Contract ID: | 090044 | Estimate Number: | 0023 | Contract No: | 411228 | |||
Residency: | JACOBS (AKA - CARTER-BURGESS) (07004) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | STPY-126C(060) | ||||||||||||
Primary Job Piece No: | 20234(04) | ||||||||||||
Contract Description: | GRADE, DRAIN AND SURFACE SH-37: BEGIN 4.62 MILES EAST OF US-81, EXTEND EAST TO GREGORY STREET, WEST OF THE CITY OF TUTTLE. PROJECT LENGTH = 2.587 MILES | ||||||||||||
Primary County: | GRADY | ||||||||||||
Name of Road: | SH-37 | ||||||||||||
Prime Contractor: | OVERLAND CORPORATION | ||||||||||||
P. O. BOX 1947 | |||||||||||||
ARDMORE , OK 73402 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 04/23/2009 | NTP Effective Date: | 07/06/2009 | Pay Period: | 07/01/2010 TO 07/15/2010 |
Date Awarded: | 04/27/2009 | Date Work Began: | 07/06/2009 | Original Contract Time: | 300 |
Date Contract Executed: | 05/13/2009 | Date Time Stopped: | Current Time Charged: | 375.00 | |
Date NTP Issued: | 05/15/2009 | Completion Date: | Current Time Allowed: | 405.00 | |
General Liability Expires: | 08/01/2010 | Workman's Comp Expires: | 08/01/2010 | Percent Time Used: | 92.59 % |
Specification Year: | 1999 | Date Approved: | 07/21/2010 | ||
Current Contract Amount: | $4,939,237.40 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,939,237.40 | Participating: | $2,686,075.51 | $2,324,569.87 | $361,505.64 | ||
Percent Complete: | 55.95 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,175,892.26 | Total Earnings: | $2,686,075.51 | $2,324,569.87 | $361,505.64 | ||
Unearned Balance: | $2,175,892.26 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,686,075.51 | $2,324,569.87 | $361,505.64 | ||||
Other Adjustments: | $77,269.63 | $58,209.93 | $19,059.70 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,763,345.14 | $2,382,779.80 | $380,565.34 |
Contract ID: | 090044 | Estimate Number: | 0023 | Primary JP: | 20234(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add Items for Cement Kiln Dust | Pending | 0 | 0.0 | $22,085.60 |
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 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $879.11 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $16,399.26 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * QAQC | 0016 | 1.00 | $-1,200.00 | $-1,200.00 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $6,121.89 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $5,167.41 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $3,129.20 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $8,096.93 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * QAQC | 0021 | 1.00 | $-2,800.00 | $-2,800.00 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * QAQC | 0021 | 1.00 | $-200.00 | $-200.00 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $16,252.68 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $2,796.27 |
20234(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $5,986.67 |
20234(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $15,250.23 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $3,857.76 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $157.20 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $1,944.14 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $617.68 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0022 | 1.00 | $-6,200.00 | $-6,200.00 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $1,013.20 | Subtotals For Line Item Adjustments | $77,269.63 | * = 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: | 090044 | Estimate Number: | 0023 | Primary JP: | 20234(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: STPY-126C(060) | Project: 20234(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.900 | $35,000.00 | $0.00 | $31,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 47,943.000 | 47,943.000 | 2,909.000 | 28,509.000 | $2.50 | $7,272.50 | $71,272.50 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 111,471.000 | 111,471.000 | 2,826.000 | 98,541.000 | $3.90 | $11,021.40 | $384,309.90 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.480 | $16,000.00 | $0.00 | $7,728.00 |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 200.000 | 200.000 | 0.000 | 7,972.000 | $2.00 | $0.00 | $15,944.00 |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 574.000 | 574.000 | 2,464.000 | $6.20 | $0.00 | $15,276.80 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 13,530.000 | 13,530.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 10,627.000 | 10,627.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
