Contract ID: | 110525 | Estimate Number: | 0019 | Contract No: | 710658 | |||
Residency: | ENGINEERING SERVICES & TESTING (08001) | Estimate Type: | Progressive | Account No: | 400850 | |||
Project Number(s): | STP-172A(346)IG, STPG-172A(396)IG | ||||||||||||
Primary Job Piece No: | 24037(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (86TH STREET): FROM MEMORIAL DRIVE, EXTEND EAST TO MAIN STREET IN THE CITY OF OWASSO. PROJECT LENGTH = 1.634 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
P.O. BOX 9159 | |||||||||||||
TULSA , OK 74157 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 11/17/2011 | NTP Effective Date: | 04/02/2012 | Pay Period: | 01/01/2013 TO 01/15/2013 |
Date Awarded: | 12/05/2011 | Date Work Began: | 04/02/2012 | Original Contract Time: | 275 |
Date Contract Executed: | 12/12/2011 | Date Time Stopped: | Current Time Charged: | 289.00 | |
Date NTP Issued: | 12/15/2011 | Completion Date: | Current Time Allowed: | 291.00 | |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 99.31 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,999,463.98 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,953,717.61 | Participating: | $6,382,966.63 | $5,981,093.95 | $401,872.68 | ||
Percent Complete: | 95.81 % | Non Participating: | $314,905.00 | $314,905.00 | $0.00 | ||
Funds Available: | $293,624.98 | Total Earnings: | $6,697,871.63 | $6,295,998.95 | $401,872.68 | ||
Unearned Balance: | $247,878.61 | Stockpiled Materials: | $9,576.34 | $3,927.20 | $5,649.14 | ||
Gross Earnings: | $6,707,447.97 | $6,299,926.15 | $407,521.82 | ||||
Other Adjustments: | $-1,608.97 | $-1,540.40 | $-68.57 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $6,705,839.00 | $6,298,385.75 | $407,453.25 |
Contract ID: | 110525 | Estimate Number: | 0019 | Primary JP: | 24037(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Supplemental Items Needed: Fence, Cattle Guard | Approved | 12/10/2012 | 16.0 | $45,746.37 |
002 | Traffic Drums | Pending | 0 | 0.0 | $5,382.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Initial Payment | 0003 | $35,912.29 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0006 | $-526.85 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0009 | $-9,258.78 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0010 | $-1,313.52 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0011 | $-1,239.07 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0018 | $-2,245.07 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0013 | $-3,506.54 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0014 | $-4,484.37 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0015 | $-7,588.71 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0016 | $-3,529.00 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0017 | $-1,850.04 |
24037(04) | 0015 | Separator Fabric | Stockpiled Material Adjustment | 0012 | $-370.33 |
24037(04) | 0021 | Dowel Jointed PCCP (Baskets) | Stockpiled Material Adjustment | 0017 | $-632.23 |
24037(04) | 0021 | Dowel Jointed PCCP (Baskets) | Stockpiled Material Adjustment | 0016 | $-36,770.72 |
24037(04) | 0021 | Dowel Jointed PCCP (Baskets) | Stockpiled Material Adjustment | 0014 | $-10,510.57 |
24037(04) | 0021 | Dowel Jointed PCCP (Baskets) | Stockpiled Material Adjustment | 0018 | $-402.24 |
24037(04) | 0021 | Dowel Jointed PCCP (Baskets) | Stockpiled Material Initial Payment | 0005 | $48,315.77 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Adjustment | 0013 | $-20,951.49 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Adjustment | 0012 | $-19,730.25 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Adjustment | 0010 | $-9,717.76 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Adjustment | 0009 | $-37,823.24 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Adjustment | 0008 | $-10,824.77 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Initial Payment | 0003 | $175,994.20 |
24037(04) | 0025 | Retaining Wall | Stockpiled Material Adjustment | 0011 | $-76,946.69 |
24037(04) | 0032 | Manhole (5' Diameter) | Stockpiled Material Adjustment | 0008 | $-1,079.74 |
24037(04) | 0032 | Manhole (5' Diameter) | Stockpiled Material Initial Payment | 0006 | $1,079.74 |
