Contract ID: | 100611 | Estimate Number: | 0032 | Contract No: | 610881 | |||
Residency: | COBB ENGINEERING CO., INC. (03003) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | STPY-144C(121) | ||||||||||||
Primary Job Piece No: | 24142(04) | ||||||||||||
Contract Description: | WIDENING, RESURFACE, AND BRIDGE SH-39: FROM 1.78 MILES EAST OF THE SH-24 JUNCTION, EXTEND EAST. PROJECT LENGTH = 5.051 MILES. | ||||||||||||
Primary County: | MCCLAIN | ||||||||||||
Name of Road: | SH-39 | ||||||||||||
Prime Contractor: | MARKWELL PAVING COMPANY, INC. | ||||||||||||
P.O. BOX 82005 | |||||||||||||
OKLAHOMA CITY , OK 73148 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 11/18/2010 | NTP Effective Date: | 04/04/2011 | Pay Period: | 08/01/2012 TO 09/15/2012 |
Date Awarded: | 12/06/2010 | Date Work Began: | 04/04/2011 | Original Contract Time: | 365 |
Date Contract Executed: | 12/22/2010 | Date Time Stopped: | Current Time Charged: | 412.00 | |
Date NTP Issued: | 01/04/2011 | Completion Date: | Current Time Allowed: | 412.00 | |
General Liability Expires: | 04/01/2013 | Workman's Comp Expires: | 04/01/2013 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $7,371,253.59 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,839,607.41 | Participating: | $6,926,531.49 | $6,874,114.01 | $52,417.48 | ||
Percent Complete: | 97.32 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $197,756.05 | Total Earnings: | $6,926,531.49 | $6,874,114.01 | $52,417.48 | ||
Unearned Balance: | $-333,890.13 | Stockpiled Materials: | $0.01 | $0.01 | $0.00 | ||
Gross Earnings: | $6,926,531.50 | $6,874,114.02 | $52,417.48 | ||||
Other Adjustments: | $246,966.04 | $250,627.79 | $-3,661.75 | ||||
Liq Dam/Disincentive: | $0.00 | $-47,000.00 | $47,000.00 | ||||
TOTAL: | $7,173,497.54 | $7,077,741.81 | $95,755.73 |
Contract ID: | 100611 | Estimate Number: | 0032 | Primary JP: | 24142(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add Smoothness Special Provision | Approved | 05/09/2011 | 0.0 | $0.00 |
002 | Add items and revise method of measurement | Approved | 06/24/2011 | 0.0 | $38,385.10 |
003 | 36" Elbows and 18" CGSP | Approved | 06/06/2011 | 0.0 | $5,723.36 |
004 | Remove Drift and Silt from existing structures | Approved | 11/02/2011 | 0.0 | $2,326.50 |
005 | Removal of Concrete Drive | Approved | 12/06/2011 | 0.0 | $5,413.10 |
006 | Asphalt Binder Adjustment #1 | Approved | 01/10/2012 | 0.0 | $53,822.60 |
007 | Asphalt Binder Adjustment #2 | Approved | 03/05/2012 | 0.0 | $21,554.93 |
008 | Asphalt Binder Adjustment #3 | Approved | 04/02/2012 | 0.0 | $142,021.59 |
009 | Add'l appropriations for overruns | Approved | 06/04/2012 | 0.0 | $262,399.00 |
010 | Time Adjustment | Approved | 09/07/2012 | 47.0 | $0.00 |
011 | Pavement Smoothness Incentive | Pending | 0 | 0.0 | $51,105.59 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0016 | $-2,613.95 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Initial Payment | 0005 | $13,923.00 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0015 | $-708.05 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0014 | $-10,601.00 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0014 | $-10,096.19 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0019 | $-4,459.14 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0018 | $-1,343.34 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0017 | $-6,218.69 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0016 | $-8,270.89 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0015 | $-674.33 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0020 | $-1,322.41 |
24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Initial Payment | 0005 | $32,385.00 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0023 | $-1,952.85 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0024 | $-1,364.87 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0022 | $-603.11 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Initial Payment | 0005 | $6,900.00 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Closure | 0029 | $-427.71 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0020 | $-1,723.46 |
24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0021 | $-828.00 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0015 | $-5,385.21 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0010 | $-5,950.10 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0006 | $-5,662.99 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0005 | $-1,143.80 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Closure | 0029 | $-5,399.21 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Initial Payment | 0002 | $23,996.50 |
