Contract ID: | 120037 | Estimate Number: | 0007 | Contract No: | 710837 | |||
Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 404800 | |||
Project Number(s): | SSR-219B(002)SR | ||||||||||||
Primary Job Piece No: | 29059(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (AC & PC) SH-33: BEGIN AT THE PAYNE COUNTY LINE, EXTEND EAST. SH-99B: BEGIN AT SH-33, EXTEND NORTH. PROJECT LENGTH = 1.787 MILES. | ||||||||||||
Primary County: | CREEK | ||||||||||||
Name of Road: | SH-33 / SH-99B | ||||||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
P.O. BOX 9159 | |||||||||||||
TULSA , OK 74157 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 01/19/2012 | NTP Effective Date: | 06/04/2012 | Pay Period: | 09/16/2012 TO 06/12/2013 |
Date Awarded: | 02/06/2012 | Date Work Began: | 06/04/2012 | Original Contract Time: | 90 |
Date Contract Executed: | 02/21/2012 | Date Time Stopped: | Current Time Charged: | 96.00 | |
Date NTP Issued: | 02/27/2012 | Completion Date: | Current Time Allowed: | 96.00 | |
General Liability Expires: | 03/01/2014 | Workman's Comp Expires: | 02/01/2014 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,343,843.88 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,245,046.00 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 85.27 % | Non Participating: | $1,181,088.21 | $1,071,019.53 | $110,068.68 | ||
Funds Available: | $198,002.35 | Total Earnings: | $1,181,088.21 | $1,071,019.53 | $110,068.68 | ||
Unearned Balance: | $99,204.47 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,181,088.21 | $1,071,019.53 | $110,068.68 | ||||
Other Adjustments: | $-35,246.68 | $-35,619.59 | $372.91 | ||||
Liq Dam/Disincentive: | $0.00 | $-3,000.00 | $3,000.00 | ||||
TOTAL: | $1,145,841.53 | $1,032,399.94 | $113,441.59 |
Contract ID: | 120037 | Estimate Number: | 0007 | Primary JP: | 29059(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | R&R traffic control for 4th | Approved | 07/10/2012 | 2.0 | $3,067.68 |
002 | Patching (brick section) | Approved | 06/06/2013 | 4.0 | $95,730.20 |
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 | 0006 | --4.0 | $750.00 | $-3,000.00 |
System Application of Liquidated Damages | 0007 | -4.0 | $750.00 | $3,000.00 | Subtotals For Liquidated Damages | $0.00 |
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 |
29059(04) | 0006 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 622.68 | $1.53 | $953.26 |
29059(04) | 0006 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0004 | -622.68 | $60.00 | $-37,360.80 |
29059(04) | 0006 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0005 | 594.02 | $0.48 | $285.66 |
29059(04) | 0007 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 671.94 | $1.53 | $1,028.67 |
29059(04) | 0007 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0004 | -671.94 | $55.00 | $-36,956.70 |
29059(04) | 0007 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0005 | 671.94 | $55.00 | $36,956.70 |
29059(04) | 0007 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 599.93 | $0.48 | $288.51 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 444.52 | $1.74 | $777.73 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0004 | -444.52 | $74.00 | $-32,894.48 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0005 | -1.00 | $1,975.69 | $-1,975.69 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0005 | 445.43 | $0.54 | $244.81 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0005 | 444.52 | $74.00 | $32,894.48 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0006 | -1.00 | $597.22 | $-597.22 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0007 | 1.00 | $597.22 | $597.22 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0007 | 1.00 | $1,975.69 | $1,975.69 |
29059(04) | 0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0007 | -1.00 | $2,200.00 | $-2,200.00 |
29059(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 328.56 | $1.74 | $574.85 |
29059(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0004 | -328.56 | $70.00 | $-22,999.20 |
29059(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0005 | 328.56 | $70.00 | $22,999.20 |
29059(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 292.27 | $0.54 | $160.63 |
29059(04) | 0019 | BEAM GUARDRAIL W-BEAM SINGLE | * Missing Material Certification | 0004 | -100.00 | $18.00 | $-1,800.00 |
29059(04) | 0019 | BEAM GUARDRAIL W-BEAM SINGLE | * Missing Material Certification | 0006 | 100.00 | $18.00 | $1,800.00 |
29059(04) | 0020 | GUARDRAIL END TREATMENT (GET) | * Missing Material Certification | 0004 | -2.00 | $2,300.00 | $-4,600.00 |