24037(04) | 0034 | Inlet CI Des. 2 (STD) | Stockpiled Material Adjustment | 0019 | $-499.18 |
24037(04) | 0034 | Inlet CI Des. 2 (STD) | Stockpiled Material Adjustment | 0017 | $-499.18 |
24037(04) | 0034 | Inlet CI Des. 2 (STD) | Stockpiled Material Initial Payment | 0006 | $998.36 |
24037(04) | 0035 | Inlet CI Des. 2 (B) | Stockpiled Material Adjustment | 0009 | $-857.28 |
24037(04) | 0035 | Inlet CI Des. 2 (B) | Stockpiled Material Adjustment | 0016 | $-857.28 |
24037(04) | 0035 | Inlet CI Des. 2 (B) | Stockpiled Material Adjustment | 0015 | $-857.28 |
24037(04) | 0035 | Inlet CI Des. 2 (B) | Stockpiled Material Adjustment | 0013 | $-857.28 |
24037(04) | 0035 | Inlet CI Des. 2 (B) | Stockpiled Material Initial Payment | 0006 | $3,429.12 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0008 | $-3,754.68 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Initial Payment | 0006 | $11,264.04 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0011 | $-938.67 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0016 | $-938.67 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0015 | $-938.67 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0012 | $-938.67 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0010 | $-938.67 |
24037(04) | 0036 | Inlet CI Des. 2 (D) | Stockpiled Material Adjustment | 0009 | $-2,816.01 |
24037(04) | 0037 | Inlet CI Des. 3 (2B) | Stockpiled Material Initial Payment | 0006 | $8,405.70 |
24037(04) | 0037 | Inlet CI Des. 3 (2B) | Stockpiled Material Adjustment | 0010 | $-1,400.95 |
24037(04) | 0037 | Inlet CI Des. 3 (2B) | Stockpiled Material Adjustment | 0008 | $-2,801.90 |
24037(04) | 0037 | Inlet CI Des. 3 (2B) | Stockpiled Material Adjustment | 0012 | $-1,400.95 |
24037(04) | 0037 | Inlet CI Des. 3 (2B) | Stockpiled Material Adjustment | 0006 | $-2,801.90 |
24037(04) | 0038 | Inlet (SMD-Type 2) | Stockpiled Material Initial Payment | 0006 | $3,646.14 |
24037(04) | 0038 | Inlet (SMD-Type 2) | Stockpiled Material Adjustment | 0019 | $-1,823.07 |
24037(04) | 0038 | Inlet (SMD-Type 2) | Stockpiled Material Adjustment | 0017 | $-607.69 |
24037(04) | 0038 | Inlet (SMD-Type 2) | Stockpiled Material Adjustment | 0016 | $-607.69 |
24037(04) | 0038 | Inlet (SMD-Type 2) | Stockpiled Material Adjustment | 0009 | $-607.69 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0009 | $-1,283.12 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0016 | $-707.95 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0015 | $-542.81 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Initial Payment | 0006 | $6,380.64 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0013 | $-464.88 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0012 | $-287.13 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0017 | $-314.93 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0011 | $-429.93 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0008 | $-1,785.97 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0010 | $-363.09 |
24037(04) | 0039 | Additional Depth in Inlet CI Des. 2 | Stockpiled Material Adjustment | 0019 | $-200.84 |
24037(04) | 0040 | Additional Depth in Inlet CI Des. 3 | Stockpiled Material Initial Payment | 0006 | $3,597.37 |
24037(04) | 0040 | Additional Depth in Inlet CI Des. 3 | Stockpiled Material Adjustment | 0008 | $-1,248.50 |
24037(04) | 0040 | Additional Depth in Inlet CI Des. 3 | Stockpiled Material Adjustment | 0019 | $230.65 |
24037(04) | 0040 | Additional Depth in Inlet CI Des. 3 | Stockpiled Material Adjustment | 0012 | $-605.20 |
24037(04) | 0040 | Additional Depth in Inlet CI Des. 3 | Stockpiled Material Adjustment | 0015 | $-924.74 |
24037(04) | 0040 | Additional Depth in Inlet CI Des. 3 | Stockpiled Material Adjustment | 0010 | $-711.01 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Initial Payment | 0006 | $26,373.25 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0008 | $-3,184.01 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0009 | $-2,889.36 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0010 | $-6,269.05 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0011 | $-5,470.96 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0012 | $-2,624.07 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0013 | $-1,871.63 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0015 | $-1,448.48 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0017 | $-1,319.51 |
