Contract ID: | 100387 | Estimate Number: | 0041 | Contract No: | 610192 | |||
Residency: | MCALESTER (02400) | Estimate Type: | Progressive | Account No: | 464200 | |||
Project Number(s): | CIP-139B(025)IP | ||||||||||||
Primary Job Piece No: | 18843(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-270: FROM 6.5 MILES EAST OF THE SH-2 JUNCTION, EXTEND EAST. PROJECT LENGTH = 1.402 MILES. | ||||||||||||
Primary County: | LATIMER | ||||||||||||
Name of Road: | US-270 | ||||||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | ||||||||||||
2832 N. COUNTRY CLUB | |||||||||||||
MUSKOGEE , OK 74403 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 06/17/2010 | NTP Effective Date: | 11/01/2010 | Pay Period: | 11/01/2012 TO 02/15/2013 |
Date Awarded: | 07/06/2010 | Date Work Began: | 11/30/2010 | Original Contract Time: | 360 |
Date Contract Executed: | 07/26/2010 | Date Time Stopped: | 12/07/2012 | Current Time Charged: | 768.00 |
Date NTP Issued: | 10/11/2010 | Completion Date: | 12/07/2012 | Current Time Allowed: | 715.00 |
General Liability Expires: | 02/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 107.41 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $4,019,784.91 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,901,084.36 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 96.52 % | Non Participating: | $3,904,561.78 | $3,846,562.85 | $57,998.93 | ||
Funds Available: | $140,015.75 | Total Earnings: | $3,904,561.78 | $3,846,562.85 | $57,998.93 | ||
Unearned Balance: | $21,315.20 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,904,561.78 | $3,846,562.85 | $57,998.93 | ||||
Other Adjustments: | $28,207.38 | $28,207.38 | $0.00 | ||||
Liq Dam/Disincentive: | $-53,000.00 | $-53,000.00 | $0.00 | ||||
TOTAL: | $3,879,769.16 | $3,821,770.23 | $57,998.93 |
Contract ID: | 100387 | Estimate Number: | 0041 | Primary JP: | 18843(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order for Unclassified Borrow | Approved | 11/07/2011 | 0.0 | $99,765.76 |
002 | Change Order for the Installation of a water line. | Approved | 04/02/2012 | 0.0 | $20,107.50 |
003 | Deduction for failure to perform Maintenance during const. | Approved | 07/05/2012 | 0.0 | $-1,172.71 |
004 | Change Order for the addition of Line Items required | Pending | 0 | 27.0 | $-58.44 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
18843(04) | 0062 | Structural Steel | Stockpiled Material Adjustment | 0005 | $-49,955.89 |
18843(04) | 0062 | Structural Steel | Stockpiled Material Initial Payment | 0003 | $99,911.78 |
18843(04) | 0062 | Structural Steel | Stockpiled Material Adjustment | 0012 | $-49,955.89 |
18843(04) | 0076 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $1,691.76 |
18843(04) | 0076 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-845.88 |
18843(04) | 0076 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0013 | $-845.88 |
18843(04) | 0077 | Expan. Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $6,283.68 |
18843(04) | 0077 | Expan. Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-3,141.84 |
18843(04) | 0077 | Expan. Bearing Assembly | Stockpiled Material Adjustment | 0013 | $-3,141.84 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0035 | --14 | $1,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0036 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0037 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0038 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0039 | --6.0 | $1,000.00 | $-6,000.00 |
System Application of Liquidated Damages | 0040 | --1.0 | $1,000.00 | $-1,000.00 | Subtotals For Liquidated Damages | $-53,000.00 |
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 |
18843(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 286.56 | $1.38 | $395.67 |
18843(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0034 | 578.39 | $3.58 | $2,073.96 |
18843(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 52.89 | $2.53 | $134.12 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 297.63 | $-0.43 | $-129.69 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 452.35 | $2.32 | $1,052.05 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0014 | 0.00 | $0.00 | $-14,235.46 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 3,851.31 | $2.32 | $8,957.18 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0018 | 0.00 | $0.00 | $-378.45 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,345.71 | $1.38 | $3,238.84 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 527.08 | $1.38 | $727.77 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0034 | 0.00 | $0.00 | $14,235.46 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 381.42 | $3.58 | $1,367.68 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 578.39 | $3.58 | $2,073.96 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 409.25 | $3.58 | $1,467.47 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | -416.83 | $2.53 | $-1,056.98 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 107.32 | $2.53 | $272.14 |