29059(04) | 0020 | GUARDRAIL END TREATMENT (GET) | * Missing Material Certification | 0005 | -2.00 | $2,300.00 | $-4,600.00 |
29059(04) | 0020 | GUARDRAIL END TREATMENT (GET) | * Missing Material Certification | 0006 | 2.00 | $2,300.00 | $4,600.00 |
29059(04) | 0020 | GUARDRAIL END TREATMENT (GET) | * Missing Material Certification | 0006 | 2.00 | $2,300.00 | $4,600.00 | Subtotals For Line Item Adjustments | $-35,246.68 | * = 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: | 120037 | Estimate Number: | 0007 | Primary JP: | 29059(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: SSR-219B(002)SR | Project: 29059(04) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0002 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 50.000 | 50.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0003 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 8,300.000 | 8,300.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0004 | TACK COAT | 407(B) 0250 | GAL | 2,600.000 | 2,600.000 | 1,462.000 | $3.00 | $0.00 | $4,386.00 | |
0005 | PRIME COAT | 408 5774 | GAL | 1,750.000 | 1,750.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0006 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 1,200.000 | 1,200.000 | 1,216.700 | $60.00 | $0.00 | $73,002.00 | |
0007 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,225.000 | 1,225.000 | 1,271.870 | $55.00 | $0.00 | $69,952.85 | |
0008 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 2,400.000 | 2,400.000 | 0.000 | 2,476.910 | $74.00 | $0.00 | $183,291.34 |
0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 675.000 | 675.000 | 620.830 | $70.00 | $0.00 | $43,458.10 | |
0010 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 100.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0011 | COLD MILLING PAVEMENT | 412 5267 | SY | 28,250.000 | 28,250.000 | 19,609.560 | $1.50 | $0.00 | $29,414.35 | |
0012 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 2,500.000 | 2,500.000 | 2,171.890 | $50.00 | $0.00 | $108,594.50 | |
0013 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 560.000 | 560.000 | 492.550 | $250.00 | $0.00 | $123,137.50 | |
0014 | CONCRETE JOINT SEALING | 415 6300 | LF | 27,000.000 | 27,000.000 | 10,000.000 | $1.30 | $0.00 | $13,000.00 | |
0015 | DOWEL BAR RETROFIT | 416 0100 | EA | 5,700.000 | 5,700.000 | 4,398.000 | $30.00 | $0.00 | $131,940.00 | |
0016 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 18,000.000 | 18,000.000 | 17,985.830 | $3.00 | $0.00 | $53,957.49 | |
0017 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,900.000 | 6,900.000 | 6,888.880 | $2.00 | $0.00 | $13,777.76 | |
0018 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 100.000 | 100.000 | 200.000 | $5.00 | $0.00 | $1,000.00 | |
0019 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 100.000 | 100.000 | 200.000 | $18.00 | $0.00 | $3,600.00 | |
0020 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,300.00 | $0.00 | $9,200.00 | |
8001 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 880.000 | 879.000 | 879.000 | $82.79 | $72,772.41 | $72,772.41 |
8002 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 125.000 | 123.090 | 123.090 | $303.00 | $37,296.27 | $37,296.27 |
Subtotals For Category 0100/ROADWAY | $110,068.68 | $1,021,780.57 | ||||||||
Fed/State Project Number: SSR-219B(002)SR | Project: 29059(04) | Category: 0300/TRAFFIC | ||||||||
0021 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 60.000 | 60.000 | 68.000 | $264.00 | $0.00 | $17,952.00 | |
0022 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 10.000 | 10.000 | 14.000 | $30.00 | $0.00 | $420.00 | |
0023 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 9,900.000 | 9,900.000 | 8,214.000 | $0.50 | $0.00 | $4,107.00 | |
0024 | TRAFFIC STRIPE (PLASTIC)(SYMBOLS, WORDS, ETC.) | 855(B) 3300 | EA | 4.000 | 4.000 | 4.000 | $110.00 | $0.00 | $440.00 | |
0025 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 28,600.000 | 28,600.000 | 24,176.000 | $0.46 | $0.00 | $11,120.96 | |
0026 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 16.000 | 16.000 | 20.000 | $110.00 | $0.00 | $2,200.00 | |
0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
8000 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,067.68 | $0.00 | $3,067.68 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $79,307.64 | ||||||||
Fed/State Project Number: SSR-219B(002)SR | Project: 29059(04) | Category: 0640/CONSTRUCTION | ||||||||
0028 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $80,000.00 | $0.00 | $80,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $80,000.00 | ||||||||
Subtotals For Project SSR-219B(002)SR /29059(04) | $110,068.68 | $1,181,088.21 |