24037(04) | 0042 | Junction Boxes | Stockpiled Material Adjustment | 0019 | $7,941.58 |
24037(04) | 0048 | 54" R.C. Pipe Class III | Stockpiled Material Adjustment | 0010 | $-22,074.00 |
24037(04) | 0048 | 54" R.C. Pipe Class III | Stockpiled Material Adjustment | 0011 | $-11,902.02 |
24037(04) | 0048 | 54" R.C. Pipe Class III | Stockpiled Material Initial Payment | 0010 | $33,976.02 |
24037(04) | 0079 | Prestressed Concrete Beam Type III | Stockpiled Material Adjustment | 0011 | $-187,603.53 |
24037(04) | 0079 | Prestressed Concrete Beam Type III | Stockpiled Material Initial Payment | 0001 | $187,603.53 |
24037(04) | 0085 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0016 | $-65,543.58 |
24037(04) | 0085 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-153.79 |
24037(04) | 0085 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0003 | $65,697.37 | Subtotals For Stockpile Payments | $9,576.34 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
24037(04) | 0003 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 2,467.12 | $-0.04 | $-114.65 |
24037(04) | 0003 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 860.00 | $-0.10 | $-86.40 |
24037(04) | 0003 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 8,599.74 | $-0.10 | $-864.02 |
24037(04) | 0003 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 17,752.14 | $-0.00 | $-26.10 |
24037(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 4,343.21 | $-0.04 | $-201.83 |
24037(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 2,722.22 | $-0.10 | $-273.50 |
24037(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0019 | 28,143.57 | $-0.00 | $-41.37 |
24037(04) | 0093 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 750.00 | $-0.00 | $-1.10 | Subtotals For Line Item Adjustments | $-1,608.97 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | NOT ENTERED | NOT ENTERED | 216.00 DYS | $3,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110525 | Estimate Number: | 0019 | Primary JP: | 24037(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: STP-172A(346)IG | Project: 24037(04) | Category: 0100/ROADWAY - STP-172A(346)IG | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 21.000 | 21.000 | 7.000 | 21.000 | $850.00 | $5,950.00 | $17,850.00 |
0002 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 29,679.000 | 29,679.000 | 17,752.140 | 29,679.000 | $4.00 | $71,008.56 | $118,716.00 |
0004 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 35,309.000 | 35,309.000 | 28,143.570 | 35,309.000 | $4.00 | $112,574.28 | $141,236.00 |
0005 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $30,000.00 | $15,000.00 | $30,000.00 |
0006 | TEMPORARY BALE BARRIER | 221(B) 2801 | LF | 415.000 | 415.000 | 52.000 | $8.00 | $0.00 | $416.00 | |
0007 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 7.000 | 7.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 38,998.000 | 38,998.000 | 8,236.150 | 20,909.870 | $1.40 | $11,530.61 | $29,273.81 |
0009 | WATERING | 230(F) 2812 | KGAL | 104.000 | 104.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0010 | SEEDING METHOD A | 232(A) 2813 | AC | 9.810 | 9.810 | 0.000 | $550.00 | $0.00 | $0.00 | |
0011 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 35.000 | 35.000 | 0.700 | $600.00 | $0.00 | $420.00 | |
0012 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 1.000 | 1.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 11,967.000 | 11,967.000 | 32.610 | 10,824.470 | $29.00 | $945.69 | $313,909.63 |
0014 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 53,081.000 | 53,081.000 | 0.000 | 52,917.560 | $0.10 | $0.00 | $5,291.76 |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 54,336.000 | 54,336.000 | 56,139.410 | $1.00 | $0.00 | $56,139.41 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 6,218.000 | 6,218.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 7,688.000 | 7,688.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 5,059.000 | 5,059.000 | 0.000 | 4,829.010 | $62.00 | $0.00 | $299,398.62 |
