Contract ID: | 110462 | Estimate Number: | 0037 | Contract No: | 710421 | |||
Residency: | WEWOKA (03300) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | STPY-063C(372) | ||||||||||||
Primary Job Piece No: | 05859(10) | ||||||||||||
Contract Description: | WIDEN AND RESURFACE SH-18: FROM 3.8 MILES SOUTH OF SH-62 IN MEEKER, EXTEND NORTH. PROJECT LENGTH = 3.843 MILES. | ||||||||||||
Primary County: | POTTAWATOMIE | ||||||||||||
Name of Road: | SH-18 | ||||||||||||
Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | ||||||||||||
P. O. BOX 75608 | |||||||||||||
OKLAHOMA CITY , OK 73147-0608 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 09/01/2013 TO 09/30/2013 |
Date Awarded: | 10/03/2011 | Date Work Began: | 12/27/2011 | Original Contract Time: | 325 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 423.00 | |
Date NTP Issued: | 10/20/2011 | Completion Date: | Current Time Allowed: | 401.00 | |
General Liability Expires: | 07/01/2014 | Workman's Comp Expires: | 07/01/2014 | Percent Time Used: | 105.49 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $7,165,603.21 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,764,377.57 | Participating: | $6,653,391.06 | $6,619,677.62 | $33,713.44 | ||
Percent Complete: | 92.40 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $544,388.45 | Total Earnings: | $6,653,391.06 | $6,619,677.62 | $33,713.44 | ||
Unearned Balance: | $143,162.81 | Stockpiled Materials: | $3,708.76 | $3,708.76 | $0.00 | ||
Gross Earnings: | $6,657,099.82 | $6,623,386.38 | $33,713.44 | ||||
Other Adjustments: | $-13,885.06 | $-13,885.06 | $0.00 | ||||
Liq Dam/Disincentive: | $-22,000.00 | $-21,000.00 | $-1,000.00 | ||||
TOTAL: | $6,621,214.76 | $6,588,501.32 | $32,713.44 |
Contract ID: | 110462 | Estimate Number: | 0037 | Primary JP: | 05859(10) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adding removal of concrete drives | Approved | 12/13/2011 | 0.0 | $25,740.00 |
002 | To construct a shoefly | Approved | 06/04/2012 | 0.0 | $259,673.40 |
003 | Add one new pay item and 73 days | Approved | 12/04/2012 | 73.0 | $85,000.00 |
004 | Add one new Item | Approved | 12/04/2012 | 0.0 | $16,918.00 |
005 | Add item to remove and reset structures | Approved | 05/06/2013 | 3.0 | $13,894.24 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
05859(10) | 0036 | 4' Manhole | Stockpiled Material Adjustment | 0025 | $-467.99 |
05859(10) | 0036 | 4' Manhole | Stockpiled Material Initial Payment | 0010 | $2,339.97 |
05859(10) | 0036 | 4' Manhole | Stockpiled Material Adjustment | 0011 | $-467.99 |
05859(10) | 0036 | 4' Manhole | Stockpiled Material Adjustment | 0023 | $-467.99 |
05859(10) | 0036 | 4' Manhole | Stockpiled Material Adjustment | 0024 | $-935.99 |
05859(10) | 0037 | 5' Manhole | Stockpiled Material Adjustment | 0013 | $-2,500.00 |
05859(10) | 0037 | 5' Manhole | Stockpiled Material Initial Payment | 0010 | $2,500.00 |
05859(10) | 0038 | 6' Manhole | Stockpiled Material Initial Payment | 0010 | $6,633.00 |
05859(10) | 0038 | 6' Manhole | Stockpiled Material Adjustment | 0014 | $-3,316.50 |
05859(10) | 0038 | 6' Manhole | Stockpiled Material Adjustment | 0023 | $-3,316.50 |
05859(10) | 0043 | Inlet CI Des. 3 (B) | Stockpiled Material Adjustment | 0025 | $-4,099.88 |
05859(10) | 0043 | Inlet CI Des. 3 (B) | Stockpiled Material Initial Payment | 0018 | $4,099.88 |
05859(10) | 0044 | Inlet CI Des. 3 (2D) | Stockpiled Material Initial Payment | 0018 | $3,654.00 |
05859(10) | 0044 | Inlet CI Des. 3 (2D) | Stockpiled Material Adjustment | 0025 | $-3,654.00 |
05859(10) | 0046 | Inlet w/small Jct. Box, CI, Des. 2(B) | Stockpiled Material Initial Payment | 0018 | $6,000.00 |
05859(10) | 0046 | Inlet w/small Jct. Box, CI, Des. 2(B) | Stockpiled Material Adjustment | 0025 | $-6,000.00 |
05859(10) | 0047 | Inlet w/Small Jct. Box, CI, Des. 3 (B) | Stockpiled Material Adjustment | 0025 | $-6,000.00 |
05859(10) | 0047 | Inlet w/Small Jct. Box, CI, Des. 3 (B) | Stockpiled Material Initial Payment | 0018 | $6,000.00 |
05859(10) | 0048 | Inlet W/Small Jct. Box, CI, Des. 3 (D) | Stockpiled Material Adjustment | 0023 | $-3,000.00 |