0009 | MULCH SODDING | 230(B) 2807 | SY | 113,759.000 | 113,759.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 51.000 | 51.000 | 0.000 | $360.00 | $0.00 | $0.00 | |
0011 | WATERING | 232(D) 2816 | MGAL | 7,099.000 | 7,099.000 | 0.000 | $5.25 | $0.00 | $0.00 | |
0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 51.000 | 51.000 | 1.750 | $185.00 | $0.00 | $323.75 | |
0013 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 50.000 | 50.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0014 | MOWING | 241 2832 | AC | 102.000 | 102.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0015 | (SP)LIME | 327(D) 4230 | TON | 1,093.000 | 1,093.000 | 0.000 | 828.340 | $160.00 | $0.00 | $132,534.40 |
0016 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 60,728.000 | 60,728.000 | 0.000 | 59,972.100 | $2.80 | $0.00 | $167,921.88 |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 357.000 | 357.000 | 225.720 | $24.00 | $0.00 | $5,417.28 | |
0018 | TACK COAT | 407 0250 | GAL | 12,910.000 | 12,910.000 | 975.000 | 2,650.000 | $3.00 | $2,925.00 | $7,950.00 |
0019 | PRIME COAT | 408 5774 | GAL | 11,461.000 | 11,461.000 | 0.000 | $5.30 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 18,363.000 | 18,363.000 | 785.800 | 17,742.650 | $50.00 | $39,290.00 | $887,132.50 |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 14,378.000 | 14,378.000 | 3,775.370 | 5,219.890 | $60.00 | $226,522.20 | $313,193.40 |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1,276.000 | 1,276.000 | 250.830 | 2,153.590 | $58.00 | $14,548.14 | $124,908.22 |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 9,256.000 | 9,256.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 117.000 | 117.000 | 117.070 | $25.00 | $0.00 | $2,926.75 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 154.000 | 154.000 | 154.000 | $450.00 | $0.00 | $69,300.00 | |
0026 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 43.000 | 43.000 | 67.070 | $520.00 | $0.00 | $34,876.40 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 2,278.000 | 2,278.000 | 0.000 | $180.00 | $0.00 | $0.00 | |
0028 | REINFORCING STEEL | 511(A) 0332 | LB | 38,678.000 | 38,678.000 | 30,403.000 | $0.95 | $0.00 | $28,882.85 | |
0029 | 65" X 40" R.C.PIPE ARCH CLASS A-III | 613(B) 4501 | LF | 66.000 | 66.000 | 64.000 | 64.000 | $350.00 | $22,400.00 | $22,400.00 |
0030 | SPECIAL END SECTION OF 65" X 40" RCP ARCH | 613(C) 4825 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $4,800.00 | $9,600.00 | $9,600.00 |
0031 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 8.000 | 8.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
0032 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 6.000 | 6.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0033 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 0.000 | $1,650.00 | $0.00 | $0.00 | |
0034 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 1.000 | 1.000 | 0.000 | $1,800.00 | $0.00 | $0.00 | |
0035 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 8.000 | 8.000 | 0.000 | $1,350.00 | $0.00 | $0.00 | |
0036 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 6.000 | 6.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0037 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 0.000 | $1,780.00 | $0.00 | $0.00 | |
0038 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 1.000 | 1.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
0039 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 762.000 | 762.000 | 474.000 | $21.00 | $0.00 | $9,954.00 | |
0040 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 134.000 | 134.000 | 24.000 | 154.000 | $27.00 | $648.00 | $4,158.00 |
0041 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 170.000 | 170.000 | 100.000 | $35.00 | $0.00 | $3,500.00 | |
0042 | 42" CORR. GALV. STEEL PIPE | 613(D) 0693 | LF | 120.000 | 120.000 | 120.000 | $45.00 | $0.00 | $5,400.00 | |
0043 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 48.000 | 48.000 | 178.000 | $24.00 | $0.00 | $4,272.00 | |
0044 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 166.000 | 166.000 | 114.000 | $31.00 | $0.00 | $3,534.00 | |
