Contract ID: | 110270 | Estimate Number: | 0011 | Contract No: | 710007 | |||
Residency: | SALLISAW (01200) | Estimate Type: | Progressive | Account No: | 434100 | |||
Project Number(s): | CIRB-131C(085)RB | ||||||||||||
Primary Job Piece No: | 24965(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (KERR LAKE RD): OVER SANS BOIS CREEK, AT THE KERR RESERVOIR, 2.5 MILES NORTH OF SH-9. PROJECT LENGTH = 1.271 MILES | ||||||||||||
Primary County: | HASKELL | ||||||||||||
Name of Road: | COUNTY ROAD (KERR | ||||||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | ||||||||||||
2832 N. COUNTRY CLUB | |||||||||||||
MUSKOGEE , OK 74403 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 05/19/2011 | NTP Effective Date: | 09/01/2011 | Pay Period: | 02/16/2012 TO 02/29/2012 |
Date Awarded: | 06/01/2011 | Date Work Began: | 09/01/2011 | Original Contract Time: | 150 |
Date Contract Executed: | 06/14/2011 | Date Time Stopped: | Current Time Charged: | 96.00 | |
Date NTP Issued: | 06/22/2011 | Completion Date: | Current Time Allowed: | 150.00 | |
General Liability Expires: | 02/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 64.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,419,499.88 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,419,499.88 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 61.15 % | Non Participating: | $869,759.53 | $848,449.45 | $21,310.08 | ||
Funds Available: | $551,458.34 | Total Earnings: | $869,759.53 | $848,449.45 | $21,310.08 | ||
Unearned Balance: | $551,458.34 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $869,759.53 | $848,449.45 | $21,310.08 | ||||
Other Adjustments: | $-1,717.99 | $-1,717.99 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $868,041.54 | $846,731.46 | $21,310.08 |
Contract ID: | 110270 | Estimate Number: | 0011 | Primary JP: | 24965(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. |
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 |
24965(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,190.91 | $1.16 | $1,386.76 |
24965(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0008 | 0.00 | $0.00 | $-6,079.00 |
24965(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 2,554.21 | $1.16 | $2,974.25 | Subtotals For Line Item Adjustments | $-1,717.99 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 110270 | Estimate Number: | 0011 | Primary JP: | 24965(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-131C(085)RB | Project: 24965(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 8,500.000 | 8,500.000 | 8,500.000 | $6.00 | $0.00 | $51,000.00 | |
0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 12,093.000 | 12,093.000 | 11,949.000 | $1.11 | $0.00 | $13,263.39 | |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,500.000 | 6,500.000 | 7,513.610 | $1.24 | $0.00 | $9,316.88 | |
0004 | SEEDING METHOD A | 232(A) 2813 | AC | 2.000 | 2.000 | 0.000 | $295.00 | $0.00 | $0.00 | |
0005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.000 | 4.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0006 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 4,500.000 | 4,500.000 | 3,993.120 | $35.84 | $0.00 | $143,113.42 | |
0007 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 19,127.000 | 19,127.000 | 19,125.560 | $6.72 | $0.00 | $128,523.76 | |
0008 | SEPARATOR FABRIC | 325 5271 | SY | 25,956.000 | 25,956.000 | 25,956.110 | $1.23 | $0.00 | $31,926.01 | |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 200.000 | 200.000 | 0.000 | $34.10 | $0.00 | $0.00 | |
0010 | PRIME COAT | 408 5774 | GAL | 9,236.000 | 9,236.000 | 9,100.000 | $0.50 | $0.00 | $4,550.00 | |
0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 4,032.000 | 4,032.000 | 3,745.120 | $60.79 | $0.00 | $227,665.85 | |
0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,800.000 | 2,800.000 | 0.000 | $66.95 | $0.00 | $0.00 | |
0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $440.00 | $0.00 | $0.00 | |
