| Nebraska Department of Roads | |
|---|---|
| Estimate Summary to Contractor | |
| Vendor ID: | 0049 HAWKINS CONSTRUCTION COMPANY |
| Contract ID: | 2867 |
| Estimate Number: | 0053 |
| Pay Period End Date: | 06.07.2003 |
| Contract Location: | ||
| BNSF/S. PAPIO CREEK BRIDGE | Estimate Type: | PROG |
| Contractor: | ||
| HAWKINS CONSTRUCTION COMPANY | Date Let: | 07.27.2000 |
| 2512 DEER PARK BLVD | Date Awarded: | 08.15.2000 |
| PO BOX 9008 STA C | Date Contract Executed: | 08.18.2000 |
| Date Notice to Proceed: | 08.28.2000 | |
| OMAHA NE 68109 | Date Work Began: | 08.28.2000 |
| Phone: | Date Physical Work Completed: | |
| (402)342-1607 | Date Accepted: | |
| Escrow Agent: | ||
| Surety Co: | ||
| FIREMAN'S FUND INSURANCE COMPANY |
| Counties |
|---|
| SARPY |
| Project Number | PCT | Fed State Project Number | Description | ||||
|---|---|---|---|---|---|---|---|
| 21867 000 | 0.000 | EACNH-80-9(801) | BRIDGE | ||||
| 21868 000 | 0.000 | EACNH-80-9(802) | GR CP CULV SEED GDRL FENCE ELEC SIGN |
| Total to Date | Prev to Date | This Estimate | ||
| Current Contract Amt | Total Earnings | $13,602,575.17 | $13,593,692.87 | $8,882.30 |
| $13,647,050.28 | Stockpiled Materials | $.00 | $7,023.08 | $-7,023.08 |
| Original Contract Amt | Gross Earnings | $13,602,575.17 | $13,600,715.95 | $1,859.22 |
| $13,528,580.81 | Retainage | $-25,000.00 | $-25,000.00 | $.00 |
| Escrow Amount | $.00 | $.00 | $.00 | |
| Percent Complete | Securities Encumbered | $.00 | $.00 | $.00 |
| 99.67% | Net Earnings | $13,577,575.17 | $13,575,715.95 | $1,859.22 |
| Liquidated Damages | $.00 | $.00 | $.00 | |
| Incentives | $.00 | $.00 | $.00 | |
| Disincentives | $.00 | $.00 | $.00 | |
| Other Contract Adj | $.00 | $.00 | $.00 | |
| Appl of Training Adj | $.00 | $.00 | $.00 | |
| Training Rates Adj | $.00 | $.00 | $.00 | |
| Fuel Adj | $39.33 | $39.33 | $.00 | |
| Bituminous Adj | $.00 | $.00 | $.00 | |
| Autopay Adj | $.00 | $.00 | $.00 | |
| Gasoline Adj | $.00 | $.00 | $.00 | |
| Other Adj | $.00 | $.00 | $.00 | |
| Price Adj | $.00 | $.00 | $.00 | |
| Substandard Item Adj | $.00 | $.00 | $.00 | |
| Asphalt Adj | $.00 | $.00 | $.00 | |
| Diesel Fuel Adj | $.00 | $.00 | $.00 | |
| Petrol Adj | $.00 | $.00 | $.00 | |
| Total for Adjustments | $39.33 | $39.33 | $.00 | |
| Payment | $13,577,614.50 | $13,575,755.28 | $1,859.22 | |
| Project Manager | Div. Head/Dist. Eng. | |||
| Fisher, Rick | 06.09.2003 | Lech, Marvin (Marv) | 06.09.2003 | |
| Constr. Estimate Eng. | Materials Eng. | |||
| Bartos, Steve | 06.11.2003 | |||
| Controller Div. Processed | ||||
| Burling, Laurie | 06.11.2003 |
| Detailed breakdown of stockpiled materials | ||||
|---|---|---|---|---|
| Est Nbr: | 0004 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Initial Payment | 136,625.00 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0004: | 136,625.00 | |||
| Est Nbr: | 0006 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -25,370.72 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0006: | -25,370.72 | |||
| Est Nbr: | 0007 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0120 | 6005.60 | ELASTOMERIC BEARING | ||
| S.P. Initial Payment | 11,144.00 | 00047518 | ||
| Elastomeric Bearing | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -21,867.87 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0007: | -10,723.87 | |||
| Est Nbr: | 0008 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Initial Payment | 18,910.67 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -6,535.44 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -34,020.28 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0008: | -21,645.05 | |||
| Est Nbr: | 0009 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -7,187.57 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0009: | -7,187.57 | |||
| Est Nbr: | 0010 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -3,317.60 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -18,719.16 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0010: | -22,036.76 | |||
| Est Nbr: | 0011 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0120 | 6005.60 | ELASTOMERIC BEARING | ||
| S.P. Adjustment | -1,492.50 | 00047518 | ||
| Elastomeric Bearing | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -6,021.44 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -24,581.57 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0011: | -32,095.51 | |||
| Est Nbr: | 0012 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -3,032.93 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Initial Payment | 12,119.44 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -324.10 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0012: | 8,762.41 | |||
| Est Nbr: | 0013 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0120 | 6005.60 | ELASTOMERIC BEARING | ||
| S.P. Adjustment | -2,985.00 | 00047518 | ||
| Elastomeric Bearing | ||||
| 0126 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | ||
