Contract ID: | 100098 | Estimate Number: | 0010 | Contract No: | 511309 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 555800 | |||
Project Number(s): | STP-STIM(479)EH, STP-STIM(479)PART 3 EH | ||||||||||||
Primary Job Piece No: | 27218(04) | ||||||||||||
Contract Description: | PEDESTRIAN IMPROVEMENTS/RESURFACE (ASPHALT) US-69A: FROM 4TH STREET, EXTEND NORTH IN THE TOWN OF QUAPAW. PROJECT LENGTH = 0.563 MILES. | ||||||||||||
Primary County: | OTTAWA | ||||||||||||
Name of Road: | US-69A | ||||||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | ||||||||||||
2832 N. COUNTRY CLUB | |||||||||||||
MUSKOGEE , OK 74403 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 04/15/2010 | NTP Effective Date: | 07/05/2010 | Pay Period: | 01/01/2011 TO 01/31/2011 |
Date Awarded: | 05/03/2010 | Date Work Began: | 07/06/2010 | Original Contract Time: | 90 |
Date Contract Executed: | 05/19/2010 | Date Time Stopped: | Current Time Charged: | 211.00 | |
Date NTP Issued: | 05/27/2010 | Completion Date: | Current Time Allowed: | 205.00 | |
General Liability Expires: | 02/01/2011 | Workman's Comp Expires: | 02/01/2011 | Percent Time Used: | 102.93 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $402,763.16 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $402,763.16 | Participating: | $349,671.09 | $346,485.59 | $3,185.50 | ||
Percent Complete: | 85.28 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $59,300.75 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $59,300.75 | Total Earnings: | $349,671.09 | $346,485.59 | $3,185.50 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $349,671.09 | $346,485.59 | $3,185.50 | ||||
Other Adjustments: | $-3,208.68 | $-3,155.89 | $-52.79 | ||||
Liq Dam/Disincentive: | $-3,000.00 | $-3,000.00 | $0.00 | ||||
TOTAL: | $343,462.41 | $340,329.70 | $3,132.71 |
Contract ID: | 100098 | Estimate Number: | 0010 | Primary JP: | 27218(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Supplemental agreement revising Title Sheet | Pending | 0 | 0.0 | $0.00 |
002 | Supplemental agreement adding time. | Approved | 12/01/2010 | 10.0 | $0.00 |
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 |
System Application of Liquidated Damages | 0008 | -4.0 | $500.00 | $-2,000.00 |
System Application of Liquidated Damages | 0009 | -2.0 | $500.00 | $-1,000.00 |
System Application of Liquidated Damages | 0010 | -0.0 | $500.00 | $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 |
27218(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 27.70 | $-1.90 | $-52.79 |
27218(04) | 0019 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0007 | -15.00 | $44.00 | $-660.00 |
27218(04) | 0019 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0008 | 15.00 | $44.00 | $660.00 |
27218(04) | 0020 | 18" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0007 | -2.00 | $700.00 | $-1,400.00 |
27218(06) | 0033 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 502.78 | $-2.17 | $-1,095.06 |
27218(06) | 0034 | COLD MILLING PAVEMENT | * Material Discrepancy Adjustments | 0008 | -1.00 | $660.83 | $-660.83 | Subtotals For Line Item Adjustments | $-3,208.68 | * = 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: | 100098 | Estimate Number: | 0010 | Primary JP: | 27218(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: STP-STIM(479)EH | Project: 27218(04) | Category: 0100/ROADWAY - STP-STIM(479)EH | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 250.000 | 250.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 250.000 | 250.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 250.000 | 250.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0004 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 64.000 | 64.000 | 27.700 | 27.700 | $115.00 | $3,185.50 | $3,185.50 |
0005 | H.E.S. CONCRETE CLASS A | 509(B) 0295 | CY | 25.000 | 25.000 | 0.000 | 4.640 | $385.00 | $0.00 | $1,786.40 |
0006 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 1.200 | 1.200 | 0.000 | 1.200 | $495.00 | $0.00 | $594.00 |
0007 | CONCRETE CURB (6" BARRIER-DOWELLED) | 609(A) 5864 | LF | 1,488.000 | 1,488.000 | 0.000 | 1,199.450 | $18.00 | $0.00 | $21,590.10 |
