMENT | 412 5267 | SY | 73,730.000 | 73,730.000 | 26,146.110 | $0.50 | $0.00 | $13,073.06 | |
0017 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 500.000 | 500.000 | 0.000 | $5.35 | $0.00 | $0.00 | |
0018 | CLASS AA CONCRETE | 509(A) 0319 | CY | 497.600 | 497.600 | 0.000 | $323.00 | $0.00 | $0.00 | |
0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 1,070.600 | 1,070.600 | 84.900 | 84.900 | $209.00 | $17,744.10 | $17,744.10 |
0020 | REINFORCING STEEL | 511(A) 0332 | LB | 70,960.000 | 70,960.000 | 0.000 | $0.83 | $0.00 | $0.00 | |
0021 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 472.000 | 472.000 | 0.000 | $43.75 | $0.00 | $0.00 | |
0022 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 916.700 | 916.700 | 0.000 | 356.090 | $38.00 | $0.00 | $13,531.42 |
0023 | INLET GPI TYPE 1 (DES. 3) | 611(G) 5329 | EA | 1.000 | 1.000 | 0.000 | $4,425.00 | $0.00 | $0.00 | |
0024 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 260.000 | 260.000 | 136.000 | $44.00 | $0.00 | $5,984.00 | |
0025 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 244.000 | 244.000 | 248.000 | $63.90 | $0.00 | $15,847.20 | |
0026 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 146.000 | 146.000 | 152.000 | $70.20 | $0.00 | $10,670.40 | |
0027 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 294.000 | 294.000 | 288.000 | $75.00 | $0.00 | $21,600.00 | |
0028 | 54" R.C.PIPE CLASS III | 613(A) 0497 | LF | 200.000 | 200.000 | 248.000 | $92.00 | $0.00 | $22,816.00 | |
0029 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 522.000 | 522.000 | 520.000 | $68.25 | $0.00 | $35,490.00 | |
0030 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 228.000 | 228.000 | 224.000 | $51.36 | $0.00 | $11,504.64 | |
0031 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 160.000 | 160.000 | 160.000 | $61.00 | $0.00 | $9,760.00 | |
0032 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 70.000 | 70.000 | 72.000 | $94.00 | $0.00 | $6,768.00 | |
0033 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 176.000 | 176.000 | 176.000 | $117.70 | $0.00 | $20,715.20 | |
0034 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 2,332.000 | 2,332.000 | 140.000 | 2,618.000 | $24.25 | $3,395.00 | $63,486.50 |
0035 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 1,378.000 | 1,378.000 | 52.000 | 1,200.000 | $30.00 | $1,560.00 | $36,000.00 |
0036 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(B) 4530 | LF | 114.000 | 114.000 | 54.000 | $48.00 | $0.00 | $2,592.00 | |
0037 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 3.000 | 3.000 | 1.000 | $555.00 | $0.00 | $555.00 | |
0038 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 1.000 | 1.000 | 1.000 | $728.00 | $0.00 | $728.00 | |
0039 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5736 | EA | 1.000 | 1.000 | 1.000 | $968.25 | $0.00 | $968.25 | |
0040 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5738 | EA | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
0041 | 54" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5740 | EA | 6.000 | 6.000 | 6.000 | $1,295.00 | $0.00 | $7,770.00 | |
0042 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 108.000 | 108.000 | 0.000 | $490.00 | $0.00 | $0.00 | |
0043 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 55.000 | 55.000 | 0.000 | $655.00 | $0.00 | $0.00 | |
0044 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 9.000 | 9.000 | 0.000 | $840.00 | $0.00 | $0.00 | |
0045 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 8.000 | 8.000 | 0.000 | $970.00 | $0.00 | $0.00 | |
0046 | TYPE E4 CULVERT END TREATMENT | 613(M) 7190 | EA | 5.000 | 5.000 | 0.000 | $1,120.00 | $0.00 | $0.00 | |
0047 | TYPE AA4 CULVERT END TREATMENT | 613(M) 7191 | EA | 2.000 | 2.000 | 0.000 | $980.00 | $0.00 | $0.00 | |
0048 | TYPE BB4 CULVERT END TREATMENT | 613(M) 7192 | EA | 2.000 | 2.000 | 0.000 | $1,060.00 | $0.00 | $0.00 | |
