Oklahoma Department of Transportation
Progressive Estimate Summary
Created:    11/16/2012
Contract ID: 120003   Estimate Number: 0011     Contract No: 710958
Residency: ANTLERS (02100)   Estimate Type: Progressive     Account No: 400200

Project Number(s): NHY-013N(148)3P
Primary Job Piece No: 26295(08)
Contract Description: PAVEMENT REHABILITATION (UTBWC) US-69: BEGIN 1.07 MILES NORTH OF SH-78, EXTEND NORTH (SOUTHBOUND LANES ONLY). PROJECT LENGTH = 8.00 MILES
Primary County: BRYAN              
Name of Road: US-69              
Prime Contractor: THE CUMMINS CONSTRUCTION CO., INC.              
    P. O. BOX 748              
    ENID , OK   73702              
Surety Company: HARTFORD ACCIDENT & INDEMNITY COMPANY              

Date Let: 02/16/2012 NTP Effective Date: 07/02/2012 Pay Period: 11/01/2012  TO  11/15/2012
Date Awarded: 03/05/2012 Date Work Began: 05/29/2012 Original Contract Time: 120
Date Contract Executed: 03/14/2012 Date Time Stopped: Current Time Charged: 120.00
Date NTP Issued: 03/21/2012 Completion Date: Current Time Allowed: 120.00
General Liability Expires: 09/01/2013 Workman's Comp Expires: 01/01/2013 Percent Time Used: 100.00 %
Specification Year: 2009     Date Approved:

Current Contract Amount: $4,152,484.83 Total to Date Prev to Date This Estimate
Bid Amount: $4,152,484.83 Participating: $3,751,120.23 $3,720,382.53 $30,737.70
Percent Complete: 90.21 % Non Participating: $0.00 $0.00 $0.00
Funds Available: $406,658.56 Total Earnings: $3,751,120.23 $3,720,382.53 $30,737.70
Unearned Balance: $406,658.56 Stockpiled Materials: $0.00 $0.00 $0.00
Gross Earnings: $3,751,120.23 $3,720,382.53 $30,737.70
Other Adjustments: $-5,293.96 $-5,293.96 $0.00
Liq Dam/Disincentive: $0.00 $0.00 $0.00
TOTAL: $3,745,826.27 $3,715,088.57 $30,737.70

Estimate Adjustment Detail

Contract ID: 120003   Estimate Number: 0011     Primary JP: 26295(08)



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
26295(08) 0007 SUPERPAVE, TYPE S4(PG 76-28 OK) * HMA Deduction as per Sec. 411 0008 -20.00 $71.10 $-1,422.00
26295(08) 0007 SUPERPAVE, TYPE S4(PG 76-28 OK) * HMA Deduction as per Sec. 411 0010 -10.00 $71.10 $-711.00
26295(08) 0007 SUPERPAVE, TYPE S4(PG 76-28 OK) * HMA Deduction as per Sec. 411 0010 -30.00 $71.10 $-2,133.00
26295(08) 0008 SUPERPAVE, TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0004 47.31 $1.62 $76.93
26295(08) 0008 SUPERPAVE, TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0006 542.52 $0.42 $231.11
26295(08) 0008 SUPERPAVE, TYPE S4(PG 64-22 OK) * HMA Deduction as per Sec. 411 0010 -20.00 $66.80 $-1,336.00
Subtotals For Line Item Adjustments $-5,293.96
* = 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 $

Line Item Detail

Contract ID: 120003   Estimate Number: 0011     Primary JP: 26295(08)