05859(10) | 0048 | Inlet W/Small Jct. Box, CI, Des. 3 (D) | Stockpiled Material Adjustment | 0024 | $-3,000.00 |
05859(10) | 0048 | Inlet W/Small Jct. Box, CI, Des. 3 (D) | Stockpiled Material Initial Payment | 0018 | $6,000.00 |
05859(10) | 0049 | Inlet W/Small Jct. Box, CI, Des. 3(2B) | Stockpiled Material Initial Payment | 0018 | $3,000.00 |
05859(10) | 0049 | Inlet W/Small Jct. Box, CI, Des. 3(2B) | Stockpiled Material Adjustment | 0023 | $-3,000.00 |
05859(10) | 0050 | Inlet (SMD-Type 1) | Stockpiled Material Initial Payment | 0010 | $13,335.46 |
05859(10) | 0050 | Inlet (SMD-Type 1) | Stockpiled Material Adjustment | 0010 | $-2,667.09 |
05859(10) | 0050 | Inlet (SMD-Type 1) | Stockpiled Material Adjustment | 0024 | $-2,667.09 |
05859(10) | 0050 | Inlet (SMD-Type 1) | Stockpiled Material Adjustment | 0025 | $-5,334.18 |
05859(10) | 0050 | Inlet (SMD-Type 1) | Stockpiled Material Adjustment | 0014 | $-2,667.09 |
05859(10) | 0057 | 18" RCP | Stockpiled Material Adjustment | 0014 | $-111.66 |
05859(10) | 0057 | 18" RCP | Stockpiled Material Adjustment | 0013 | $-3,065.86 |
05859(10) | 0057 | 18" RCP | Stockpiled Material Initial Payment | 0012 | $3,374.53 |
05859(10) | 0057 | 18" RCP | Stockpiled Material Adjustment | 0010 | $-2,356.64 |
05859(10) | 0057 | 18" RCP | Stockpiled Material Adjustment | 0015 | $-197.01 |
05859(10) | 0057 | 18" RCP | Stockpiled Material Initial Payment | 0010 | $2,356.64 |
05859(10) | 0058 | 24" RCP | Stockpiled Material Initial Payment | 0010 | $8,997.12 |
05859(10) | 0058 | 24" RCP | Stockpiled Material Adjustment | 0011 | $-1,245.70 |
05859(10) | 0058 | 24" RCP | Stockpiled Material Adjustment | 0012 | $-3,166.96 |
05859(10) | 0058 | 24" RCP | Stockpiled Material Adjustment | 0010 | $-4,584.47 |
05859(10) | 0059 | 30" RCP | Stockpiled Material Initial Payment | 0010 | $9,504.00 |
05859(10) | 0059 | 30" RCP | Stockpiled Material Adjustment | 0019 | $-2,300.18 |
05859(10) | 0059 | 30" RCP | Stockpiled Material Adjustment | 0017 | $-1,209.60 |
05859(10) | 0059 | 30" RCP | Stockpiled Material Adjustment | 0016 | $-4,877.06 |
05859(10) | 0059 | 30" RCP | Stockpiled Material Adjustment | 0014 | $-1,036.80 |
05859(10) | 0059 | 30" RCP | Stockpiled Material Adjustment | 0023 | $-80.35 |
05859(10) | 0060 | 36" RCP | Stockpiled Material Initial Payment | 0010 | $4,915.20 |
05859(10) | 0060 | 36" RCP | Stockpiled Material Adjustment | 0014 | $-1,206.46 | Subtotals For Stockpile Payments | $3,708.76 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0029 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0030 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0031 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0037 | --1.0 | $1,000.00 | $-1,000.00 | Subtotals For Liquidated Damages | $-22,000.00 |
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 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 424.36 | $-0.02 | $-8.72 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 1,913.76 | $0.01 | $33.59 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 3,448.34 | $0.05 | $184.66 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 2,000.00 | $0.02 | $47.10 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 3,500.00 | $0.02 | $82.43 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 2,000.00 | $-0.01 | $-23.10 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 1,800.00 | $-0.06 | $-117.99 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 200.00 | $-0.06 | $-13.11 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0013 | 5,000.00 | $0.05 | $282.75 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0014 | 4,000.00 | $0.05 | $226.20 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0015 | 12,060.00 | $0.03 | $428.73 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0016 | 9,000.00 | $0.03 | $319.95 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0017 | 12,000.00 | $0.03 | $426.60 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0018 | 1,000.00 | $0.03 | $35.55 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 2,000.00 | $0.00 | $17.10 |
05859(10) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0025 | 6,000.00 | $0.05 | $321.30 |