0049 | TYPE EE4 CULVERT END TREATMENT | 613(M) 7195 | EA | 2.000 | 2.000 | 0.000 | $1,790.00 | $0.00 | $0.00 | |
0050 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.170 | 0.170 | $8,650.00 | $1,470.50 | $1,470.50 |
0051 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,000.000 | 4,000.000 | 255.850 | $1.00 | $0.00 | $255.85 | |
0052 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 916.000 | 916.000 | 300.500 | $4.80 | $0.00 | $1,442.40 | |
0053 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 54.000 | 54.000 | 0.000 | $69.50 | $0.00 | $0.00 | |
0054 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 5.000 | 5.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0055 | MAILBOX | 629(C) 4960 | EA | 67.000 | 67.000 | 0.000 | $32.00 | $0.00 | $0.00 | |
0056 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 82.000 | 82.000 | 0.000 | $10.75 | $0.00 | $0.00 | |
0057 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 2.000 | 2.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0058 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 292.000 | 292.000 | 0.000 | $26.75 | $0.00 | $0.00 | |
0059 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 125,210.000 | 125,210.000 | 0.000 | $0.37 | $0.00 | $0.00 | |
0060 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $19,875.00 | $4,968.75 | $9,937.50 |
8001 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 120.000 | 40.000 | $55.00 | $0.00 | $2,200.00 | |
Subtotals For Category 0100/ROADWAY | $33,080.85 | $797,380.95 | ||||||||
Fed/State Project Number: CIRB-114C(210)RB | Project: 24829(04) | Category: 0101/ROADWAY (WATERLINE) | ||||||||
0061 | SELECT BACKFILL | 501(E) 6354 | CY | 2,650.000 | 2,650.000 | 4,428.880 | $11.75 | $0.00 | $52,039.34 | |
0062 | STANDARD BEDDING MATERIAL, CLASS A | 613(R) 1185 | CY | 385.000 | 385.000 | 294.080 | $33.00 | $0.00 | $9,704.64 | |
0063 | 2" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5218 | LF | 129.000 | 129.000 | 50.000 | 50.000 | $9.10 | $455.00 | $455.00 |
0064 | 12" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5229 | LF | 8,175.000 | 8,175.000 | 8,020.000 | $47.25 | $0.00 | $378,945.00 | |
0065 | 12" GATE VALVE | 616(D) 1100 | EA | 17.000 | 17.000 | 1.000 | 17.000 | $2,900.00 | $2,900.00 | $49,300.00 |
0066 | METER INSTALLATION 2" | 616(F) 5211 | EA | 9.000 | 9.000 | 2.000 | 2.000 | $2,100.00 | $4,200.00 | $4,200.00 |
0067 | FIRE HYDRANTS | 616(G) 1192 | EA | 9.000 | 9.000 | 5.000 | 9.000 | $5,350.00 | $26,750.00 | $48,150.00 |
8002 | 12" X 12" X 12" TEE | 616(T) 0620 | EA | 0.000 | 4.000 | 4.000 | $863.50 | $0.00 | $3,454.00 | |
8003 | 6" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5223 | LF | 0.000 | 20.000 | 20.000 | $19.25 | $0.00 | $385.00 | |
8004 | 6" VALVES | 616(D) 0861 | EA | 0.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
8005 | 6" 90 DEGREE FITTING | 616(O) 0250 | EA | 0.000 | 2.000 | 2.000 | $550.00 | $0.00 | $1,100.00 | |
8006 | 6" SOLID SLEEVE | 616(K) 0150 | EA | 0.000 | 1.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
8007 | 12" WATER LINE LOWERED | 612(M) 4817 | LF | 0.000 | 100.000 | 40.000 | $153.45 | $0.00 | $6,138.00 | |
Subtotals For Category 0101/ROADWAY (WATERLINE) | $34,305.00 | $556,070.98 | ||||||||
Fed/State Project Number: CIRB-114C(210)RB | Project: 24829(04) | Category: 0600/STAKING | ||||||||
0068 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $89,000.00 | $22,250.00 | $44,500.00 |
Subtotals For Category 0600/STAKING | $22,250.00 | $44,500.00 | ||||||||
Fed/State Project Number: CIRB-114C(210)RB | Project: 24829(04) | Category: 0640/CONSTRUCTION | ||||||||
0069 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.100 | $2,000.00 | $0.00 | $200.00 | |
0070 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $284,000.00 | $0.00 | $284,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $284,200.00 | ||||||||
Subtotals For Project CIRB-114C(210)RB /24829(04) | $89,635.85 | $1,682,151.93 |