0045 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 84.000 | 84.000 | 84.000 | $38.00 | $0.00 | $3,192.00 | |
0046 | 49" X 33" CORR. GALV. STEEL PIPE ARCH | 613(D) 4531 | LF | 64.000 | 64.000 | 64.000 | $56.00 | $0.00 | $3,584.00 | |
0047 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.900 | $16,000.00 | $0.00 | $14,400.00 | |
0048 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 3.000 | 3.000 | 3.000 | $525.00 | $0.00 | $1,575.00 | |
0049 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 52,848.000 | 52,848.000 | 6,975.000 | 12,180.670 | $1.50 | $10,462.50 | $18,271.01 |
0050 | SAWING PAVEMENT | 619(C) 0924 | LF | 19,209.000 | 19,209.000 | 3,758.000 | $1.10 | $0.00 | $4,133.80 | |
0051 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,329.000 | 1,329.000 | 1,328.000 | $4.00 | $0.00 | $5,312.00 | |
0052 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0053 | MAILBOX | 629(C) 4960 | EA | 2.000 | 2.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0054 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 2.000 | 2.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
8000 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 0.000 | 0.000 | $60.12 | $0.00 | $0.00 | |
8001 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 0.000 | 0.000 | $2.65 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $344,689.74 | $2,414,684.44 | ||||||||
Fed/State Project Number: STPY-126C(060) | Project: 20234(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0055 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 56,000.000 | 56,000.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
0056 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 22,000.000 | 22,000.000 | 35,083.000 | 51,526.000 | $0.20 | $7,016.60 | $10,305.20 |
0057 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,000.000 | 2,000.000 | 234.000 | 234.000 | $0.50 | $117.00 | $117.00 |
0058 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 10,000.000 | 10,000.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
0059 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 9,000.000 | 9,000.000 | 1,922.000 | 2,612.000 | $0.20 | $384.40 | $522.40 |
0060 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 27,000.000 | 27,000.000 | 264.000 | 7,082.000 | $0.02 | $5.28 | $141.64 |
0061 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,800.000 | 1,800.000 | 347.000 | 4,183.000 | $3.00 | $1,041.00 | $12,549.00 |
0062 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,000.000 | 3,000.000 | 554.000 | 12,266.000 | $5.00 | $2,770.00 | $61,330.00 |
0063 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 33,000.000 | 33,000.000 | 188.000 | 1,206.000 | $0.01 | $1.88 | $12.06 |
0064 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 600.000 | 60.000 | 1,500.000 | $1.00 | $60.00 | $1,500.00 |
0065 | VERTICAL PANELS | 880(D) 8854 | SD | 32,400.000 | 32,400.000 | 432.000 | 10,274.000 | $0.10 | $43.20 | $1,027.40 |
0066 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 66,000.000 | 66,000.000 | 804.000 | 11,469.000 | $0.01 | $8.04 | $114.69 |
0067 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 86,400.000 | 86,400.000 | 1,470.000 | 16,528.000 | $0.01 | $14.70 | $165.28 |
0068 | DRUMS | 880(F) 8878 | SD | 54,000.000 | 54,000.000 | 1,038.000 | 7,444.000 | $0.10 | $103.80 | $744.40 |
0069 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 4.000 | 2.000 | $100.00 | $0.00 | $200.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $11,565.90 | $88,729.07 | ||||||||
Fed/State Project Number: STPY-126C(060) | Project: 20234(04) | Category: 0600/STAKING | ||||||||
0070 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $21,000.00 | $5,250.00 | $15,750.00 |
Subtotals For Category 0600/STAKING | $5,250.00 | $15,750.00 | ||||||||
Fed/State Project Number: STPY-126C(060) | Project: 20234(04) | Category: 0640/CONSTRUCTION | ||||||||
0071 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $8,000.00 | $0.00 | $2,000.00 | |
0072 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
0073 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.832 | $191,000.00 | $0.00 | $158,912.00 | |
0074 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.000 | $13,100.00 | $0.00 | $0.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $166,912.00 | ||||||||
Subtotals For Project STPY-126C(060) /20234(04) | $361,505.64 | $2,686,075.51 |