| S.P. Initial Payment | 4,742.50 | 22976 | ||
| Struc Steel for substructure | ||||
| 0127 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | ||
| S.P. Initial Payment | 5,315.05 | 22976 | ||
| Struc Steel for Superstructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -8,149.63 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Initial Payment | 39,596.46 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Initial Payment | 1,948.55 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0013: | 40,467.93 | |||
| Est Nbr: | 0014 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -3,643.62 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -2,042.70 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Initial Payment | 324,024.88 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0014: | 318,338.56 | |||
| Est Nbr: | 0015 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -24,019.04 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0015: | -24,019.04 | |||
| Est Nbr: | 0016 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0127 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | ||
| S.P. Adjustment | -839.80 | 22976 | ||
| Struc Steel for Superstructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -13,534.37 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -1,948.55 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0016: | -16,322.72 | |||
| Est Nbr: | 0017 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0119 | 6005.35 | PRECOMPRESSED POLYURETHANE FOAM JOINT | ||
| S.P. Initial Payment | 5,966.19 | 680272 | ||
| Precompressed Polyurethane Foam Joint | ||||
| 0123 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | ||
| S.P. Initial Payment | 349,595.10 | 3621 | ||
| Precast/Prestressed Conc Superstructure | ||||
| 0126 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | ||
| S.P. Adjustment | -486.50 | 22976 | ||
| Struc Steel for substructure | ||||
| Total for estimate 0017: | 355,074.79 | |||
| Est Nbr: | 0018 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Initial Payment | 50,238.98 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -2,519.37 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -4,877.84 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| S.P. Adjustment | -35,062.29 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0018: | 7,779.48 | |||
| Est Nbr: | 0019 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -11,074.40 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -50,569.20 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0019: | -61,643.60 | |||
| Est Nbr: | 0020 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0126 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | ||
| S.P. Adjustment | -1,443.75 | 22976 | ||
| Struc Steel for substructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -9,657.50 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -36,769.99 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0020: | -47,871.24 | |||
| Est Nbr: | 0021 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -13,087.93 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Initial Payment | 33,783.86 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -51,210.98 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0021: | -30,515.05 | |||
| Est Nbr: | 0022 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0120 | 6005.60 | ELASTOMERIC BEARING | ||
| S.P. Adjustment | -3,482.50 | 00047518 | ||
| Elastomeric Bearing | ||||
| 0123 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | ||
| S.P. Adjustment | -349,595.10 | 3621 | ||
| Precast/Prestressed Conc Superstructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -3,152.26 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Initial Payment | 51,740.27 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0022: | -304,489.59 | |||
| Est Nbr: | 0023 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -8,228.24 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -10,009.86 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0023: | -18,238.10 | |||
| Est Nbr: | 0024 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -2,519.28 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -1,202.05 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0024: | -3,721.33 | |||
| Est Nbr: | 0025 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -3,721.33 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0025: | -3,721.33 | |||
| Est Nbr: | 0026 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0126 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | ||
| S.P. Adjustment | -537.25 | 22976 | ||
| Struc Steel for substructure | ||||
| 0127 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | ||
| S.P. Adjustment | -1,872.98 | 22976 | ||
| Struc Steel for Superstructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -28,860.48 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -29,073.52 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0026: | -60,344.23 | |||
