Contract ID: | 090044 | Estimate Number: | 0036 | 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: | 10/01/2011 TO 03/31/2013 |
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: | 1364.00 | |
Date NTP Issued: | 05/15/2009 | Completion Date: | Current Time Allowed: | 1373.00 | |
General Liability Expires: | 08/01/2013 | Workman's Comp Expires: | 08/01/2013 | Percent Time Used: | 99.34 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $4,970,319.93 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,939,237.40 | Participating: | $4,676,905.78 | $4,628,104.05 | $48,801.73 | ||
Percent Complete: | 97.69 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $114,708.74 | Total Earnings: | $4,676,905.78 | $4,628,104.05 | $48,801.73 | ||
Unearned Balance: | $83,626.21 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $4,676,905.78 | $4,628,104.05 | $48,801.73 | ||||
Other Adjustments: | $178,705.41 | $178,705.48 | $-0.07 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $4,855,611.19 | $4,806,809.53 | $48,801.66 |
Contract ID: | 090044 | Estimate Number: | 0036 | 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 | Approved | 10/15/2010 | 0.0 | $22,085.60 |
002 | Change Order #2 for Signs and Post | Approved | 05/18/2011 | 10.0 | $5,826.54 |
003 | Remobilize Crew and Equipment | Approved | 07/16/2012 | 0.0 | $3,170.39 |
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 | 0026 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0034 | -1.0 | $1,000.00 | $1,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0035 | $48,681.55 | Subtotals For Contract Adjustments | $48,681.55 |
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) | * QAQC | 0021 | 1.00 | $-200.00 | $-200.00 |
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) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $8,096.93 |
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) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $8,331.69 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * QAQC | 0025 | 1.00 | $-3,981.90 | $-3,981.90 |
20234(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | -22.28 | $6.24 | $-139.05 |
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) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $10,129.97 |
20234(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0025 | 1.00 | $-1,000.00 | $-1,000.00 |
20234(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0025 | 1.00 | $-3,481.60 | $-3,481.60 |
20234(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $14,351.57 |
20234(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0035 | 0.46 | $7.08 | $3.26 |
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) | * 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 | 0022 | 0.00 | $0.00 | $617.68 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $1,013.20 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $1,066.32 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $745.63 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $584.21 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0035 | 0.00 | $0.00 | $-5,052.37 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 16.52 | $7.08 | $117.03 |
20234(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | -0.01 | $6.55 | $-0.07 |
20234(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $24,792.67 |
20234(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $6,286.87 | Subtotals For Line Item Adjustments | $130,023.86 | * = 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: | 090044 | Estimate Number: | 0036 | 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 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 47,943.000 | 47,943.000 | 1,279.000 | 43,641.500 | $2.50 | $3,197.50 | $109,103.75 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 111,471.000 | 111,471.000 | 111,630.000 | $3.90 | $0.00 | $435,357.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 |
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 | 12,507.000 | $1.60 | $0.00 | $20,011.20 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 10,627.000 | 10,627.000 | 0.000 | 138,608.630 | $1.60 | $0.00 | $221,773.80 |
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 | 875.000 | $5.25 | $0.00 | $4,593.75 | |
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 | 28.638 | $65.00 | $0.00 | $1,861.47 | |
0015 | (SP)LIME | 327(D) 4230 | TON | 1,093.000 | 10.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0016 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 60,728.000 | 600.000 | 0.000 | $2.80 | $0.00 | $0.00 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 357.000 | 357.000 | 21.280 | 247.000 | $24.00 | $510.72 | $5,928.00 |
0018 | TACK COAT | 407 0250 | GAL | 12,910.000 | 12,910.000 | -1,600.000 | 7,750.000 | $3.00 | $-4,800.00 | $23,250.00 |
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 | 20,061.720 | $50.00 | $0.00 | $1,003,086.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 14,378.000 | 14,378.000 | 0.000 | 11,693.320 | $60.00 | $0.00 | $701,599.20 |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1,276.000 | 1,276.000 | -0.010 | 2,801.500 | $58.00 | $-0.58 | $162,487.00 |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 9,256.000 | 9,256.000 | 0.000 | 7,513.670 | $70.00 | $0.00 | $525,956.90 |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 117.000 | 117.000 | 106.900 | $25.00 | $0.00 | $2,672.50 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 154.000 | 154.000 | 0.370 | 154.370 | $450.00 | $166.50 | $69,466.50 |