05859(10) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 1,500.00 | $0.05 | $80.33 |
05859(10) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-262.00 |
05859(10) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-8,025.06 |
05859(10) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0025 | 0.00 | $0.00 | $-6,657.42 |
05859(10) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0025 | 0.00 | $0.00 | $8,025.06 |
05859(10) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-30.83 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 655.33 | $-0.13 | $-90.14 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,642.04 | $0.34 | $570.69 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0018 | 0.00 | $0.00 | $-517.47 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0021 | 0.00 | $0.00 | $-936.43 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0021 | 0.00 | $0.00 | $-1,395.60 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0022 | 0.00 | $0.00 | $-2,230.63 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0023 | 0.00 | $0.00 | $517.47 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0025 | 0.00 | $0.00 | $-306.54 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0027 | 0.00 | $0.00 | $-2,093.40 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0028 | 0.00 | $0.00 | $-697.80 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 980.12 | $-0.03 | $-31.90 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 109.61 | $-0.03 | $-3.57 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $2,093.40 |
05859(10) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-2,571.33 |
05859(10) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 312.76 | $-0.03 | $-11.64 |
05859(10) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0030 | 7,182.08 | $-0.03 | $-267.17 |
05859(10) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | 52.26 | $-0.03 | $-1.94 |
05859(10) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-729.18 |
05859(10) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 335.39 | $-0.15 | $-52.72 |
05859(10) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 472.02 | $0.39 | $187.49 |
05859(10) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 2,862.69 | $-0.03 | $-106.49 |
05859(10) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 2,057.42 | $-0.03 | $-76.54 |
05859(10) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * QAQC | 0030 | 0.00 | $0.00 | $-343.00 |
05859(10) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-163.74 | Subtotals For Line Item Adjustments | $-13,885.06 | * = 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: | 110462 | Estimate Number: | 0037 | Primary JP: | 05859(10) | |||
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-063C(372) | Project: 05859(10) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 95,688.000 | 95,688.000 | 72,300.000 | $5.50 | $0.00 | $397,650.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,500.000 | 9,500.000 | 2,568.660 | $5.75 | $0.00 | $14,769.80 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $42,000.00 | $0.00 | $42,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,180.000 | 1,180.000 | 3,797.000 | $10.00 | $0.00 | $37,970.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 2,142.000 | 2,142.000 | 1,218.000 | $15.00 | $0.00 | $18,270.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 141,723.000 | 141,723.000 | 30,635.940 | 243,554.500 | $1.05 | $32,167.74 | $255,732.23 |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 29.280 | 29.280 | 0.000 | $400.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 29.280 | 29.280 | 14.830 | $315.00 | $0.00 | $4,671.45 | |
0010 | MOWING | 241 2832 | AC | 58.560 | 58.560 | 21.430 | 21.430 | $55.00 | $1,178.65 | $1,178.65 |
0011 | FLY ASH | 307(A) 4200 | TON | 2,009.000 | 2,009.000 | 0.000 | 2,806.620 | $55.00 | $0.00 | $154,364.10 |
0012 | LIME | 307(D) 4230 | TON | 151.000 | 151.000 | 93.400 | $100.00 | $0.00 | $9,340.00 | |
0013 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 69,756.000 | 69,756.000 | 61,030.180 | $1.50 | $0.00 | $91,545.29 | |