24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0004 | $-455.19 | Subtotals For Stockpile Payments | $0.01 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0027 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0028 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0029 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0030 | --17 | $1,000.00 | $-17,000.00 |
System Application of Liquidated Damages | 0031 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0032 | -47.0 | $1,000.00 | $47,000.00 | Subtotals For Liquidated Damages | $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 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 4,442.39 | $4.70 | $20,901.67 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 276.18 | $4.70 | $1,299.44 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 11.90 | $3.76 | $44.75 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 5,906.50 | $3.76 | $22,208.74 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,162.29 | $3.76 | $4,370.27 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 1,459.32 | $3.76 | $5,487.12 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 4,322.63 | $3.76 | $16,253.31 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 5,813.24 | $3.76 | $21,858.07 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 2,719.70 | $3.86 | $10,511.78 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 2,418.88 | $3.86 | $9,349.09 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,821.95 | $3.86 | $10,906.98 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 6,273.49 | $3.86 | $24,247.35 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 279.96 | $4.91 | $1,376.02 |
24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 29.99 | $5.75 | $172.59 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 12.00 | $5.37 | $64.53 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,730.17 | $5.37 | $9,303.47 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 2,722.13 | $4.29 | $11,697.54 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 261.28 | $4.41 | $1,154.13 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 8,439.38 | $5.61 | $47,405.69 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 5,606.92 | $5.61 | $31,495.19 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 63.07 | $6.57 | $414.82 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 16.00 | $6.57 | $105.24 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * SUBSTANDARD ITEM | 0032 | 0.00 | $0.00 | $-4,029.86 |
24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 73.37 | $5.01 | $368.11 | Subtotals For Line Item Adjustments | $246,966.04 | * = 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: | 100611 | Estimate Number: | 0032 | Primary JP: | 24142(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-144C(121) | Project: 24142(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $53,000.00 | $0.00 | $53,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 144,000.000 | 144,000.000 | 2,952.000 | 145,968.140 | $3.50 | $10,332.00 | $510,888.49 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 63,800.000 | 63,800.000 | 56,528.150 | $4.50 | $0.00 | $254,376.67 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $46,000.00 | $0.00 | $46,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 12,275.000 | 12,275.000 | 10,410.000 | $1.43 | $0.00 | $14,886.30 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 16.000 | 16.000 | 0.000 | $79.50 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,316.000 | 1,316.000 | 0.000 | $6.89 | $0.00 | $0.00 | |
0008 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 350.000 | 350.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0009 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 180.000 | 180.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0010 | DITCH LINER PROTECTION | 229 4318 | LF | 6,080.000 | 6,080.000 | 0.000 | $1.65 | $0.00 | $0.00 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 113,400.000 | 113,400.000 | 11,560.000 | 144,235.000 | $1.37 | $15,837.20 | $197,601.95 |
0012 | WATERING | 230(F) 2812 | KGAL | 4,536.000 | 4,536.000 | 356.700 | $6.35 | $0.00 | $2,265.06 | |