0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,064.000 | 5,064.000 | 5,241.690 | $51.00 | $0.00 | $267,326.19 | |
0020 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 3,366.000 | 3,366.000 | 0.000 | 3,249.980 | $75.00 | $0.00 | $243,748.50 |
0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 17,084.000 | 17,084.000 | 17,440.890 | $15.00 | $0.00 | $261,613.35 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 4,271.000 | 4,271.000 | 4,360.230 | $90.00 | $0.00 | $392,420.70 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 394.000 | 394.000 | -149.130 | 218.470 | $10.00 | $-1,491.30 | $2,184.70 |
0024 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 15.000 | 15.000 | 14.390 | $750.00 | $0.00 | $10,792.50 | |
0025 | RETAINING WALL | 510(A) 6333 | SY | 1,248.000 | 1,248.000 | 36.090 | 1,783.030 | $300.00 | $10,827.00 | $534,909.00 |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 1,238.000 | 1,238.000 | 1,287.650 | $1.00 | $0.00 | $1,287.65 | |
0027 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 5,142.000 | 5,142.000 | 4,977.800 | $4.00 | $0.00 | $19,911.20 | |
0028 | COMBINED CURB & GUTTER (6" BARRIER) | 609(B) 0383 | LF | 9,047.000 | 9,047.000 | 9,825.330 | $12.00 | $0.00 | $117,903.96 | |
0029 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 3,376.000 | 3,376.000 | 917.890 | 3,695.760 | $30.00 | $27,536.70 | $110,872.80 |
0030 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,615.000 | 1,615.000 | 195.650 | 1,168.220 | $50.00 | $9,782.50 | $58,411.00 |
0031 | BITUMINOUS DRIVEWAY | 610(G) 4142 | SY | 1,873.000 | 1,873.000 | -146.670 | 1,212.800 | $25.00 | $-3,666.75 | $30,320.00 |
0032 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 4.000 | $3,400.00 | $0.00 | $13,600.00 | |
0033 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 15.000 | 15.000 | 9.000 | $550.00 | $0.00 | $4,950.00 | |
0034 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 2.000 | 2.000 | 1.000 | 2.000 | $2,500.00 | $2,500.00 | $5,000.00 |
0035 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 4.000 | 4.000 | 4.000 | $3,300.00 | $0.00 | $13,200.00 | |
0036 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 12.000 | 12.000 | 12.000 | $3,900.00 | $0.00 | $46,800.00 | |
0037 | INLET CI DES. 3 (2B) | 611(G) 5123 | EA | 6.000 | 6.000 | 6.000 | $5,700.00 | $0.00 | $34,200.00 | |
0038 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 7.000 | 7.000 | 4.000 | 7.000 | $3,400.00 | $13,600.00 | $23,800.00 |
0039 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 42.000 | 42.000 | 10.122 | 50.800 | $300.00 | $3,036.60 | $15,240.00 |
0040 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 17.000 | 17.000 | -1.090 | 15.400 | $350.00 | $-381.50 | $5,390.00 |
0041 | REPLACEMENT OFINLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(I) 4488 | EA | 62.000 | 62.000 | 6.000 | 60.000 | $525.00 | $3,150.00 | $31,500.00 |
0042 | JUNCTION BOXES | 611(L) 0487 | CF | 3,403.000 | 3,403.000 | -1,024.720 | 2,211.030 | $25.00 | $-25,618.00 | $55,275.75 |
0043 | REPLACEMENT OF CAST IRON HOOD | 611(M) 4488 | EA | 158.000 | 158.000 | 156.000 | $420.00 | $0.00 | $65,520.00 | |
0044 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,241.000 | 1,241.000 | 116.000 | 1,255.000 | $72.00 | $8,352.00 | $90,360.00 |
0045 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,005.000 | 1,005.000 | 1,028.000 | $78.00 | $0.00 | $80,184.00 | |
0046 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 556.000 | 556.000 | 184.000 | 632.000 | $88.00 | $16,192.00 | $55,616.00 |
0047 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 62.000 | 62.000 | 96.000 | $98.00 | $0.00 | $9,408.00 | |
0048 | 54" R.C.PIPE CLASS III | 613(A) 0497 | LF | 795.000 | 795.000 | 771.000 | $130.00 | $0.00 | $100,230.00 | |
0049 | 60" R.C.PIPE CLASS III | 613(A) 0498 | LF | 569.000 | 569.000 | 564.000 | $145.00 | $0.00 | $81,780.00 | |
0050 | 14" X 23" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4503 | LF | 71.000 | 71.000 | 72.000 | $88.00 | $0.00 | $6,336.00 | |