18843(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 2,922.63 | $2.89 | $8,469.78 |
18843(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0038 | 0.00 | $0.00 | $-6,601.42 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 204.53 | $-0.49 | $-101.86 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 239.05 | $2.65 | $635.40 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 555.72 | $2.65 | $1,477.10 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 1,238.01 | $2.89 | $3,587.75 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 995.26 | $2.89 | $2,884.26 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0038 | 0.00 | $0.00 | $-224.60 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | 36.68 | $2.29 | $84.29 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0040 | -36.68 | $2.05 | $-75.49 |
18843(04) | 0061 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-2,123.55 | Subtotals For Line Item Adjustments | $28,207.38 | * = 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: | 100387 | Estimate Number: | 0041 | Primary JP: | 18843(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: CIP-139B(025)IP | Project: 18843(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $18,000.00 | $0.00 | $18,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 34,357.000 | 34,357.000 | 260.740 | 44,836.910 | $9.00 | $2,346.66 | $403,532.19 |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $11,389.00 | $0.00 | $11,389.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,400.000 | 3,400.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,200.000 | 1,200.000 | 455.000 | $7.95 | $0.00 | $3,617.25 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 51,090.000 | 51,090.000 | 76,421.720 | $1.42 | $0.00 | $108,518.84 | |
0007 | WATERING | 230(F) 2812 | MGAL | 2,043.600 | 2,043.600 | 1,159.300 | $8.74 | $0.00 | $10,132.28 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 10.000 | 10.000 | 0.000 | $554.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 10.700 | 10.700 | 0.000 | $10.00 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE | 303 5912 | TON | 16,147.300 | 16,147.300 | 16,147.300 | $18.00 | $0.00 | $290,651.40 | |
0011 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 27,688.000 | 27,688.000 | 25,295.350 | $1.47 | $0.00 | $37,184.16 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 31,841.200 | 31,841.200 | 13,730.610 | $0.83 | $0.00 | $11,396.41 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 12,505.800 | 12,505.800 | 128.040 | 3,814.230 | $17.77 | $2,275.27 | $67,778.88 |
0014 | PRIME COAT | 408 5774 | GAL | 12,242.700 | 12,242.700 | 2,451.100 | $1.00 | $0.00 | $2,451.10 | |
0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 2,832.200 | 2,832.200 | 917.840 | $68.00 | $0.00 | $62,413.12 | |
0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 7,241.900 | 7,241.900 | 8,533.630 | $62.94 | $0.00 | $537,106.68 | |
0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 2,265.800 | 2,265.800 | 0.000 | 2,922.630 | $79.50 | $0.00 | $232,349.09 |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,824.800 | 2,824.800 | 3,232.570 | $65.50 | $0.00 | $211,733.35 | |
0019 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 14,215.000 | 14,215.000 | 11,743.000 | $0.42 | $0.00 | $4,932.06 | |
0020 | COLD MILLING PAVEMENT | 417 5267 | SY | 9,937.000 | 9,937.000 | 3,940.690 | $1.09 | $0.00 | $4,295.35 | |
0021 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 1,709.000 | 1,709.000 | 534.590 | 1,675.940 | $5.08 | $2,715.72 | $8,513.78 |
0022 | BITUMINOUS BINDER | 420(B) 4268 | GAL | 427.300 | 427.300 | 0.000 | $4.40 | $0.00 | $0.00 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 57.500 | 57.500 | 57.500 | $59.00 | $0.00 | $3,392.50 | |
0024 | CLASS A CONCRETE | 509(B) 0321 | CY | 103.100 | 103.100 | 103.100 | $411.00 | $0.00 | $42,374.10 | |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 194.300 | 194.300 | 0.000 | $242.00 | $0.00 | $0.00 | |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 15,418.200 | 15,418.200 | 15,418.200 | $0.77 | $0.00 | $11,872.01 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 81.400 | 81.400 | 58.200 | 58.200 | $55.07 | $3,205.07 | $3,205.07 |
0028 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 181.500 | 181.500 | 138.670 | $35.73 | $0.00 | $4,954.68 | |
0029 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 122.000 | 122.000 | 128.000 | $49.96 | $0.00 | $6,394.88 | |
0030 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4410 | LF | 54.000 | 54.000 | 54.000 | $74.00 | $0.00 | $3,996.00 | |
0031 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(B) 4498 | LF | 62.000 | 62.000 | 62.000 | $111.00 | $0.00 | $6,882.00 | |