0013 | SEEDING METHOD B | 232(B) 2814 | AC | 11.000 | 11.000 | 0.000 | $320.00 | $0.00 | $0.00 | |
0014 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 32.500 | 32.500 | 13.980 | $210.00 | $0.00 | $2,935.80 | |
0015 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 10.500 | 10.500 | 3.800 | $740.00 | $0.00 | $2,812.00 | |
0016 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 2.450 | 2.450 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
0017 | MOWING | 241 2832 | AC | 32.500 | 32.500 | 10.000 | 28.000 | $58.50 | $585.00 | $1,638.00 |
0018 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 16,810.000 | 17,892.000 | 17,891.270 | $21.50 | $0.00 | $384,662.32 | |
0019 | FLY ASH | 307(A) 4200 | TON | 6,039.000 | 6,039.000 | 4,865.810 | $60.00 | $0.00 | $291,948.60 | |
0020 | LIME | 307(D) 4230 | TON | 325.000 | 325.000 | 98.970 | $165.00 | $0.00 | $16,330.05 | |
0021 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 111,821.000 | 111,821.000 | 117,891.900 | $1.50 | $0.00 | $176,837.87 | |
0022 | LIME PRETREATMENT | 307(G) 4260 | SY | 22,350.000 | 22,350.000 | 9,011.510 | $2.00 | $0.00 | $18,023.02 | |
0023 | SEPARATOR FABRIC | 325 5271 | SY | 89,397.000 | 89,397.000 | 0.000 | 104,536.700 | $0.70 | $0.00 | $73,175.69 |
0024 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 11,647.000 | 11,647.000 | 49.880 | 11,781.430 | $19.00 | $947.72 | $223,847.17 |
0025 | TACK COAT | 407(B) 0250 | GAL | 8,450.000 | 8,450.000 | 4,350.000 | $2.00 | $0.00 | $8,700.00 | |
0026 | PRIME COAT | 408 5774 | GAL | 28,750.000 | 28,750.000 | 5,692.150 | $2.00 | $0.00 | $11,384.30 | |
0027 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 16,660.000 | 14,600.000 | 14,070.210 | $0.70 | $0.00 | $9,849.15 | |
0028 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 4,165.000 | 3,753.000 | 4,550.000 | $2.00 | $0.00 | $9,100.00 | |
0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 36,914.000 | 38,600.000 | 0.000 | 37,938.420 | $47.00 | $0.00 | $1,783,105.74 |
0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 16,708.000 | 18,450.000 | 73.370 | 18,924.320 | $52.00 | $3,815.24 | $984,064.64 |
0031 | COLD MILLING PAVEMENT | 412 5267 | SY | 57,609.000 | 57,609.000 | 44,470.990 | $0.50 | $0.00 | $22,235.52 | |
0032 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 291.000 | 291.000 | 330.875 | $10.60 | $0.00 | $3,507.28 | |
0033 | CLASS AA CONCRETE | 509(A) 0319 | CY | 622.000 | 622.000 | 582.430 | $295.50 | $0.00 | $172,108.08 | |
0034 | CLASS A CONCRETE | 509(B) 0321 | CY | 375.000 | 375.000 | 382.420 | $290.86 | $0.00 | $111,230.67 | |
0035 | CLASS C CONCRETE | 509(D) 0325 | CY | 812.000 | 812.000 | 25.736 | 949.696 | $202.50 | $5,211.54 | $192,313.46 |
0036 | REINFORCING STEEL | 511(A) 0332 | LB | 109,800.000 | 109,800.000 | 117,585.650 | $0.63 | $0.00 | $74,078.97 | |
0037 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 65.000 | 65.000 | 160.920 | 310.920 | $45.00 | $7,241.40 | $13,991.40 |
0038 | 2'-8" COMB. CURB & GUTTER (6" MNTBLE) | 609(B) 1524 | LF | 4,504.000 | 4,504.000 | 50.000 | 5,128.500 | $10.00 | $500.00 | $51,285.00 |
0039 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 631.000 | 631.000 | 426.350 | $30.00 | $0.00 | $12,790.50 | |
0040 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 6.000 | 6.000 | 1.000 | 7.000 | $2,810.00 | $2,810.00 | $19,670.00 |
0041 | INLET CDI RCB DES. 2 | 611(G) 5388 | EA | 3.000 | 3.000 | 3.000 | $2,385.00 | $0.00 | $7,155.00 | |
0042 | INLET CDI 45SK RCP DES.4 | 611(G) 5800 | EA | 1.000 | 1.000 | 1.000 | $2,279.00 | $0.00 | $2,279.00 | |
0043 | INLET W/SMALL JCT. BOX, CI, DES.2(D) | 611(G) 5974 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $4,450.00 | $0.00 | $4,450.00 |
0044 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 5.000 | 5.000 | 0.000 | 5.000 | $2,332.00 | $0.00 | $11,660.00 |
0045 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 1.000 | 1.000 | 0.000 | $212.00 | $0.00 | $0.00 | |
0046 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,184.000 | 1,184.000 | 24.000 | 1,029.000 | $36.50 | $876.00 | $37,558.50 |
0047 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,059.000 | 1,059.000 | 1,350.170 | $46.10 | $0.00 | $62,242.84 | |
0048 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 430.000 | 430.000 | 616.000 | $71.55 | $0.00 | $44,074.80 | |
0049 | 14" X 23" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4503 | LF | 51.000 | 51.000 | 0.000 | $68.90 | $0.00 | $0.00 | |