0008 | COMBINED CURB & GUTTER (6" BARRIER) | 609(B) 0383 | LF | 2,770.000 | 2,770.000 | 0.000 | 2,617.750 | $14.75 | $0.00 | $38,611.81 |
0009 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,222.000 | 1,222.000 | 0.000 | 1,186.220 | $37.00 | $0.00 | $43,890.14 |
0010 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 726.000 | 726.000 | 768.050 | $37.50 | $0.00 | $28,801.89 | |
0011 | DECORATIVE MEDIAN CONCRETE | 610(C) 5824 | SY | 672.000 | 672.000 | 0.000 | 408.080 | $48.98 | $0.00 | $19,987.76 |
0012 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 317.000 | 317.000 | 254.300 | $28.50 | $0.00 | $7,247.55 | |
0013 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $550.00 | $0.00 | $550.00 |
0014 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 |
0015 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $660.00 | $0.00 | $1,320.00 |
0016 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $660.00 | $0.00 | $1,320.00 |
0017 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 4.000 | 4.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0018 | FIRE HYDRANT RESET | 612(J) 0650 | EA | 2.000 | 2.000 | 1.000 | $1,320.00 | $0.00 | $1,320.00 | |
0019 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 28.000 | 28.000 | 161.500 | $44.00 | $0.00 | $7,106.00 | |
0020 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 2.000 | 2.000 | 0.000 | 4.000 | $700.00 | $0.00 | $2,800.00 |
0021 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $38,000.00 | $0.00 | $38,000.00 | |
0022 | REMOVAL OF FENCE | 619(B) 4725 | LF | 34.000 | 34.000 | 17.000 | $15.50 | $0.00 | $263.50 | |
0023 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 973.000 | 973.000 | 973.000 | $9.00 | $0.00 | $8,757.00 | |
0024 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,032.000 | 1,032.000 | 570.820 | $7.00 | $0.00 | $3,995.74 | |
0025 | REMOVAL OF CURB | 619(B) 4791 | LF | 323.000 | 323.000 | 323.000 | $7.70 | $0.00 | $2,487.10 | |
0026 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,421.000 | 3,421.000 | 2,974.000 | $3.00 | $0.00 | $8,922.00 | |
0027 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 4.000 | 4.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STP-STIM(479)EH | $3,185.50 | $244,186.49 | ||||||||
Fed/State Project Number: STP-STIM(479)EH | Project: 27218(04) | Category: 0300/TRAFFIC - STP-STIM(479)EH | ||||||||
0028 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 939.000 | 939.000 | 878.000 | $5.50 | $0.00 | $4,829.00 | |
0029 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $8,500.00 | $0.00 | $6,375.00 | |
0030 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 21.000 | 21.000 | 10.000 | $200.00 | $0.00 | $2,000.00 | |
Subtotals For Category 0300/TRAFFIC - STP-STIM(479)EH | $0.00 | $13,204.00 | ||||||||
Fed/State Project Number: STP-STIM(479)EH | Project: 27218(04) | Category: 0600/STAKING - STP-STIM(479)EH | ||||||||
0031 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $6,500.00 | $0.00 | $4,875.00 | |
Subtotals For Category 0600/STAKING - STP-STIM(479)EH | $0.00 | $4,875.00 | ||||||||
Fed/State Project Number: STP-STIM(479)EH | Project: 27218(04) | Category: 0640/CONSTRUCTION - STP-STIM(479)EH | ||||||||
0032 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-STIM(479)EH | $0.00 | $30,000.00 | ||||||||
Subtotals For Project STP-STIM(479)EH /27218(04) | $3,185.50 | $292,265.49 |
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: STP-STIM(479)PART 3 EH | Project: 27218(06) | Category: 0100/ROADWAY - STP-STIM(479)PART 3 EH | ||||||||
0033 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 500.000 | 500.000 | 502.780 | $85.00 | $0.00 | $42,736.30 | |
0034 | COLD MILLING PAVEMENT | 417 5267 | SY | 4,800.000 | 4,800.000 | 4,377.000 | $2.50 | $0.00 | $10,942.50 | |
0035 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,000.000 | 6,000.000 | 5,324.000 | $0.70 | $0.00 | $3,726.80 | |
Subtotals For Category 0100/ROADWAY - STP-STIM(479)PART 3 EH | $0.00 | $57,405.60 | ||||||||
Subtotals For Project STP-STIM(479)PART 3 EH /27218(06) | $0.00 | $57,405.60 |