0014 | LIME PRETREATMENT | 307(G) 4260 | SY | 19,729.000 | 19,729.000 | 9,336.170 | $1.00 | $0.00 | $9,336.17 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,569.000 | 1,569.000 | 2,579.590 | $30.00 | $0.00 | $77,387.70 | |
0016 | FOG SEAL | 407(A) 4659 | GAL | 435.000 | 435.000 | 0.000 | $2.30 | $0.00 | $0.00 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 21,471.000 | 21,471.000 | 11,973.000 | $2.25 | $0.00 | $26,939.27 | |
0018 | PRIME COAT | 408 5774 | GAL | 17,958.000 | 17,958.000 | 5,194.940 | $6.75 | $0.00 | $35,065.85 | |
0019 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 14,492.000 | 21,738.000 | 21,736.760 | $1.15 | $0.00 | $24,997.27 | |
0020 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 2,899.000 | 2,899.000 | 3,880.360 | $4.00 | $0.00 | $15,521.44 | |
0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 10,876.000 | 10,876.000 | 10,957.650 | $65.50 | $0.00 | $717,726.08 | |
0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 30,309.000 | 31,295.000 | 29,929.130 | $58.15 | $0.00 | $1,740,378.92 | |
0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 7,251.000 | 7,744.000 | 7,547.100 | $77.50 | $0.00 | $584,900.25 | |
0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 5,653.000 | 5,653.000 | 5,727.520 | $85.75 | $0.00 | $491,134.85 | |
0025 | COLD MILLING PAVEMENT | 412 5267 | SY | 43,474.000 | 43,474.000 | 44,174.130 | $1.00 | $0.00 | $44,174.13 | |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 251.000 | 251.000 | 251.000 | $6.30 | $0.00 | $1,581.30 | |
0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 772.000 | 772.000 | 777.920 | $4.60 | $0.00 | $3,578.43 | |
0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 6.000 | 6.000 | 5.320 | $790.00 | $0.00 | $4,202.80 | |
0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 1,332.000 | 1,332.000 | 1,293.320 | $210.00 | $0.00 | $271,597.20 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 122,057.000 | 122,057.000 | 120,911.697 | $0.85 | $0.00 | $102,774.95 | |
0031 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 64.000 | 0.000 | 0.000 | $52.50 | $0.00 | $0.00 | |
0032 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 14.000 | 14.000 | 0.000 | $47.50 | $0.00 | $0.00 | |
0033 | 2'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1523 | LF | 700.000 | 700.000 | 809.000 | $14.70 | $0.00 | $11,892.30 | |
0034 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 7,976.000 | 7,976.000 | 8,246.000 | $16.80 | $0.00 | $138,532.80 | |
0035 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,075.000 | 1,075.000 | 1,144.620 | $47.50 | $0.00 | $54,369.47 | |
0036 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 5.000 | 5.000 | $2,100.00 | $0.00 | $10,500.00 | |
0037 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $2,825.00 | $0.00 | $8,475.00 | |
0038 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 2.000 | 2.000 | 2.000 | $3,685.00 | $0.00 | $7,370.00 | |
0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 11.000 | 11.000 | 11.130 | $63.00 | $0.00 | $701.19 | |
0040 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 4.000 | 4.000 | 3.850 | $120.00 | $0.00 | $462.00 | |
0041 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 4.000 | 4.000 | 4.250 | $165.00 | $0.00 | $701.25 | |
0042 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 2.000 | 2.000 | 2.000 | $5,200.00 | $0.00 | $10,400.00 | |
0043 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 4.000 | 4.000 | 4.000 | $5,675.00 | $0.00 | $22,700.00 | |
0044 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 1.000 | 1.000 | 1.000 | $6,925.00 | $0.00 | $6,925.00 | |
0045 | INLET CDI RCB DES. 1 | 611(G) 5387 | EA | 1.000 | 1.000 | 1.000 | $4,140.00 | $0.00 | $4,140.00 | |
0046 | INLET W/SMALL JCT. BOX, CI, DES.2(B) | 611(G) 5972 | EA | 5.000 | 5.000 | 5.000 | $7,375.00 | $0.00 | $36,875.00 | |
0047 | INLET W/SMALL JCT. BOX, CI, DES.3(B) | 611(G) 5984 | EA | 3.000 | 3.000 | 3.000 | $7,465.00 | $0.00 | $22,395.00 | |
0048 | INLET W/SMALL JCT. BOX, CI, DES.3(D) | 611(G) 5986 | EA | 2.000 | 2.000 | 2.000 | $7,820.00 | $0.00 | $15,640.00 | |
0049 | INLET W/SMALL JCT. BOX, CI, DES.3(2B) | 611(G) 5988 | EA | 3.000 | 3.000 | 3.000 | $7,750.00 | $0.00 | $23,250.00 | |