| Est Nbr: | 0027 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0119 | 6005.35 | PRECOMPRESSED POLYURETHANE FOAM JOINT | ||
| S.P. Adjustment | -3,397.12 | 680272 | ||
| Precompressed Polyurethane Foam Joint | ||||
| 0127 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | ||
| S.P. Adjustment | -1,033.18 | 22976 | ||
| Struc Steel for Superstructure | ||||
| Total for estimate 0027: | -4,430.30 | |||
| Est Nbr: | 0035 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0126 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | ||
| S.P. Adjustment | -486.50 | 22976 | ||
| Struc Steel for substructure | ||||
| Total for estimate 0035: | -486.50 | |||
| Est Nbr: | 0038 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Initial Payment | 37,583.51 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -28,311.52 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0038: | 9,271.99 | |||
| Est Nbr: | 0039 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -2,015.79 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -25,037.09 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0039: | -27,052.88 | |||
| Est Nbr: | 0040 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -6,003.50 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -24,278.39 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0040: | -30,281.89 | |||
| Est Nbr: | 0041 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -4,063.10 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -23,754.76 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0041: | -27,817.86 | |||
| Est Nbr: | 0042 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -28,270.15 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0042: | -28,270.15 | |||
| Est Nbr: | 0043 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0126 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | ||
| S.P. Adjustment | -1,788.50 | 22976 | ||
| Struc Steel for substructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -10,584.36 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Adjustment | -3,414.34 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Adjustment | -10,750.65 | 16188 | ||
| HP 310mm X kg STEEL PILING | ||||
| Total for estimate 0043: | -26,537.85 | |||
| Est Nbr: | 0044 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0119 | 6005.35 | PRECOMPRESSED POLYURETHANE FOAM JOINT | ||
| S.P. Adjustment | -2,569.07 | 680272 | ||
| Precompressed Polyurethane Foam Joint | ||||
| 0120 | 6005.60 | ELASTOMERIC BEARING | ||
| S.P. Adjustment | -3,184.00 | 00047518 | ||
| Elastomeric Bearing | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -2,710.53 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0044: | -8,463.60 | |||
| Est Nbr: | 0045 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -6,583.18 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0045: | -6,583.18 | |||
| Est Nbr: | 0046 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0127 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | ||
| S.P. Adjustment | -1,569.10 | 22976 | ||
| Struc Steel for Superstructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -15,061.07 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0046: | -16,630.17 | |||
| Est Nbr: | 0047 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Adjustment | -8,964.59 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| Total for estimate 0047: | -8,964.59 | |||
| Est Nbr: | 0048 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0127 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | ||
| S.P. Closure | 0.01 | 22976 | ||
| Struc Steel for Superstructure | ||||
| 0130 | 6131.50 | EPOXY COATED REINFORCING STEEL | ||
| S.P. Closure | -3.26 | 453024 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Closure | -2.09 | 458916 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Closure | -0.35 | 460375 | ||
| Epoxy Coated Reinforcing Steel | ||||
| S.P. Closure | -849.80 | 491163 | ||
| Epoxy Coated Reinforcing Steel | ||||
| 0132 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | ||
| S.P. Closure | 0.01 | B87112 | ||
| HP 310 mm X 79 kg STEEL PILING | ||||
| Total for estimate 0048: | -855.48 | |||
| Est Nbr: | 0013 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Initial Payment | 68,203.42 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| 0079 | 4005.00 | CAST IRON RING AND COVER | ||
| S.P. Initial Payment | 218.40 | 103855 | ||
| Cast Iron Ring & Cover | ||||
| Total for estimate 0013: | 68,421.82 | |||
| Est Nbr: | 0018 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Initial Payment | 70,310.90 | 422930 | ||
| Dowel Bars | ||||
| 0153 | A009.52 | STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20 | ||
| S.P. Initial Payment | 6,122.35 | 102185-4 | ||
| St. Light Unit SL-BT-13.7-1.8-0.20 | ||||
| 0154 | A009.73 | STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | ||