0050 | 24" X 38" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4505 | LF | 57.000 | 57.000 | 262.000 | $78.15 | $0.00 | $20,475.30 | |
0051 | 18" PRECOATED CORR. STEEL PIPE | 613(C) 5100 | LF | 294.000 | 294.000 | 697.000 | $35.00 | $0.00 | $24,395.00 | |
0052 | 24" PRECOATED CORR. STEEL PIPE | 613(C) 5102 | LF | 24.000 | 24.000 | 218.000 | $38.15 | $0.00 | $8,316.70 | |
0053 | 48" PRECOATED CORR. STEEL PIPE | 613(C) 5110 | LF | 23.000 | 23.000 | 0.000 | 725.710 | $47.70 | $0.00 | $34,616.37 |
0054 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 3,277.000 | 3,277.000 | 2,292.000 | $5.00 | $0.00 | $11,460.00 | |
0055 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 5.000 | 5.000 | 5.000 | $1,115.00 | $0.00 | $5,575.00 | |
0056 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 4.000 | 4.000 | 2.000 | $1,399.00 | $0.00 | $2,798.00 | |
0057 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 26.000 | 26.000 | 0.000 | 29.000 | $1,470.00 | $0.00 | $42,630.00 |
0058 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 6.000 | 6.000 | 0.000 | 6.000 | $1,470.00 | $0.00 | $8,820.00 |
0059 | SPECIAL END SECTION OF 24" X 38" RCP ELLIPTICAL | 613(O) 5100 | EA | 2.000 | 2.000 | 0.000 | $1,007.00 | $0.00 | $0.00 | |
0060 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 22.000 | 22.000 | 0.000 | $370.00 | $0.00 | $0.00 | |
0061 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 1,663.000 | 1,663.000 | 6.600 | 1,147.386 | $10.45 | $68.97 | $11,990.18 |
0062 | TRENCH EXCAVATION | 613(V) 1180 | CY | 2,356.000 | 2,356.000 | 9.160 | 1,770.790 | $3.20 | $29.31 | $5,666.53 |
0063 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | $40,000.00 | $0.00 | $20,000.00 | |
0064 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 33.000 | 33.000 | 19.000 | $265.00 | $0.00 | $5,035.00 | |
0065 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 38,276.000 | 38,276.000 | 18,378.420 | $0.75 | $0.00 | $13,783.81 | |
0066 | SAWING PAVEMENT | 619(C) 0924 | LF | 37,700.000 | 37,700.000 | 16.000 | 35,716.000 | $1.50 | $24.00 | $53,574.00 |
0067 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 43.000 | 43.000 | 0.000 | $14.85 | $0.00 | $0.00 | |
0068 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,120.00 | $0.00 | $8,480.00 | |
0069 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,569.00 | $0.00 | $6,276.00 | |
0070 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,490.000 | 2,490.000 | 0.000 | 892.000 | $4.20 | $0.00 | $3,746.40 |
0071 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 10,280.000 | 10,280.000 | 1,314.000 | 9,281.000 | $3.15 | $4,139.10 | $29,235.15 |
0072 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 15.000 | 15.000 | 15.000 | $68.90 | $0.00 | $1,033.50 | |
0073 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 2.000 | $90.10 | $0.00 | $180.20 | |
0074 | MAILBOX | 629(C) 4960 | EA | 19.000 | 19.000 | 19.000 | $26.50 | $0.00 | $503.50 | |
0075 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 17.000 | 17.000 | 18.000 | $10.50 | $0.00 | $189.00 | |
8002 | 36" PRECOATED CORR. STEEL PIPE | 613(C) 5105 | LF | 0.000 | 408.000 | 336.000 | $57.20 | $0.00 | $19,219.20 | |
8005 | SELF ADH. STRESS RELIEF FAB. INTERLAYER | 409(A) 4245 | SY | 0.000 | 1,030.000 | 1,300.000 | $9.45 | $0.00 | $12,285.00 | |
8006 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 200.000 | 240.000 | $17.60 | $0.00 | $4,224.00 | |
8007 | 18" PREFAB. CULVERT END SEC., ROUND | 613(L) 5726 | EA | 0.000 | 2.000 | 2.000 | $148.50 | $0.00 | $297.00 | |
8008 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $953.18 | $0.00 | $1,906.36 | |
8010 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 0.000 | 541.310 | 678.950 | $10.00 | $0.00 | $6,789.50 | |
8011 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $53,822.60 | $0.00 | $0.00 | |
8012 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $38,111.38 | $0.00 | $0.00 | |
8013 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $21,554.93 | $0.00 | $0.00 | |
8014 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $103,910.21 | $0.00 | $0.00 | |
8015 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $33,660.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $52,417.48 | $6,285,264.54 | ||||||||
Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0200/BRIDGE 'A' | ||||||||
0076 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 640.000 | 640.000 | 640.000 | $8.50 | $0.00 | $5,440.00 | |