0014 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 100.000 | 100.000 | 14.030 | $52.27 | $0.00 | $733.35 | |
0015 | WATER LINE LOWERED | 612(J) 4480 | LF | 6,187.500 | 6,187.500 | 6,169.000 | $12.00 | $0.00 | $74,028.00 | |
0016 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 14,440.000 | 14,440.000 | 14,321.240 | $2.00 | $0.00 | $28,642.48 | |
0017 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 11,944.000 | 11,944.000 | 11,900.000 | $1.00 | $0.00 | $11,900.00 | |
0018 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 11,372.500 | 11,372.500 | 0.000 | $17.10 | $0.00 | $0.00 | |
0019 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 4.000 | 4.000 | 0.000 | $687.50 | $0.00 | $0.00 | |
0020 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.360 | 10.360 | 0.000 | $15.40 | $0.00 | $0.00 | |
0021 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 22.000 | 22.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0022 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 227.000 | 227.000 | 0.000 | $17.60 | $0.00 | $0.00 | |
0023 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 25,000.000 | 25,000.000 | 0.000 | $0.59 | $0.00 | $0.00 | |
0024 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.600 | $4,125.00 | $0.00 | $2,475.00 | |
0025 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 50.000 | 50.000 | 28.000 | $33.00 | $0.00 | $924.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $728,062.14 | ||||||||
Fed/State Project Number: CIRB-131C(085)RB | Project: 24965(04) | Category: 0200/BRIDGE 'A' | ||||||||
0026 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 0.000 | 10.000 | $385.00 | $0.00 | $3,850.00 |
0027 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $5,060.00 | $0.00 | $5,060.00 | |
0028 | APPROACH SLAB | 504(A) 1304 | SY | 111.600 | 111.600 | 55.800 | 111.600 | $247.50 | $13,810.50 | $27,621.00 |
0029 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 50.000 | 50.000 | 50.000 | $330.00 | $0.00 | $16,500.00 | |
0030 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 57.000 | 57.000 | 0.000 | $27.50 | $0.00 | $0.00 | |
0031 | CLASS C CONCRETE | 509(D) 1331 | CY | 5.400 | 5.400 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0032 | CLEANING AND PAINTING BRIDGE METAL RAIL | 512 6280 | LF | 1,061.000 | 1,061.000 | 0.000 | $44.00 | $0.00 | $0.00 | |
0033 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 18.000 | 18.000 | 9.000 | 18.000 | $605.00 | $5,445.00 | $10,890.00 |
0034 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 40.000 | 40.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0035 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.500 | 3.500 | 0.000 | $88.00 | $0.00 | $0.00 | |
0036 | DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 1,420.000 | 1,420.000 | 0.000 | $19.80 | $0.00 | $0.00 | |
0037 | (PL)REPAIR BRIDGE ITEMS | 540 4505 | EA | 8.000 | 8.000 | 4.000 | $550.00 | $0.00 | $2,200.00 | |
0038 | (PL)REPLACE BRIDGE ITEMS | 545 4805 | EA | 4.000 | 4.000 | 4.000 | $220.00 | $0.00 | $880.00 | |
0039 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 44.000 | 44.000 | 16.980 | 32.580 | $121.00 | $2,054.58 | $3,942.18 |
0040 | REMOVAL OF BRIDGE ITEMS | 619(B) 2505 | EA | 2.000 | 2.000 | 2.000 | $5,500.00 | $0.00 | $11,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $21,310.08 | $81,943.18 | ||||||||
Fed/State Project Number: CIRB-131C(085)RB | Project: 24965(04) | Category: 0600/STAKING | ||||||||
0041 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $17,417.40 | $0.00 | $13,063.05 | |
Subtotals For Category 0600/STAKING | $0.00 | $13,063.05 | ||||||||
Fed/State Project Number: CIRB-131C(085)RB | Project: 24965(04) | Category: 0640/CONSTRUCTION | ||||||||
0042 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $825.00 | $0.00 | $412.50 | |
0043 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $46,278.66 | $0.00 | $46,278.66 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $46,691.16 | ||||||||
Subtotals For Project CIRB-131C(085)RB /24965(04) | $21,310.08 | $869,759.53 |