| S.P. Initial Payment | 55,896.00 | 102185-4 | ||
| Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20 | ||||
| 0155 | A010.20 | LUMINAIRE, TYPE HML-A-1KW | ||
| S.P. Initial Payment | 10,593.00 | 102193-3 | ||
| Luminaire, Type HML-A-1KW | ||||
| 0156 | A010.26 | LUMINAIRE, TYPE HML-V-1KW | ||
| S.P. Initial Payment | 3,363.00 | 102193-3 | ||
| Luminaire, Type HML-V-1KW | ||||
| 0157 | A010.60 | UNDERDECK LUMINAIRE, TYPE UD-100 | ||
| S.P. Initial Payment | 1,393.50 | S1700723 | ||
| Underdeck Luminaire, Type UD-100 | ||||
| 0163 | A020.17 | LIGHTING CONTROL CENTER, TYPE P | ||
| S.P. Initial Payment | 1,068.96 | 102193-3 | ||
| Lighting Control Center, P | ||||
| 0164 | A020.36 | LIGHTING CONTROL CENTER, TYPE R-2 | ||
| S.P. Initial Payment | 2,241.80 | 102193-3 | ||
| Lighting Control Center, R-2 | ||||
| 0176 | A750.10 | MODIFY HIGH MAST TOWER | ||
| S.P. Initial Payment | 22,890.50 | 102185-4 | ||
| Modify High Mast Tower | ||||
| 0177 | A750.11 | MODIFY HIGH MAST TOWER | ||
| S.P. Initial Payment | 11,507.50 | 102185-4 | ||
| Modify High Mast Tower | ||||
| 0178 | A750.12 | MODIFY HIGH MAST TOWER | ||
| S.P. Initial Payment | 11,416.50 | 102185-4 | ||
| Modify High Mast Tower | ||||
| 0183 | A010.08 | LUMINAIRE, TYPE HPS-150 | ||
| S.P. Initial Payment | 4,335.00 | S1700723 | ||
| Luminaire, Type HPS-150 | ||||
| Total for estimate 0018: | 201,139.01 | |||
| Est Nbr: | 0019 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Initial Payment | 41,200.90 | 422930 | ||
| Dowel Bars | ||||
| Total for estimate 0019: | 41,200.90 | |||
| Est Nbr: | 0020 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -13,970.59 | 422930 | ||
| Dowel Bars | ||||
| 0164 | A020.36 | LIGHTING CONTROL CENTER, TYPE R-2 | ||
| S.P. Adjustment | -2,241.80 | 102193-3 | ||
| Lighting Control Center, R-2 | ||||
| Total for estimate 0020: | -16,212.39 | |||
| Est Nbr: | 0021 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -13,966.55 | 422930 | ||
| Dowel Bars | ||||
| Total for estimate 0021: | -13,966.55 | |||
| Est Nbr: | 0022 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -26,640.63 | 422930 | ||
| Dowel Bars | ||||
| 0143 | 7110.05 | 1.5 METER CHAIN-LINK FENCE | ||
| S.P. Initial Payment | 50,910.09 | J37316 | ||
| 1.5m Chain-Link Fence | ||||
| Total for estimate 0022: | 24,269.46 | |||
| Est Nbr: | 0023 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -9,546.23 | 422930 | ||
| Dowel Bars | ||||
| Total for estimate 0023: | -9,546.23 | |||
| Est Nbr: | 0024 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -3,433.67 | 422930 | ||
| Dowel Bars | ||||
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Adjustment | -6,657.34 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| 0163 | A020.17 | LIGHTING CONTROL CENTER, TYPE P | ||
| S.P. Adjustment | -1,068.96 | 102193-3 | ||
| Lighting Control Center, P | ||||
| Total for estimate 0024: | -11,159.97 | |||
| Est Nbr: | 0025 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Adjustment | -12,363.62 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| 0154 | A009.73 | STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | ||
| S.P. Adjustment | -8,384.40 | 102185-4 | ||
| Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20 | ||||
| Total for estimate 0025: | -20,748.02 | |||
| Est Nbr: | 0026 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -500.84 | 422930 | ||
| Dowel Bars | ||||
| 0154 | A009.73 | STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | ||
| S.P. Adjustment | -12,576.60 | 102185-4 | ||
| Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20 | ||||
| Total for estimate 0026: | -13,077.44 | |||
| Est Nbr: | 0027 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0143 | 7110.05 | 1.5 METER CHAIN-LINK FENCE | ||
| S.P. Adjustment | -37,036.06 | J37316 | ||
| 1.5m Chain-Link Fence | ||||
| 0154 | A009.73 | STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | ||
| S.P. Adjustment | -11,179.20 | 102185-4 | ||
| Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20 | ||||
| 0155 | A010.20 | LUMINAIRE, TYPE HML-A-1KW | ||
| S.P. Adjustment | -3,531.00 | 102193-3 | ||
| Luminaire, Type HML-A-1KW | ||||
| 0156 | A010.26 | LUMINAIRE, TYPE HML-V-1KW | ||
| S.P. Adjustment | -3,363.00 | 102193-3 | ||
| Luminaire, Type HML-V-1KW | ||||
| 0176 | A750.10 | MODIFY HIGH MAST TOWER | ||
| S.P. Adjustment | -11,445.25 | 102185-4 | ||
| Modify High Mast Tower | ||||
| 0178 | A750.12 | MODIFY HIGH MAST TOWER | ||
| S.P. Adjustment | -11,416.50 | 102185-4 | ||
| Modify High Mast Tower | ||||
| 0183 | A010.08 | LUMINAIRE, TYPE HPS-150 | ||
| S.P. Adjustment | -867.00 | S1700723 | ||
| Luminaire, Type HPS-150 | ||||
| Total for estimate 0027: | -78,838.01 | |||
| Est Nbr: | 0028 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0153 | A009.52 | STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20 | ||
| S.P. Initial Payment | 740.00 | S0102200 | ||