0051 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 2,000.000 | 2,000.000 | 4,539.640 | $9.00 | $0.00 | $40,856.76 | |
0052 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 100.000 | 100.000 | 507.000 | $9.00 | $0.00 | $4,563.00 | |
0053 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 4.000 | 4.000 | 4.000 | $600.00 | $0.00 | $2,400.00 | |
0054 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 4.000 | 4.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
0055 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 1.000 | 1.000 | 1.000 | 2.000 | $900.00 | $900.00 | $1,800.00 |
0056 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0057 | SPECIAL END SECTION OF 14" X 23" RCP ELLIPTICAL | 613(O) 5099 | EA | 4.000 | 4.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
0058 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0059 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 7.000 | 7.000 | 6.000 | $300.00 | $0.00 | $1,800.00 | |
0060 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 546.000 | 546.000 | 545.640 | $3.00 | $0.00 | $1,636.92 | |
0061 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,014.000 | 1,014.000 | 965.060 | $9.00 | $0.00 | $8,685.54 | |
0062 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 27,579.000 | 27,579.000 | 25,374.120 | $2.00 | $0.00 | $50,748.24 | |
0063 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 2.000 | 2.000 | 2.000 | $400.00 | $0.00 | $800.00 | |
0064 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 224.000 | 224.000 | 264.000 | $4.00 | $0.00 | $1,056.00 | |
0065 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 233.000 | 233.000 | 285.350 | $7.00 | $0.00 | $1,997.45 | |
0066 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 754.000 | 754.000 | 1,075.000 | $10.00 | $0.00 | $10,750.00 | |
0067 | SAWING PAVEMENT | 619(C) 0924 | LF | 699.000 | 699.000 | 451.590 | $2.00 | $0.00 | $903.18 | |
0068 | 2" PIPE RAILING | 622(A) 4445 | LF | 833.000 | 833.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0069 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 165.000 | 165.000 | 162.500 | $19.00 | $0.00 | $3,087.50 | |
0070 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 6.000 | $450.00 | $0.00 | $2,700.00 | |
0071 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 8.000 | 8.000 | 8.000 | $1,400.00 | $0.00 | $11,200.00 | |
0072 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 6.000 | 6.000 | 6.000 | $2,100.00 | $0.00 | $12,600.00 | |
0073 | (PL) ORNAMENTAL FENCE | 624 4100 | LF | 306.000 | 306.000 | 883.170 | 883.170 | $75.00 | $66,237.75 | $66,237.75 |
0074 | FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 2,500.000 | 2,500.000 | -1,449.660 | 0.000 | $4.00 | $-5,798.64 | $0.00 |
0075 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $900.00 | $1,800.00 | $1,800.00 |
0076 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 13.000 | 13.000 | 13.000 | $50.00 | $0.00 | $650.00 | |
8010 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 0.000 | 2,000.000 | 1,957.500 | 1,957.500 | $4.56 | $8,926.20 | $8,926.20 |
8011 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 0.000 | 250.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
8012 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 0.000 | 8,566.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
8013 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | 1.000 | $5,250.07 | $5,250.07 | $5,250.07 |
Subtotals For Category 0100/ROADWAY - STP-172A(346)IG | $358,143.77 | $4,088,991.14 | ||||||||
Fed/State Project Number: STP-172A(346)IG | Project: 24037(04) | Category: 0200/BRIDGE '59' - STP-172A(346)IG | ||||||||
0077 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 859.000 | 859.000 | 791.740 | $10.00 | $0.00 | $7,917.40 | |
0078 | GRANULAR BACKFILL | 501(F) 6352 | CY | 483.000 | 483.000 | 580.900 | $30.00 | $0.00 | $17,427.00 | |
0079 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 2,007.000 | 2,007.000 | 2,006.910 | $190.00 | $0.00 | $381,312.90 | |
0080 | APPROACH SLAB | 504(A) 1304 | SY | 232.000 | 232.000 | 256.000 | $110.00 | $0.00 | $28,160.00 | |
0081 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 1,050.000 | 1,050.000 | 1,049.350 | $55.00 | $0.00 | $57,714.25 | |