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:    NHY-013N(148)3P Project:    26295(08) Category:    0100/ROADWAY
0001 UNCLASSIFIED EXCAVATION 202(A) 0183 CY 400.000 400.000   400.000 $16.50 $0.00 $6,600.00
0002 AGGREGATE BASE TYPE B 303(B) 2110 CY 260.000 260.000   255.990 $60.00 $0.00 $15,359.40
0003 SEPARATOR FABRIC 325 5271 SY 1,965.000 1,965.000   1,529.950 $1.50 $0.00 $2,294.93
0004 TRAFFIC BOUND SURFACE COURSE TYPE E 402(E) 0225 TON 5,660.000 5,660.000   4,131.030 $21.00 $0.00 $86,751.63
0005 ULTRA-THIN BONDED WEARING COURSE, TYPE C 404(G) 4845 TON 18,098.000 18,098.000   15,948.820 $93.30 $0.00 $1,488,024.91
0006 POLYMER MODIFIED CATIONIC RAPID SET - 1 407(C) 0300 GAL 37,207.000 37,207.000   33,956.720 $3.05 $0.00 $103,568.00
0007 SUPERPAVE, TYPE S4(PG 76-28 OK) 411(C) 5950 TON 14,962.000 14,962.000   13,685.920 $71.10 $0.00 $973,068.91
0008 SUPERPAVE, TYPE S4(PG 64-22 OK) 411(C) 5960 TON 5,156.000 5,156.000   5,320.630 $66.80 $0.00 $355,418.09
0009 COLD MILLING PAVEMENT 412 5267 SY 16,720.000 16,720.000 5,840.000 14,373.650 $2.10 $12,264.00 $30,184.67
0010 RUMBLE STRIP-METHOD HMA-CON 413(A) 4861 LF 85,878.000 85,878.000   80,214.000 $0.11 $0.00 $8,823.54
0011 P.C.CONCRETE PAVEMENT(PLACEMENT) 414(A) 0210 SY 412.000 412.000   292.440 $67.00 $0.00 $19,593.48
0012 FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) 414(E) 0225 SY 2,900.000 2,900.000   2,212.050 $95.00 $0.00 $210,144.75
0013 P.C. CONCRETE FOR PAVEMENT 414(G) 5275 CY 697.000 697.000 18.960 699.790 $120.00 $2,275.20 $83,974.80
0014 TYPE 3 TERMINAL JOINT 414(I) 5266 EA 2.000 2.000   2.000 $7,000.00 $0.00 $14,000.00
0015 TERMINAL JOINT SLEEPER SLAB 414(J) 5263 SY 125.000 125.000   124.480 $150.00 $0.00 $18,672.00
0016 CONCRETE JOINT SEALING 415 6300 LF 800.000 800.000 410.000 1,210.000 $4.00 $1,640.00 $4,840.00
0017 APPROACH SLAB 504(A) 1304 SY 280.000 280.000 62.220 342.220 $160.00 $9,955.20 $54,755.20
0018 EDGE DRAIN CONDUIT-PERFORATED 613(J) 5915 LF 1,000.000 1,000.000   35.000 $6.50 $0.00 $227.50
0019 EDGE DRAIN OUTLET LATERAL-NONPERFORATED 613(K) 5916 LF 500.000 500.000   0.000 $4.75 $0.00 $0.00
0020 OUTLET LATERAL HEADWALL 613(Q) 5946 EA 4.000 4.000   1.000 $980.00 $0.00 $980.00
0021 REMOVAL OF STRUCTURES & OBSTRUCTIONS 619(A) 0920 LSUM 1.000 1.000   1.000 $1,620.00 $0.00 $1,620.00
0022 REMOVAL OF CONCRETE PAVEMENT 619(B) 4727 SY 1,115.000 1,115.000 119.110 1,208.430 $30.00 $3,573.30 $36,252.90
0023 REMOVAL OF DRAINAGE INLETS 619(B) 4741 EA 3.000 3.000   3.000 $500.00 $0.00 $1,500.00
Subtotals For Category     0100/ROADWAY    $29,707.70 $3,516,654.71
Fed/State Project Number:    NHY-013N(148)3P Project:    26295(08) Category:    0300/TRAFFIC
0024 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 855(A) 8812 LF 88,200.000 88,200.000   98,763.000 $0.44 $0.00 $43,455.72
0025 TRAFFIC STRIPE(PLASTIC)(6" WIDE) 855(A) 8813 LF 14,800.000 14,800.000   2,230.000 $0.66 $0.00 $1,471.80
0026 TRAFFIC STRIPE(PLASTIC)(8" WIDE) 855(A) 8814 LF 3,000.000 3,000.000   4,475.000 $0.88 $0.00 $3,938.00
0027 CONSTRUCTION TRAFFIC CONTROL 880(J) 8905 LSUM 1.000 1.000 0.050 1.000 $20,600.00 $1,030.00 $20,600.00
Subtotals For Category     0300/TRAFFIC    $1,030.00 $69,465.52
Fed/State Project Number:    NHY-013N(148)3P Project:    26295(08) Category:    0640/CONSTRUCTION
0028 MOBILIZATION 641 1552 LSUM 1.000 1.000   1.000 $165,000.00 $0.00 $165,000.00
Subtotals For Category     0640/CONSTRUCTION    $0.00 $165,000.00
Subtotals For Project NHY-013N(148)3P /26295(08) $30,737.70 $3,751,120.23