| SL Light Unit SL-BT-13.7-1.8-0.20 | ||||
| 0154 | A009.73 | STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | ||
| S.P. Initial Payment | 4,998.00 | S0102200 | ||
| ST Light Unit SL-S-13.7-1.8 & 1.8-0.20 | ||||
| Total for estimate 0028: | 5,738.00 | |||
| Est Nbr: | 0029 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -1,162.97 | 422930 | ||
| Dowel Bars | ||||
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Adjustment | -5,706.29 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| 0187 | 7312.01 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Initial Payment | 24,630.25 | 23011-1 | ||
| Overhead Sign Support, Location 3 | ||||
| 0188 | 7312.02 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Initial Payment | 1,045.25 | R9356 | ||
| Overhead Sign Support, Location 4 | ||||
| 0189 | 7312.03 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Initial Payment | 1,045.25 | R9356 | ||
| Overhead Sign Support, Loaction 6 | ||||
| 0190 | 7312.04 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Initial Payment | 1,045.25 | R9356 | ||
| Overhead Sign Support, Location 8 | ||||
| Total for estimate 0029: | 20,896.74 | |||
| Est Nbr: | 0030 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -1,089.43 | 422930 | ||
| Dowel Bars | ||||
| S.P. Adjustment | -186.08 | 422930 | ||
| Dowel Bars | ||||
| 0154 | A009.73 | STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | ||
| S.P. Adjustment | -23,755.80 | 102185-4 | ||
| Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20 | ||||
| S.P. Adjustment | -4,998.00 | S0102200 | ||
| ST Light Unit SL-S-13.7-1.8 & 1.8-0.20 | ||||
| 0176 | A750.10 | MODIFY HIGH MAST TOWER | ||
| S.P. Adjustment | -11,445.25 | 102185-4 | ||
| Modify High Mast Tower | ||||
| 0183 | A010.08 | LUMINAIRE, TYPE HPS-150 | ||
| S.P. Adjustment | -867.00 | S1700723 | ||
| Luminaire, Type HPS-150 | ||||
| 0187 | 7312.01 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Adjustment | -24,630.25 | 23011-1 | ||
| Overhead Sign Support, Location 3 | ||||
| 0191 | 7322.01 | TYPE B SIGN | ||
| S.P. Initial Payment | 20,368.34 | 52016 | ||
| Type B Sign | ||||
| S.P. Adjustment | -4,450.81 | 52016 | ||
| Type B Sign | ||||
| Total for estimate 0030: | -51,054.28 | |||
| Est Nbr: | 0033 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0177 | A750.11 | MODIFY HIGH MAST TOWER | ||
| S.P. Adjustment | -11,507.50 | 102185-4 | ||
| Modify High Mast Tower | ||||
| Total for estimate 0033: | -11,507.50 | |||
| Est Nbr: | 0037 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -4,938.04 | 422930 | ||
| Dowel Bars | ||||
| Total for estimate 0037: | -4,938.04 | |||
| Est Nbr: | 0038 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -19,456.60 | 422930 | ||
| Dowel Bars | ||||
| 0079 | 4005.00 | CAST IRON RING AND COVER | ||
| S.P. Adjustment | -218.40 | 103855 | ||
| Cast Iron Ring & Cover | ||||
| Total for estimate 0038: | -19,675.00 | |||
| Est Nbr: | 0039 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -8,474.79 | 422930 | ||
| Dowel Bars | ||||
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Adjustment | -1,902.10 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| Total for estimate 0039: | -10,376.89 | |||
| Est Nbr: | 0040 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Adjustment | -36,139.82 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| Total for estimate 0040: | -36,139.82 | |||
| Est Nbr: | 0041 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -4,465.19 | 422930 | ||
| Dowel Bars | ||||
| Total for estimate 0041: | -4,465.19 | |||
| Est Nbr: | 0042 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Adjustment | -3,680.21 | 422930 | ||
| Dowel Bars | ||||
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Adjustment | -4,483.21 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| 0143 | 7110.05 | 1.5 METER CHAIN-LINK FENCE | ||
| S.P. Adjustment | -11,678.93 | J37316 | ||
| 1.5m Chain-Link Fence | ||||
| Total for estimate 0042: | -19,842.35 | |||
| Est Nbr: | 0043 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0183 | A010.08 | LUMINAIRE, TYPE HPS-150 | ||
| S.P. Adjustment | -433.50 | S1700723 | ||
| Luminaire, Type HPS-150 | ||||
| 0188 | 7312.02 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Adjustment | -1,045.25 | R9356 | ||
| Overhead Sign Support, Location 4 | ||||
| 0191 | 7322.01 | TYPE B SIGN | ||
| S.P. Adjustment | -5,628.78 | 52016 | ||
| Type B Sign | ||||
| Total for estimate 0043: | -7,107.53 | |||
| Est Nbr: | 0046 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0153 | A009.52 | STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20 | ||
| S.P. Adjustment | -6,122.35 | 102185-4 | ||
| St. Light Unit SL-BT-13.7-1.8-0.20 | ||||
| S.P. Adjustment | -740.00 | S0102200 | ||
| SL Light Unit SL-BT-13.7-1.8-0.20 | ||||
| 0155 | A010.20 | LUMINAIRE, TYPE HML-A-1KW | ||
| S.P. Adjustment | -7,062.00 | 102193-3 | ||
| Luminaire, Type HML-A-1KW | ||||