0032 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 22.000 | 22.000 | 20.000 | $850.00 | $0.00 | $17,000.00 | |
0033 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 12.000 | 12.000 | 16.000 | $1,100.00 | $0.00 | $17,600.00 | |
0034 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 2.000 | $1,320.00 | $0.00 | $2,640.00 | |
0035 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 126.000 | 126.000 | 126.000 | $35.50 | $0.00 | $4,473.00 | |
0036 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 394.000 | 394.000 | 396.000 | $27.91 | $0.00 | $11,052.36 | |
0037 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 68.000 | 68.000 | 58.000 | $31.81 | $0.00 | $1,844.98 | |
0038 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 281.000 | 281.000 | 461.000 | $36.32 | $0.00 | $16,743.52 | |
0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 3,000.000 | 3,000.000 | 380.000 | $4.64 | $0.00 | $1,763.20 | |
0040 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 200.000 | 200.000 | 0.000 | $8.97 | $0.00 | $0.00 | |
0041 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 948.100 | 948.100 | 47.000 | $40.00 | $0.00 | $1,880.00 | |
0042 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $38,550.00 | $0.00 | $38,550.00 | |
0043 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 192.000 | 192.000 | 180.000 | $11.00 | $0.00 | $1,980.00 | |
0044 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,857.000 | 7,857.000 | 16,508.110 | $2.13 | $0.00 | $35,162.27 | |
0045 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 676.000 | 676.000 | 308.000 | $5.47 | $0.00 | $1,684.76 | |
0046 | SAWING PAVEMENT | 619(C) 0924 | LF | 19,850.000 | 19,850.000 | 13,911.450 | $2.50 | $0.00 | $34,778.63 | |
0047 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 975.000 | 975.000 | 975.000 | $17.88 | $0.00 | $17,433.00 | |
0048 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,900.00 | $0.00 | $7,600.00 | |
0049 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,400.00 | $0.00 | $9,600.00 | |
0050 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 1.000 | 6.000 | $55.00 | $55.00 | $330.00 |
0051 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $77.00 | $0.00 | $77.00 | |
0052 | MAILBOX | 629(C) 4960 | EA | 8.000 | 8.000 | 8.000 | $21.00 | $0.00 | $168.00 | |
0053 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 7.000 | 7.000 | 7.000 | 7.000 | $50.00 | $350.00 | $350.00 |
0054 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 350.000 | 350.000 | 0.000 | $11.06 | $0.00 | $0.00 | |
0055 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 15.000 | 15.000 | 0.000 | $37.39 | $0.00 | $0.00 | |
0056 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 1.000 | 1.000 | 0.000 | $715.00 | $0.00 | $0.00 | |
8000 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 0.000 | 7,739.780 | 7,739.780 | $12.89 | $0.00 | $99,765.76 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $20,107.50 | $0.00 | $20,107.50 | |
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-1,172.71 | $-1,172.71 | $-1,172.71 |
Subtotals For Category 0100/ROADWAY | $9,775.01 | $2,450,477.45 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0200/BRIDGE "A" | ||||||||
0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 422.000 | 422.000 | 422.000 | $22.00 | $0.00 | $9,284.00 | |
0058 | CLSM BACKFILL | 501(G) 6309 | CY | 182.000 | 182.000 | 182.000 | $137.00 | $0.00 | $24,934.00 | |
0059 | APPROACH SLAB | 504(A) 1304 | SY | 286.600 | 286.600 | 286.600 | $154.00 | $0.00 | $44,136.40 | |
0060 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 89.700 | 89.700 | 89.700 | $247.00 | $0.00 | $22,155.90 | |
0061 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 585.000 | 585.000 | 585.000 | $66.00 | $0.00 | $38,610.00 | |
0062 | STRUCTURAL STEEL | 506(A) 1322 | LB | 96,180.000 | 96,180.000 | 96,180.000 | $1.85 | $0.00 | $177,933.00 | |
0063 | CLASS AA CONCRETE | 509(A) 1326 | CY | 278.700 | 278.700 | 278.700 | $522.50 | $0.00 | $145,620.76 | |
0064 | CLASS A CONCRETE | 509(B) 1328 | CY | 216.200 | 216.200 | 216.200 | $687.00 | $0.00 | $148,529.40 | |
0065 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 100,020.000 | 100,020.000 | 100,020.000 | $0.94 | $0.00 | $94,018.80 | |
0066 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
0067 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.000 | $2,750.00 | $0.00 | $0.00 | |
0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 848.000 | 848.000 | 848.000 | $3.95 | $0.00 | $3,349.60 | |
0069 | DRILLED SHAFTS 24" DIAMETER | 516(A) 6090 | LF | 110.000 | 110.000 | 110.250 | $330.00 | $0.00 | $36,382.50 | |
0070 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 140.000 | 140.000 | 137.250 | $440.00 | $0.00 | $60,390.00 | |
0071 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 189.000 | 189.000 | 189.250 | $550.00 | $0.00 | $104,087.50 | |