0082 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 308.000 | 308.000 | 180.000 | 180.000 | $25.00 | $4,500.00 | $4,500.00 |
0083 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 6,885.000 | 6,885.000 | 4,547.000 | $3.00 | $0.00 | $13,641.00 | |
0084 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,170.000 | 1,170.000 | 877.830 | $485.00 | $0.00 | $425,747.55 | |
0085 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 324,354.000 | 324,354.000 | 21,133.120 | 318,188.860 | $1.00 | $21,133.12 | $318,188.86 |
0086 | PILES, FURNISHED (HP 14X117) | 514(A) 6018 | LF | 556.000 | 556.000 | 556.000 | $60.00 | $0.00 | $33,360.00 | |
0087 | PILES, DRIVEN (HP 14X117) | 514(B) 6299 | LF | 556.000 | 556.000 | 370.690 | $25.00 | $0.00 | $9,267.25 | |
0088 | METAL PILE SHOES | 514(G) 6310 | EA | 22.000 | 22.000 | 22.000 | $100.00 | $0.00 | $2,200.00 | |
0089 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 209.000 | 209.000 | 238.720 | $585.00 | $0.00 | $139,651.20 | |
0090 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 1,945.000 | 1,945.000 | 936.470 | $25.00 | $0.00 | $23,411.75 | |
0091 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 200.000 | 200.000 | 197.920 | 328.080 | $20.00 | $3,958.40 | $6,561.60 |
0092 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0200/BRIDGE '59' - STP-172A(346)IG | $29,591.52 | $1,479,060.76 | ||||||||
Fed/State Project Number: STP-172A(346)IG | Project: 24037(04) | Category: 0201/BRIDGE '60' - STP-172A(346)IG | ||||||||
0093 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 750.000 | 750.000 | 750.000 | 750.000 | $9.00 | $6,750.00 | $6,750.00 |
0094 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 300.000 | 300.000 | 309.740 | $10.00 | $0.00 | $3,097.40 | |
0095 | SELECT BACKFILL | 501(E) 6354 | CY | 140.000 | 140.000 | 138.760 | $35.00 | $0.00 | $4,856.60 | |
0096 | GRANULAR BACKFILL | 501(F) 6352 | CY | 160.000 | 160.000 | 171.570 | $30.00 | $0.00 | $5,147.10 | |
0097 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 194.000 | 194.000 | 214.000 | $65.00 | $0.00 | $13,910.00 | |
0098 | CLASS AA CONCRETE | 509(A) 1326 | CY | 11.000 | 11.000 | 9.340 | $680.00 | $0.00 | $6,351.20 | |
0099 | CLASS A CONCRETE | 509(B) 1328 | CY | 496.000 | 496.000 | 498.820 | $350.00 | $0.00 | $174,587.00 | |
0100 | REINFORCING STEEL | 511(A) 1332 | LB | 91,835.000 | 91,835.000 | 93,692.580 | $0.80 | $0.00 | $74,954.06 | |
0101 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 120.000 | 120.000 | 28.560 | $30.00 | $0.00 | $856.80 | |
0102 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0201/BRIDGE '60' - STP-172A(346)IG | $6,750.00 | $295,510.16 | ||||||||
Fed/State Project Number: STP-172A(346)IG | Project: 24037(04) | Category: 0301/TRAFFIC - STP-172A(346)IG | ||||||||
0103 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 35.000 | 35.000 | 36.000 | $55.00 | $0.00 | $1,980.00 | |
0104 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 132.000 | 132.000 | 134.070 | 134.070 | $17.00 | $2,279.19 | $2,279.19 |
0105 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 284.000 | 284.000 | 284.000 | 284.000 | $11.00 | $3,124.00 | $3,124.00 |
0106 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 26,042.000 | 26,042.000 | 31,086.420 | $0.70 | $0.00 | $21,760.49 | |
0107 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 4.000 | 4.000 | 7.000 | $110.00 | $0.00 | $770.00 | |
0108 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 3.000 | 3.000 | 5.000 | $160.00 | $0.00 | $800.00 | |
0109 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 2.000 | $350.00 | $0.00 | $700.00 | |
0110 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 5,200.000 | 5,200.000 | 3,466.910 | $0.05 | $0.00 | $173.35 | |
0111 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,200.000 | 6,200.000 | 5,727.650 | $0.05 | $0.00 | $286.38 | |
0112 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,600.000 | 3,600.000 | 425.000 | 9,077.000 | $0.90 | $382.50 | $8,169.30 |
0113 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,850.000 | 5,850.000 | 501.000 | 12,380.000 | $0.90 | $450.90 | $11,142.00 |