| 0183 | A010.08 | LUMINAIRE, TYPE HPS-150 | ||
| S.P. Adjustment | -2,167.50 | S1700723 | ||
| Luminaire, Type HPS-150 | ||||
| 0189 | 7312.03 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Adjustment | -1,045.25 | R9356 | ||
| Overhead Sign Support, Loaction 6 | ||||
| 0190 | 7312.04 | OVERHEAD SIGN SUPPORT, LOCATION | ||
| S.P. Adjustment | -1,045.25 | R9356 | ||
| Overhead Sign Support, Location 8 | ||||
| 0191 | 7322.01 | TYPE B SIGN | ||
| S.P. Adjustment | -5,565.10 | 52016 | ||
| Type B Sign | ||||
| Total for estimate 0046: | -23,747.45 | |||
| Est Nbr: | 0047 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0046 | 7502.14 | 100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | ||
| S.P. Initial Payment | 10,149.08 | TP47546 | ||
| 100mm White Preformed Pave Mark, Type4, Grv | ||||
| 0047 | 7508.14 | 300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | ||
| S.P. Initial Payment | 12,949.50 | TP47546 | ||
| 300mm White Preformed Pave Mark, Type 4, Gr | ||||
| 0157 | A010.60 | UNDERDECK LUMINAIRE, TYPE UD-100 | ||
| S.P. Adjustment | -1,393.50 | S1700723 | ||
| Underdeck Luminaire, Type UD-100 | ||||
| Total for estimate 0047: | 21,705.08 | |||
| Est Nbr: | 0048 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0042 | 3075.95 | 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | ||
| S.P. Closure | 0.01 | 422930 | ||
| Dowel Bars | ||||
| S.P. Closure | 0.01 | 422930 | ||
| Dowel Bars | ||||
| 0078 | 4004.50 | CAST IRON GRATE AND FRAME | ||
| S.P. Closure | -951.04 | 103855 | ||
| Cast Iron Grate & Frame | ||||
| 0191 | 7322.01 | TYPE B SIGN | ||
| S.P. Adjustment | -4,723.65 | 52016 | ||
| Type B Sign | ||||
| Total for estimate 0048: | -5,674.67 | |||
| Est Nbr: | 0050 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0143 | 7110.05 | 1.5 METER CHAIN-LINK FENCE | ||
| S.P. Closure | -2,195.10 | J37316 | ||
| 1.5m Chain-Link Fence | ||||
| Total for estimate 0050: | -2,195.10 | |||
| Est Nbr: | 0052 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0046 | 7502.14 | 100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | ||
| S.P. Adjustment | -3,126.00 | TP47546 | ||
| 100mm White Preformed Pave Mark, Type4, Grv | ||||
| 0047 | 7508.14 | 300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | ||
| S.P. Closure | -12,949.50 | TP47546 | ||
| 300mm White Preformed Pave Mark, Type 4, Gr | ||||
| Total for estimate 0052: | -16,075.50 | |||
| Est Nbr: | 0053 | |||
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr |
| 0046 | 7502.14 | 100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | ||
| S.P. Closure | -7,023.08 | TP47546 | ||
| 100mm White Preformed Pave Mark, Type4, Grv | ||||
| Total for estimate 0053: | -7,023.08 | |||
| Total remaining for contract: | -0.00 |
| 1. Contracted | |||
|---|---|---|---|
| 2. Current | |||
| 3. To date | |||
| Item Nbr Item Code | Unit Price | 4. This Est | |
| Item Description | Units | Qty | Amount |
| GROUP 6 BRIDGE AT STA. 160+07.037 | |||
| 0109 0030.60 | 488,899.00 | 1.000 | 488,899.00 |
| MOBILIZATION | LS | 1.000 | 488,899.00 |
| 1.000 | 488,899.00 | ||
| 0.000 | 0.00 | ||
| 0110 1010.01 | 5.92 | 3,410.000 | 20,187.20 |
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 3,410.000 | 20,187.20 |
| 3,410.000 | 20,187.20 | ||
| 0.000 | 0.00 | ||
| 0111 3050.15 | 174.42 | 528.600 | 92,198.41 |
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 528.600 | 92,198.41 |
| 528.600 | 92,198.41 | ||
| 0.000 | 0.00 | ||
| 0112 3051.10 | 1.22 | 25,420.000 | 31,012.40 |
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 25,510.000 | 31,122.20 |
| 25,510.000 | 31,122.20 | ||
| 0.000 | 0.00 | ||
| 0113 6000.10 | 7,969.00 | 1.000 | 7,969.00 |
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,969.00 |
| 1.000 | 7,969.00 | ||
| 0.000 | 0.00 | ||
| 0114 6000.11 | 7,988.00 | 1.000 | 7,988.00 |
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,988.00 |
| 1.000 | 7,988.00 | ||
| 0.000 | 0.00 | ||
| 0115 6000.22 | 4,407.00 | 1.000 | 4,407.00 |
| PIER NO.3 EXCAVATION | LS | 1.000 | 4,407.00 |
| 1.000 | 4,407.00 | ||
| 0.000 | 0.00 | ||
| 0116 6000.23 | 4,667.00 | 1.000 | 4,667.00 |
| PIER NO.4 EXCAVATION | LS | 1.000 | 4,667.00 |
| 1.000 | 4,667.00 | ||
| 0.000 | 0.00 | ||
| 0117 6000.60 | 26,825.00 | 1.000 | 26,825.00 |
| PIER NO.1 EXCAVATION | LS | 1.000 | 26,825.00 |
| 1.000 | 26,825.00 | ||
| 0.000 | 0.00 | ||
| 0118 6000.61 | 21,491.00 | 1.000 | 21,491.00 |
| PIER NO.2 EXCAVATION | LS | 1.000 | 21,491.00 |
| 1.000 | 21,491.00 | ||
| 0.000 | 0.00 | ||
| 0119 6005.35 | 133.25 | 82.200 | 10,953.15 |
| PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 82.200 | 10,953.15 |
| 104.460 | 13,919.30 | ||
| 0.000 | 0.00 | ||
| 0120 6005.60 | 125.78 | 112.000 | 14,087.36 |
| ELASTOMERIC BEARING | EACH | 112.000 | 14,087.36 |
| 112.000 | 14,087.36 | ||
| 0.000 | 0.00 | ||
| 0121 6010.22 | 288.84 | 1,322.200 | 381,904.25 |
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 1,391.100 | 401,805.32 |