0072 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 50.000 | 50.000 | 52.000 | $110.00 | $0.00 | $5,720.00 | |
0073 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 10.000 | 10.000 | 2.000 | $165.00 | $0.00 | $330.00 | |
0074 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 507.500 | 507.500 | 507.500 | $5.50 | $0.00 | $2,791.25 | |
0075 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 14.000 | 14.000 | 14.000 | $137.00 | $0.00 | $1,918.00 | |
0076 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 2.000 | 2.000 | 2.000 | $1,925.00 | $0.00 | $3,850.00 | |
0077 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 8.000 | 8.000 | 8.000 | $1,900.00 | $0.00 | $15,200.00 | |
0078 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 700.000 | 700.000 | 601.060 | $31.90 | $0.00 | $19,173.82 | |
0079 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 114.000 | 114.000 | 99.580 | $27.00 | $0.00 | $2,688.66 | |
0080 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
Subtotals For Category 0200/BRIDGE "A" | $0.00 | $1,078,103.59 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0300/TRAFFIC | ||||||||
0081 | RELOCATION OF PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(G) 4316 | LF | 3,830.000 | 3,830.000 | 4,250.000 | $4.49 | $0.00 | $19,082.50 | |
0082 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 1,120.000 | 1,120.000 | 1,120.000 | $15.00 | $0.00 | $16,800.00 | |
0083 | (PL)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 300.000 | 300.000 | 253.000 | $55.00 | $0.00 | $13,915.00 | |
0084 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.700 | 115.700 | 9.000 | 115.740 | $13.00 | $117.00 | $1,504.62 |
0085 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 77.000 | 77.000 | -14.080 | 84.670 | $7.50 | $-105.60 | $635.03 |
0086 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 88.000 | 88.000 | 109.530 | $6.60 | $0.00 | $722.90 | |
0087 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 4.000 | 4.000 | 4.000 | $19.80 | $0.00 | $79.20 | |
0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 23,100.000 | 23,100.000 | 24,325.860 | $0.58 | $0.00 | $14,109.00 | |
0089 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 520.000 | 520.000 | 664.600 | 664.600 | $2.20 | $1,462.12 | $1,462.12 |
0090 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $93.50 | $0.00 | $187.00 | |
0091 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $203.00 | $0.00 | $203.00 | |
0092 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 13,000.000 | 13,000.000 | 42,458.000 | $0.28 | $0.00 | $11,888.24 | |
0093 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 11,100.000 | 11,100.000 | 1,625.000 | $0.50 | $0.00 | $812.50 | |
0094 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 9,000.000 | 9,000.000 | 4,653.000 | $0.55 | $0.00 | $2,559.15 | |
0095 | (PL)CONSTRUCTION ZONE QUADGUARD IMPACT ATTENUATOR | 871 8709 | SD | 316.000 | 316.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0096 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,196.000 | 1,196.000 | 10,173.000 | $2.20 | $0.00 | $22,380.60 | |
0097 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,342.000 | 5,342.000 | 120.000 | 11,215.000 | $2.10 | $252.00 | $23,551.50 |
0098 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,870.000 | 4,870.000 | 270.000 | 11,544.000 | $2.20 | $594.00 | $25,396.80 |
0099 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 496.000 | 496.000 | 247.000 | $0.28 | $0.00 | $69.16 | |
0100 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 11,736.000 | 11,736.000 | 4,189.000 | $0.28 | $0.00 | $1,172.92 | |
0101 | WING BARRICADES | 880(C) 8848 | SD | 1,668.000 | 1,668.000 | 120.000 | 2,804.000 | $0.11 | $13.20 | $308.44 |
0102 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,182.000 | 32,182.000 | 270.000 | 15,402.000 | $0.06 | $16.20 | $924.12 |
0103 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 47,630.000 | 47,630.000 | 42,484.000 | $0.06 | $0.00 | $2,549.04 | |
0104 | DRUMS | 880(F) 8878 | SD | 47,630.000 | 47,630.000 | 93,358.000 | $0.05 | $0.00 | $4,667.90 | |
Subtotals For Category 0300/TRAFFIC | $2,348.92 | $164,980.74 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0600/STAKING | ||||||||
0105 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $28,000.00 | $0.00 | $28,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $28,000.00 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0640/CONSTRUCTION | ||||||||
0106 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $1,500.00 | $375.00 | $1,500.00 |
0107 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
0108 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.260 | 1.000 | $175,000.00 | $45,500.00 | $175,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $45,875.00 | $183,000.00 | ||||||||
Subtotals For Project CIP-139B(025)IP /18843(04) | $57,998.93 | $3,904,561.78 |