0050 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 15.000 | 15.000 | 16.000 | $1,720.00 | $0.00 | $27,520.00 | |
0051 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 3.000 | 3.000 | 2.190 | $165.00 | $0.00 | $361.35 | |
0052 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 3.000 | 3.000 | 2.220 | $280.00 | $0.00 | $621.60 | |
0053 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(B) | 611(H) 5972 | VF | 7.000 | 7.000 | 8.110 | $355.00 | $0.00 | $2,879.05 | |
0054 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 3(B) | 611(H) 5984 | VF | 4.000 | 4.000 | 1.880 | $405.00 | $0.00 | $761.40 | |
0055 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 3(D) | 611(H) 5986 | VF | 6.000 | 6.000 | 5.300 | $455.00 | $0.00 | $2,411.50 | |
0056 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 3(2B) | 611(H) 5988 | VF | 7.000 | 7.000 | 4.110 | $515.00 | $0.00 | $2,116.65 | |
0057 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,935.000 | 1,935.000 | 2,125.320 | $50.30 | $0.00 | $106,903.60 | |
0058 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,086.000 | 1,086.000 | 1,179.820 | $55.25 | $0.00 | $65,185.07 | |
0059 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 537.000 | 537.000 | 537.680 | $67.30 | $0.00 | $36,185.87 | |
0060 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 154.000 | 154.000 | 37.800 | $75.20 | $0.00 | $2,842.56 | |
0061 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 2,092.000 | 2,092.000 | 2,015.160 | $28.50 | $0.00 | $57,432.06 | |
0062 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 685.000 | 685.000 | 777.880 | $41.25 | $0.00 | $32,087.55 | |
0063 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 44.000 | 44.000 | 44.000 | $56.00 | $0.00 | $2,464.00 | |
0064 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 124.000 | 124.000 | 134.000 | $57.00 | $0.00 | $7,638.00 | |
0065 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 1,442.000 | 1,442.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
0066 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 481.000 | 481.000 | 0.000 | $9.50 | $0.00 | $0.00 | |
0067 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 72.000 | 72.000 | 64.000 | $675.00 | $0.00 | $43,200.00 | |
0068 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 28.000 | 28.000 | 30.000 | $785.00 | $0.00 | $23,550.00 | |
0069 | TYPE B6 SLOPED CONCRETE END SECTION | 613(N) 7521 | EA | 2.000 | 2.000 | 2.000 | $2,400.00 | $0.00 | $4,800.00 | |
0070 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 4.000 | 4.000 | 0.000 | $525.00 | $0.00 | $0.00 | |
0071 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 996.000 | 996.000 | 1,119.454 | $23.00 | $0.00 | $25,747.44 | |
0072 | TRENCH EXCAVATION | 613(V) 1180 | CY | 3,352.000 | 3,352.000 | 3,289.415 | $4.20 | $0.00 | $13,815.55 | |
0073 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
0074 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,318.000 | 5,318.000 | 11,018.990 | $3.50 | $0.00 | $38,566.49 | |
0075 | SAWING PAVEMENT | 619(C) 0924 | LF | 36,696.000 | 36,696.000 | 1,341.000 | $1.00 | $0.00 | $1,341.00 | |
0076 | FENCE-STYLE WWF | 624(A) 4281 | LF | 3,814.000 | 3,814.000 | 2,823.390 | $3.80 | $0.00 | $10,728.88 | |
0077 | FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 2,166.000 | 2,166.000 | 398.900 | $3.30 | $0.00 | $1,316.37 | |
0078 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 9,442.000 | 9,442.000 | 7,010.850 | $3.45 | $0.00 | $24,187.44 | |
0079 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 17.000 | 17.000 | 17.000 | $75.00 | $0.00 | $1,275.00 | |
0080 | MAILBOX | 629(C) 4960 | EA | 17.000 | 17.000 | 17.000 | $27.50 | $0.00 | $467.50 | |
0081 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 17.000 | 17.000 | 17.000 | $10.50 | $0.00 | $178.50 | |
8001 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 0.000 | 2,600.000 | 1,061.690 | $9.90 | $0.00 | $10,510.73 | |
8002 | 60" CORR. GALV. STEEL PIPE | 613(B) 0696 | LF | 0.000 | 120.000 | 120.000 | $115.00 | $0.00 | $13,800.00 | |
8003 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 0.000 | 2,700.000 | 2,712.600 | $37.00 | $0.00 | $100,366.20 | |