0077 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 211.000 | 211.000 | 211.000 | $10.60 | $0.00 | $2,236.60 | |
0078 | CLASS AA CONCRETE | 509(A) 1326 | CY | 396.000 | 396.000 | 0.000 | 396.000 | $291.50 | $0.00 | $115,434.00 |
0079 | REINFORCING STEEL | 511(A) 1332 | LB | 78,640.000 | 78,640.000 | 78,640.000 | $0.60 | $0.00 | $47,184.00 | |
0080 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $2,650.00 | $0.00 | $5,300.00 | |
8009 | (PL)REMOVE DRIFT AND SILT | 201 6215 | LSUM | 0.000 | 1.000 | 1.000 | $2,326.50 | $0.00 | $2,326.50 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $177,921.10 | ||||||||
Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0300/TRAFFIC | ||||||||
0081 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 0.000 | $530.00 | $0.00 | $0.00 | |
0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 40,500.000 | 40,500.000 | 22,370.000 | $0.15 | $0.00 | $3,355.50 | |
0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,500.000 | 2,500.000 | 819.000 | $0.69 | $0.00 | $565.11 | |
0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 12,000.000 | 12,000.000 | 1,285.000 | $0.07 | $0.00 | $89.95 | |
0085 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 51,500.000 | 51,500.000 | 8,502.000 | $0.03 | $0.00 | $255.06 | |
0086 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 24,300.000 | 24,300.000 | 11,742.000 | $0.16 | $0.00 | $1,878.72 | |
0087 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 37,250.000 | 37,250.000 | 17,123.000 | $0.21 | $0.00 | $3,595.83 | |
0088 | CONSTRUCTION BARRICADES(TYPE II) | 880(C) 8836 | SD | 14,000.000 | 14,000.000 | 232.000 | $0.03 | $0.00 | $6.96 | |
0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 20,000.000 | 20,000.000 | 4,664.000 | $0.03 | $0.00 | $139.92 | |
0090 | WING BARRICADES | 880(C) 8848 | SD | 2,920.000 | 2,920.000 | 1,616.000 | $0.03 | $0.00 | $48.48 | |
0091 | VERTICAL PANELS | 880(D) 8854 | SD | 75,000.000 | 75,000.000 | 54,546.000 | $0.03 | $0.00 | $1,636.38 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 78,820.000 | 78,820.000 | 19,346.000 | $0.03 | $0.00 | $580.38 | |
0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 102,000.000 | 102,000.000 | 71,080.000 | $0.03 | $0.00 | $2,132.40 | |
0094 | DRUMS | 880(F) 8878 | SD | 27,000.000 | 27,000.000 | 40,403.000 | $0.03 | $0.00 | $1,212.09 | |
0095 | CHANNELIZER CONES | 880(G) 8890 | SD | 37,500.000 | 37,500.000 | 10,944.000 | $0.03 | $0.00 | $328.32 | |
8001 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 0.000 | 90.000 | 143.000 | $363.00 | $0.00 | $51,909.00 | |
8003 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 0.000 | 400.000 | 253.600 | $22.00 | $0.00 | $5,579.20 | |
8004 | RELOCATION OF PORT. LONGITUDINAL BARRIER | 877(C) 8486 | LF | 0.000 | 800.000 | 1,240.000 | $2.20 | $0.00 | $2,728.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $76,041.30 | ||||||||
Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0301/SIGN AND STRIPE | ||||||||
0096 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.540 | 1.540 | 0.000 | 1.540 | $318.00 | $0.00 | $489.72 |
0097 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 117.000 | 117.000 | 117.000 | $23.30 | $0.00 | $2,726.10 | |
0098 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 299.000 | 299.000 | 270.000 | $6.90 | $0.00 | $1,863.00 | |
0099 | DELINEATORS(TYPE 2, CODE 1, FLEXIBLE) | 853 9051 | EA | 48.000 | 48.000 | 0.000 | $40.25 | $0.00 | $0.00 | |
0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 117,500.000 | 117,500.000 | 115,558.250 | $0.27 | $0.00 | $31,200.73 | |
0101 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 10.000 | 10.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGN AND STRIPE | $0.00 | $36,279.55 | ||||||||
Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0600/STAKING | ||||||||
0102 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $56,000.00 | $0.00 | $50,400.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $50,400.00 | ||||||||
Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0640/CONSTRUCTION | ||||||||
0103 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $1,500.00 | $0.00 | $1,125.00 | |
0104 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0105 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $298,000.00 | $0.00 | $298,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $300,625.00 | ||||||||
Subtotals For Project STPY-144C(121) /24142(04) | $52,417.48 | $6,926,531.49 |