| 1,391.100 | 401,805.34 | ||
| 0.000 | 0.00 | ||
| 0122 6010.26 | 338.87 | 1,928.000 | 653,341.36 |
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 1,926.300 | 652,765.28 |
| 1,927.480 | 653,165.15 | ||
| 0.000 | 0.00 | ||
| 0123 6011.11 | 1,361,463.00 | 1.000 | 1,361,463.00 |
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 1,361,463.00 |
| AT STA. 160+07.037 | 1.000 | 1,361,463.00 | |
| 0.000 | 0.00 | ||
| 0124 6030.00 | 135,700.00 | 1.000 | 135,700.00 |
| PREPARATION OF BRIDGE | EACH | 1.000 | 135,700.00 |
| AT STA. 160+02.28 LT. | 1.000 | 135,700.00 | |
| 0.000 | 0.00 | ||
| 0125 6030.01 | 123,647.00 | 1.000 | 123,647.00 |
| PREPARATION OF BRIDGE | EACH | 1.000 | 123,647.00 |
| AT STA. 160+02.28 RT. | 1.000 | 123,647.01 | |
| 0.000 | 0.00 | ||
| 0126 6080.00 | 3.75 | 4,065.000 | 15,243.75 |
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 4,065.000 | 15,243.75 |
| 4,343.000 | 16,286.25 | ||
| 0.000 | 0.00 | ||
| 0127 6081.00 | 3.85 | 2,405.000 | 9,259.25 |
| STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 2,405.000 | 9,259.25 |
| 2,405.000 | 9,259.26 | ||
| 0.000 | 0.00 | ||
| 0128 6104.00 | 6.48 | 2,000.000 | 12,960.00 |
| BROKEN CONCRETE RIPRAP | Mg | 2,000.000 | 12,960.00 |
| 2,000.000 | 12,960.00 | ||
| 0.000 | 0.00 | ||
| 0129 6107.00 | 40.21 | 1,825.000 | 73,383.25 |
| CONCRETE SLOPE PROTECTION | m2 | 1,825.000 | 73,383.25 |
| 1,825.000 | 73,383.26 | ||
| 0.000 | 0.00 | ||
| 0130 6131.50 | 1.24 | 445,325.000 | 552,203.00 |
| EPOXY COATED REINFORCING STEEL | kg | 448,105.000 | 555,650.20 |
| 448,105.000 | 555,650.20 | ||
| 0.000 | 0.00 | ||
| 0131 6139.50 | 24.99 | 206.000 | 5,147.94 |
| SUBSURFACE DRAINAGE MATTING | m2 | 206.000 | 5,147.94 |
| 206.000 | 5,147.95 | ||
| 0.000 | 0.00 | ||
| 0132 6210.14 | 70.00 | 11,247.500 | 787,325.00 |
| HP 310 mm X 79 kg STEEL PILING | m | 11,247.500 | 787,325.00 |
| 11,107.742 | 777,541.94 | ||
| 0.000 | 0.00 | ||
| 0133 6510.55 | 6,187.00 | 1.000 | 6,187.00 |
| TEMPORARY BRIDGE SHORING | LS | 1.000 | 6,187.00 |
| 1.000 | 6,187.00 | ||
| 0.000 | 0.00 | ||
| 0134 6600.02 | 46.54 | 554.200 | 25,792.47 |
| 50 mm CONDUIT IN BRIDGE | m | 554.200 | 25,792.47 |
| 554.200 | 25,792.47 | ||
| 0.000 | 0.00 | ||
| 0135 6601.15 | 26.89 | 250.300 | 6,730.57 |
| 38 mm CONDUIT IN BRIDGE | m | 250.300 | 6,730.57 |
| 250.300 | 6,730.57 | ||
| 0.000 | 0.00 | ||
| 0136 8091.00 | 12.90 | 655.000 | 8,449.50 |
| GRANULAR BACKFILL | m3 | 655.000 | 8,449.50 |
| 655.000 | 8,449.50 | ||
| 0.000 | 0.00 | ||
| 0403 A580.96 | 40.67 | 0.000 | 0.00 |
| INSTALL | m | 860.000 | 34,976.20 |
| Reinforcement for Concrete Protection Barriers | 860.000 | 34,976.20 | |
| 0.000 | 0.00 | ||
| 0404 6210.34 | 42.00 | 0.000 | 0.00 |
| PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING | m | 80.000 | 3,360.00 |
| 100.228 | 4,209.58 | ||
| 0.000 | 0.00 | ||
| 0410 3300.03 | -2,679.01 | 0.000 | 0.00 |
| DEDUCTION | LS | 1.000 | -2,679.01 |
| 1.000 | -2,679.01 | ||
| 0.000 | 0.00 | ||
| 0412 4976.05 | 10,315.74 | 0.000 | 0.00 |
| ADDITIONAL WORK | LS | 1.000 | 10,315.74 |
| Additional work for Bridges due to Plan Error | 1.000 | 10,315.74 | |
| 0.000 | 0.00 | ||
| GROUP 6 BRIDGE AT STA. 160+07.037 | Contracted | 4,889,421.86 | |
| Current | 4,958,276.78 | ||
| In place | 4,953,751.88 | ||
| This Estimate | 0.00 | ||
| GROUP 10 GENERAL ITEMS | |||
| 0195 0001.08 | 0.50 | 23,594.000 | 11,797.00 |
| BARRICADE, TYPE II | BDAY | 23,594.000 | 11,797.00 |
| 4,447.000 | 2,223.50 | ||
| 0.000 | 0.00 | ||
| 0196 0001.10 | 3.10 | 2,086.000 | 6,466.60 |
| BARRICADE, TYPE III | BDAY | 2,086.000 | 6,466.60 |
| 13,544.000 | 41,986.40 | ||
| 0.000 | 0.00 | ||
| 0197 0001.30 | 2.07 | 1,072.000 | 2,219.04 |
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,072.000 | 2,219.04 |
| 2,848.000 | 5,895.36 | ||
| 0.000 | 0.00 | ||
| 0198 0001.90 | 0.26 | 14,260.000 | 3,707.60 |
| SIGN DAY | EACH | 14,260.000 | 3,707.60 |
| 15,867.000 | 4,125.42 | ||
| 0.000 | 0.00 | ||
| 0202 0002.97 | 180.97 | 18.000 | 3,257.46 |
| FLASHING ARROW PANEL | DAY | 18.000 | 3,257.46 |
| 55.000 | 9,953.36 | ||
| 0.000 | 0.00 | ||
| 0208 0020.00 | 0.80 | 2,000.000 | 1,600.00 |
| TRAINING | HOUR | 2,000.000 | 1,600.00 |
| 1,848.500 | 1,478.80 | ||
| 0.000 | 0.00 | ||
| 0209 0030.00 | 1,645.76 | 1.000 | 1,645.76 |
| MOBILIZATION | LS | 1.000 | 1,645.76 |
| 1.000 | 1,645.76 | ||
| 0.000 | 0.00 | ||
| GROUP 10 GENERAL ITEMS | Contracted | 30,693.46 | |
| Current | 30,693.46 | ||
| In place | 67,308.60 | ||
| This Estimate | 0.00 | ||
| GROUP 1 GRADING | |||
| 0001 L006.00 | 145.00 | 7.500 | 1,087.50 |
| COVER CROP SEEDING | ha | 7.500 | 1,087.50 |
| 5.300 | 768.50 | ||
| 0.000 | 0.00 | ||
| 0002 L020.00 | 1.03 | 36,022.000 | 37,102.66 |
| EROSION CONTROL | m2 | 36,022.000 | 37,102.66 |
| 28,759.000 | 29,621.77 | ||
| 0.000 | 0.00 | ||
| 0003 L020.01 | 5.47 | 16,963.000 | 92,787.61 |
| EROSION CONTROL, TYPE A | m2 | 16,963.000 | 92,787.61 |
| 18,131.000 | 99,176.57 | ||