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 | -7.910 | 1,557.590 | $180.00 | $-1,423.80 | $280,366.20 |
0028 | REINFORCING STEEL | 511(A) 0332 | LB | 38,678.000 | 38,678.000 | 30,659.000 | $0.95 | $0.00 | $29,126.05 | |
0029 | 65" X 40" R.C.PIPE ARCH CLASS A-III | 613(B) 4501 | LF | 66.000 | 66.000 | 0.000 | 64.000 | $350.00 | $0.00 | $22,400.00 |
0030 | SPECIAL END SECTION OF 65" X 40" RCP ARCH | 613(C) 4825 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $4,800.00 | $0.00 | $9,600.00 |
0031 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 8.000 | 8.000 | 0.000 | 10.000 | $1,200.00 | $0.00 | $12,000.00 |
0032 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 6.000 | 6.000 | 0.000 | 6.000 | $1,300.00 | $0.00 | $7,800.00 |
0033 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $1,650.00 | $0.00 | $3,300.00 |
0034 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 |
0035 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 8.000 | 8.000 | 0.000 | 9.000 | $1,350.00 | $0.00 | $12,150.00 |
0036 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 6.000 | 6.000 | 0.000 | 6.000 | $1,500.00 | $0.00 | $9,000.00 |
0037 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $1,780.00 | $0.00 | $3,560.00 |
0038 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $2,300.00 | $0.00 | $2,300.00 |
0039 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 762.000 | 762.000 | 598.000 | $21.00 | $0.00 | $12,558.00 | |
0040 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 134.000 | 134.000 | 154.000 | $27.00 | $0.00 | $4,158.00 | |
0041 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 170.000 | 170.000 | 70.000 | 170.000 | $35.00 | $2,450.00 | $5,950.00 |
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 | 226.000 | $31.00 | $0.00 | $7,006.00 | |
0045 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 84.000 | 84.000 | 43.500 | 127.500 | $38.00 | $1,653.00 | $4,845.00 |
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 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
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 | 33,473.900 | $1.50 | $0.00 | $50,210.86 | |
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 | 2,700.000 | 0.000 | 2,653.230 | $60.12 | $0.00 | $159,512.19 |
8001 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 76,000.000 | 0.000 | 75,211.580 | $2.65 | $0.00 | $199,310.69 |
8002 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 0.000 | 154.160 | 138.000 | $18.40 | $0.00 | $2,539.20 | |
8003 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 0.000 | 325.000 | 292.000 | $9.20 | $0.00 | $2,686.40 | |
Subtotals For Category 0100/ROADWAY | $1,753.34 | $4,287,023.41 | ||||||||
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 | 51,115.000 | $0.40 | $0.00 | $20,446.00 | |
0056 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 22,000.000 | 22,000.000 | 75,218.000 | $0.20 | $0.00 | $15,043.60 | |
0057 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,000.000 | 2,000.000 | 234.000 | $0.50 | $0.00 | $117.00 | |
0058 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 10,000.000 | 10,000.000 | 10,000.000 | $0.40 | $0.00 | $4,000.00 | |
0059 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 9,000.000 | 9,000.000 | 4,726.000 | $0.20 | $0.00 | $945.20 | |
0060 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 27,000.000 | 27,000.000 | 9,858.000 | $0.02 | $0.00 | $197.16 | |
0061 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,800.000 | 1,800.000 | 7,143.000 | $3.00 | $0.00 | $21,429.00 | |
0062 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,000.000 | 3,000.000 | 16,381.000 | $5.00 | $0.00 | $81,905.00 | |
0063 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 33,000.000 | 33,000.000 | 2,255.000 | $0.01 | $0.00 | $22.55 | |
0064 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 600.000 | 2,168.000 | $1.00 | $0.00 | $2,168.00 | |
0065 | VERTICAL PANELS | 880(D) 8854 | SD | 32,400.000 | 32,400.000 | 10,274.000 | $0.10 | $0.00 | $1,027.40 | |
0066 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 66,000.000 | 66,000.000 | 15,477.000 | $0.01 | $0.00 | $154.77 | |
0067 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 86,400.000 | 86,400.000 | 19,770.000 | $0.01 | $0.00 | $197.70 | |
0068 | DRUMS | 880(F) 8878 | SD | 54,000.000 | 54,000.000 | 10,686.000 | $0.10 | $0.00 | $1,068.60 | |
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 | $0.00 | $148,921.98 | ||||||||
Fed/State Project Number: STPY-126C(060) | Project: 20234(04) | Category: 0600/STAKING | ||||||||
0070 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $21,000.00 | $0.00 | $21,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $21,000.00 | ||||||||
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 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
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 | 0.168 | 1.000 | $191,000.00 | $32,088.00 | $191,000.00 |
0074 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.900 | 0.900 | $13,100.00 | $11,790.00 | $11,790.00 |
8004 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | 1.000 | $3,170.39 | $3,170.39 | $3,170.39 |
Subtotals For Category 0640/CONSTRUCTION | $47,048.39 | $219,960.39 | ||||||||
Subtotals For Project STPY-126C(060) /20234(04) | $48,801.73 | $4,676,905.78 |