8004 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 0.000 | 164.000 | 374.590 | $47.50 | $0.00 | $17,793.03 | |
8005 | REMOVAL OF CONC.PAV.W/ASPH.OVERLAY | 619(B) 4763 | SY | 0.000 | 10,000.000 | 8,862.220 | $8.50 | $0.00 | $75,328.87 | |
8006 | 29" X 45" R.C.PIPE ELL. CLASS HE-III | 613(A) 4506 | LF | 0.000 | 110.000 | 110.000 | $153.80 | $0.00 | $16,918.00 | |
8007 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,561.34 | $0.00 | $5,561.34 | |
Subtotals For Category 0100/ROADWAY | $33,346.39 | $6,356,229.74 | ||||||||
Fed/State Project Number: STPY-063C(372) | Project: 05859(10) | Category: 0300/TRAFFIC CONTROL | ||||||||
0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 174,000.000 | 174,000.000 | 30,732.000 | $0.08 | $0.00 | $2,458.56 | |
0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 35,000.000 | 35,000.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 5,927.000 | $0.31 | $0.00 | $1,837.37 | |
0085 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 730.000 | 730.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 41,975.000 | 41,975.000 | 300.000 | 7,444.000 | $0.09 | $27.00 | $669.96 |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 51,100.000 | 51,100.000 | 420.000 | 13,940.000 | $0.31 | $130.20 | $4,321.40 |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 43,800.000 | 43,800.000 | 450.000 | 16,975.000 | $0.36 | $162.00 | $6,111.00 |
0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 32,850.000 | 32,850.000 | 4,539.000 | $0.52 | $0.00 | $2,360.28 | |
0090 | WING BARRICADES | 880(C) 8848 | SD | 2,920.000 | 2,920.000 | 4,128.000 | $1.05 | $0.00 | $4,334.40 | |
0091 | VERTICAL PANELS | 880(D) 8854 | SD | 164,250.000 | 164,250.000 | 2,048.000 | $0.12 | $0.00 | $245.76 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 98,550.000 | 98,550.000 | 435.000 | 21,412.000 | $0.11 | $47.85 | $2,355.32 |
0093 | DRUMS | 880(F) 8878 | SD | 18,250.000 | 18,250.000 | 4,352.000 | $0.20 | $0.00 | $870.40 | |
0094 | CHANNELIZER CONES | 880(G) 8890 | SD | 102,200.000 | 102,200.000 | 54,635.000 | $0.18 | $0.00 | $9,834.30 | |
0095 | FLAGGER | 880(I) 8902 | SD | 360.000 | 360.000 | 12.000 | $200.00 | $0.00 | $2,400.00 | |
0096 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 730.000 | 730.000 | 0.000 | $12.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $367.05 | $37,798.75 | ||||||||
Fed/State Project Number: STPY-063C(372) | Project: 05859(10) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
0097 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 40.000 | 40.000 | 36.000 | $10.00 | $0.00 | $360.00 | |
0098 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 6.000 | 6.000 | 6.000 | $12.50 | $0.00 | $75.00 | |
0099 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 314.530 | 314.530 | 298.280 | $14.75 | $0.00 | $4,399.64 | |
0100 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 802.000 | 802.000 | 576.000 | $11.25 | $0.00 | $6,480.00 | |
0101 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 57,000.000 | 57,000.000 | 62,903.000 | $0.31 | $0.00 | $19,499.93 | |
0102 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 180.000 | 180.000 | 152.000 | $5.25 | $0.00 | $798.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $0.00 | $31,612.57 | ||||||||
Fed/State Project Number: STPY-063C(372) | Project: 05859(10) | Category: 0600/STAKING | ||||||||
0103 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $80,000.00 | $0.00 | $60,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $60,000.00 | ||||||||
Fed/State Project Number: STPY-063C(372) | Project: 05859(10) | Category: 0640/CONSTRUCTION | ||||||||
0104 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,000.00 | $0.00 | $1,500.00 | |
0105 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0106 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $130,000.00 | $0.00 | $130,000.00 | |
0107 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.500 | $52,500.00 | $0.00 | $26,250.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $167,750.00 | ||||||||
Subtotals For Project STPY-063C(372) /05859(10) | $33,713.44 | $6,653,391.06 |