0114 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 11,250.000 | 11,250.000 | 215.000 | 5,859.000 | $0.55 | $118.25 | $3,222.45 |
0115 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,100.000 | 8,100.000 | 342.000 | 9,788.000 | $0.05 | $17.10 | $489.40 |
0116 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 28,800.000 | 28,800.000 | 989.000 | 25,582.000 | $0.05 | $49.45 | $1,279.10 |
Subtotals For Category 0301/TRAFFIC - STP-172A(346)IG | $6,421.39 | $56,175.66 | ||||||||
Fed/State Project Number: STP-172A(346)IG | Project: 24037(04) | Category: 0600/STAKING - STP-172A(346)IG | ||||||||
0117 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $40,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0600/STAKING - STP-172A(346)IG | $0.00 | $30,000.00 | ||||||||
Fed/State Project Number: STP-172A(346)IG | Project: 24037(04) | Category: 0640/CONSTRUCTION - STP-172A(346)IG | ||||||||
0118 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $3,000.00 | $750.00 | $2,250.00 |
0119 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $330,000.00 | $0.00 | $330,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-172A(346)IG | $750.00 | $332,250.00 | ||||||||
Fed/State Project Number: STP-172A(346)IG | Project: 24037(04) | Category: 0900/NON-PARTICIPATING (CITY) - STP-172A(346)IG | ||||||||
0120 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 20.000 | 20.000 | 10.000 | $20.00 | $0.00 | $200.00 | |
0121 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 9.000 | 9.000 | 6.000 | $500.00 | $0.00 | $3,000.00 | |
0122 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 5.000 | 5.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0123 | METER BOXES ADJUST TO GRADE | 612(F) 0648 | EA | 1.000 | 1.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0124 | 6" DUCTILE IRON PIPE | 616(A) 5121 | LF | 2,255.000 | 2,255.000 | 2,249.000 | $30.00 | $0.00 | $67,470.00 | |
0125 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 500.000 | 500.000 | 513.000 | $60.00 | $0.00 | $30,780.00 | |
0126 | 2" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5218 | LF | 360.000 | 360.000 | 364.000 | $15.00 | $0.00 | $5,460.00 | |
0127 | 3" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5220 | LF | 20.000 | 20.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0128 | 6" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5223 | LF | 2,920.000 | 2,920.000 | 2,866.000 | $25.00 | $0.00 | $71,650.00 | |
0129 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5227 | LF | 288.000 | 288.000 | 223.000 | $35.00 | $0.00 | $7,805.00 | |
0130 | 12" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5229 | LF | 30.000 | 30.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0131 | 3/4" COPPER WATER SERVICE PIPE | 616(C) 0868 | LF | 690.000 | 690.000 | 286.000 | $15.00 | $0.00 | $4,290.00 | |
0132 | 6" GATE VALVE | 616(D) 1070 | EA | 25.000 | 25.000 | 31.000 | $850.00 | $0.00 | $26,350.00 | |
0133 | 12" GATE VALVE | 616(D) 1100 | EA | 4.000 | 4.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 | |
0134 | 2" TAPPING SLEEVE | 616(D) 7010 | EA | 17.000 | 17.000 | 13.000 | $400.00 | $0.00 | $5,200.00 | |
0135 | STANDARD VALVE BOX | 616(D) 7051 | EA | 29.000 | 29.000 | 34.000 | $150.00 | $0.00 | $5,100.00 | |
0136 | 3/4" CORPORATION STOPS | 616(E) 0878 | EA | 11.000 | 11.000 | 10.000 | $85.00 | $0.00 | $850.00 | |
0137 | METER INSTALLATION 3/4" | 616(F) 5948 | EA | 11.000 | 11.000 | 10.000 | $800.00 | $0.00 | $8,000.00 | |
0138 | FIRE HYDRANTS | 616(G) 1192 | EA | 7.000 | 7.000 | 9.000 | $2,500.00 | $0.00 | $22,500.00 | |
0139 | 10" STEEL CASING | 616(I) 5256 | LF | 560.000 | 560.000 | 552.000 | $25.00 | $0.00 | $13,800.00 | |
0140 | 18" STEEL CASING | 616(I) 5264 | LF | 75.000 | 75.000 | 89.500 | $50.00 | $0.00 | $4,475.00 | |
0141 | 3" SOLID SLEEVE | 616(K) 0100 | EA | 1.000 | 1.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
0142 | 6" SOLID SLEEVE | 616(K) 0150 | EA | 2.000 | 2.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0143 | 8" SOLID SLEEVE | 616(K) 0175 | EA | 2.000 | 2.000 | 1.000 | $225.00 | $0.00 | $225.00 | |
0144 | 12" SOLID SLEEVE | 616(K) 0225 | EA | 5.000 | 5.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
0145 | 8" BLIND FLANGE | 616(L) 0150 | EA | 2.000 | 2.000 | 2.000 | $450.00 | $0.00 | $900.00 | |
0146 | SERVICE CONNECTION (SHORT) | 616(N) 0090 | EA | 9.000 | 9.000 | 9.000 | $500.00 | $0.00 | $4,500.00 | |
0147 | SERVICE CONNECTION (LONG) | 616(N) 0092 | EA | 2.000 | 2.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
0148 | FITTINGS | 616(O) 0100 | EA | 20.000 | 20.000 | 21.000 | $300.00 | $0.00 | $6,300.00 | |
0149 | 6" 45 DEGREE FITTING | 616(O) 0200 | EA | 2.000 | 2.000 | 3.000 | $350.00 | $0.00 | $1,050.00 | |
0150 | 6" 90 DEGREE FITTING | 616(O) 0250 | EA | 4.000 | 4.000 | 9.000 | $350.00 | $0.00 | $3,150.00 | |
0151 | 12" 90 DEGREE FITTING | 616(O) 0550 | EA | 1.000 | 1.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
0152 | 4" X 3" REDUCER | 616(R) 0375 | EA | 1.000 | 1.000 | 1.000 | $350.00 | $0.00 | $350.00 | |
0153 | 6" X 4" REDUCER | 616(R) 0480 | EA | 1.000 | 1.000 | 2.000 | $400.00 | $0.00 | $800.00 | |
0154 | 12" X 6" REDUCER | 616(R) 0760 | EA | 2.000 | 2.000 | 1.000 | $450.00 | $0.00 | $450.00 | |
0155 | 6" X 6" X 6" TEE | 616(T) 2500 | EA | 9.000 | 9.000 | 9.000 | $500.00 | $0.00 | $4,500.00 | |
0156 | 12" X 12" X 12" TEE | 616(T) 5500 | EA | 4.000 | 4.000 | 4.000 | $1,500.00 | $0.00 | $6,000.00 | |
Subtotals For Category 0900/NON-PARTICIPATING (CITY) - STP-172A(346)IG | $0.00 | $314,905.00 | ||||||||
Subtotals For Project STP-172A(346)IG /24037(04) | $401,656.68 | $6,596,892.72 |
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: STPG-172A(396)IG | Project: 24037(06) | Category: 0300/TRAFFIC SIGNAL - STPG-172A(396)IG | ||||||||
0157 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 55.000 | 55.000 | 55.000 | $6.00 | $0.00 | $330.00 | |
0158 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 240.000 | 240.000 | 240.000 | $28.00 | $0.00 | $6,720.00 | |
0159 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 30.000 | 30.000 | 30.000 | $10.80 | $0.00 | $324.00 | |
0160 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 3.000 | 3.000 | 3.000 | $270.00 | $0.00 | $810.00 | |
0161 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 1.000 | $324.00 | $0.00 | $324.00 | |
0162 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 11.100 | 11.100 | 11.100 | $432.00 | $0.00 | $4,795.20 | |
0163 | REINFORCING STEEL | 804(B) 2916 | LB | 1,705.700 | 1,705.700 | 1,705.700 | $1.30 | $0.00 | $2,217.41 | |
0164 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 2.000 | $7,000.00 | $0.00 | $14,000.00 | |
0165 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
0166 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
0167 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 3.000 | $432.00 | $0.00 | $1,296.00 | |
0168 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $216.00 | $216.00 | $216.00 |
0169 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 200.000 | $1.08 | $0.00 | $216.00 | |
0170 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,320.000 | 1,320.000 | 1,320.000 | $0.54 | $0.00 | $712.80 | |
0171 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0172 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
0173 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $250.00 | $0.00 | $2,000.00 | |
0174 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 8.000 | $700.00 | $0.00 | $5,600.00 | |
0175 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $550.00 | $0.00 | $4,400.00 | |
0176 | BACKPLATE | 833 3030 | EA | 8.000 | 8.000 | 8.000 | $70.00 | $0.00 | $560.00 | |
0177 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,015.000 | 1,015.000 | 1,015.000 | $1.50 | $0.00 | $1,522.50 | |
0178 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 485.000 | 485.000 | 485.000 | $2.00 | $0.00 | $970.00 | |
0179 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 45.000 | 45.000 | 45.000 | $1.00 | $0.00 | $45.00 | |
0180 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 48.000 | 48.000 | 48.000 | $40.00 | $0.00 | $1,920.00 | |
Subtotals For Category 0300/TRAFFIC SIGNAL - STPG-172A(396)IG | $216.00 | $100,978.91 | ||||||||
Subtotals For Project STPG-172A(396)IG /24037(06) | $216.00 | $100,978.91 |