| 0.000 | 0.00 | ||
| 0004 L020.08 | 5.47 | 7,978.000 | 43,639.66 |
| EROSION CONTROL, TYPE AA | m2 | 7,978.000 | 43,639.66 |
| 7,798.000 | 42,655.06 | ||
| 0.000 | 0.00 | ||
| 0005 L020.10 | 1.50 | 1,932.000 | 2,898.00 |
| EROSION CONTROL, TYPE HV | m2 | 1,932.000 | 2,898.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0006 L021.01 | 16.03 | 419.000 | 6,716.57 |
| EROSION CHECKS, TYPE A | BALE | 419.000 | 6,716.57 |
| 639.000 | 10,243.17 | ||
| 0.000 | 0.00 | ||
| 0007 L021.06 | 14.48 | 143.000 | 2,070.64 |
| EROSION CHECKS, TYPE HV | BALE | 143.000 | 2,070.64 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0008 L021.11 | 19.13 | 63.000 | 1,205.19 |
| EROSION CHECKS, TYPE ST-A | BALE | 63.000 | 1,205.19 |
| 63.000 | 1,205.19 | ||
| 0.000 | 0.00 | ||
| 0009 L021.21 | 16.03 | 383.000 | 6,139.49 |
| EROSION CHECKS, TYPE AA | BALE | 383.000 | 6,139.49 |
| 383.000 | 6,139.49 | ||
| 0.000 | 0.00 | ||
| 0010 L022.11 | 6.10 | 2,146.000 | 13,090.60 |
| FABRIC SILT FENCE-LOW POROSITY | m | 2,146.000 | 13,090.60 |
| 1,742.880 | 10,631.57 | ||
| 0.000 | 0.00 | ||
| 0011 L022.12 | 9.82 | 59.000 | 579.38 |
| FABRIC SILT FENCE-HIGH POROSITY | m | 59.000 | 579.38 |
| 567.330 | 5,571.18 | ||
| 0.000 | 0.00 | ||
| 0012 L022.13 | 9.82 | 22.000 | 216.04 |
| FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | m | 22.000 | 216.04 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0013 L022.14 | 10.00 | 5.000 | 50.00 |
| FABRIC SILT FENCE-LOW PROFILE LOW POROSITY | m | 5.000 | 50.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0014 L022.75 | 15.51 | 1,008.000 | 15,634.08 |
| TEMPORARY SILT CHECK | m | 1,008.000 | 15,634.08 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0015 0030.10 | 31,024.00 | 1.000 | 31,024.00 |
| MOBILIZATION | LS | 1.000 | 31,024.00 |
| 1.000 | 31,024.00 | ||
| 0.000 | 0.00 | ||
| 0016 1009.00 | 31,024.00 | 1.000 | 31,024.00 |
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 31,024.00 |
| 1.000 | 31,024.00 | ||
| 0.000 | 0.00 | ||
| 0017 1011.00 | 0.27 | 2,624.000 | 708.48 |
| WATER | kL | 2,624.000 | 708.48 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0018 1016.00 | 620.47 | 24.000 | 14,891.28 |
| RE-ESTABLISH PROPERTY CORNER | EACH | 24.000 | 14,891.28 |
| 24.000 | 14,891.28 | ||
| 0.000 | 0.00 | ||
| 0019 1021.10 | 13.01 | 96.000 | 1,248.96 |
| REMOVE DELINEATOR UNITS | EACH | 96.000 | 1,248.96 |
| 74.000 | 962.74 | ||
| 0.000 | 0.00 | ||
| 0020 1030.00 | 5.38 | 90,492.000 | 486,846.96 |
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 90,492.000 | 486,846.96 |
| 90,492.000 | 486,846.96 | ||
| 0.000 | 0.00 | ||
| 0021 1101.25 | 8.20 | 51.000 | 418.20 |
| SAWING PAVEMENT | m | 51.000 | 418.20 |
| 51.000 | 418.20 | ||
| 0.000 | 0.00 | ||
| 0022 1109.00 | 25.85 | 28.000 | 723.80 |
| REMOVE CURB | m | 28.000 | 723.80 |
| 28.000 | 723.80 | ||
| 0.000 | 0.00 | ||
| 0023 1111.00 | 2.80 | 5,202.100 | 14,565.88 |
| REMOVE FENCE | m | 5,202.100 | 14,565.88 |
| 5,202.100 | 14,565.88 | ||
| 0.000 | 0.00 | ||
| 0024 1122.01 | 6.20 | 130.000 | 806.00 |
| REMOVE CONCRETE MEDIAN SURFACING | m2 | 130.000 | 806.00 |
| 130.000 | 806.00 | ||
| 0.000 | 0.00 | ||
| 0025 1123.00 | 10.34 | 60.000 | 620.40 |
| REMOVE CONCRETE DITCH LINER | m2 | 60.000 | 620.40 |
| 60.000 | 620.40 | ||
| 0.000 | 0.00 | ||
| 0026 3275.20 | 7.76 | 37,139.000 | 288,198.64 |
| CRUSH CONCRETE PAVEMENT | m2 | 37,139.000 | 288,198.64 |
| 37,139.000 | 288,198.64 | ||
| 0.000 | 0.00 | ||
| 0027 4925.00 | 235.05 | 1,006.000 | 236,460.30 |
| NOISE BARRIER | m2 | 1,006.000 | 236,460.30 |
| TYPE B | 1,006.000 | 236,460.31 | |
| 0.000 | 0.00 | ||
| 0028 7017.00 | 9.31 | 1,288.100 | 11,992.21 |
| REMOVE GUARDRAIL | m | 1,355.100 | 12,615.98 |
| 1,199.160 | 11,164.19 | ||
| 0.000 | 0.00 | ||
| 0405 7308.00 | 3,420.80 | 0.000 | 0.00 |
| REMOVE SIGN, STRUCTURE, AND FOUNDATION | EACH | 1.000 | 3,420.80 |
| 1.000 | 3,420.80 | ||
| 0.000 | 0.00 | ||
| 0901 1900.01 | 1.00 | 0.000 | 0.00 |
| FUEL COST ADJUSTMENT | m3 | 5,000.000 | 5,000.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| GROUP 1 GRADING | Contracted | 1,342,746.53 | |
| Current | 1,351,791.10 | ||
| In place | 1,327,139.70 | ||
| This Estimate | 0.00 | ||
| GROUP 3 CONCRETE PAVEMENT | |||
| 0029 A069.15 | 12.93 | 2,191.000 | 28,329.63 |
| 38 mm CONDUIT IN MEDIAN BARRIER | m | 2,191.000 | 28,329.63 |
| 1,686.000 | 21,799.98 | ||
| 0.000 | 0.00 | ||
| 0030 0002.61 | 31.80 | 490.000 | 15,582.00 |
| PLOWABLE PAVEMENT MARKER | EACH | 490.000 | 15,582.00 |
| 540.000 | 17,172.00 | ||
| 0.000 | 0.00 | ||
| 0031 0030.30 | 577,206.00 | 1.000 | 577,206.00 |
| MOBILIZATION | LS | 1.000 | 577,206.00 |
| 1.000 | 577,206.00 | ||
| 0.000 | 0.00 | ||
| 0032 1020.01 | 13.44 | 44.000 | 591.36 |
| DELINEATOR, TYPE I | EACH | 44.000 | 591.36 |
| 44.000 | 591.36 | ||
| 0.000 | 0.00 | ||
| 0033 1020.02 | 16.55 | 63.000 | 1,042.65 |
| DELINEATOR, TYPE II | EACH | 63.000 | 1,042.65 |
| 63.000 | 1,042.65 | ||
| 0.000 | 0.00 | ||
| 0034 2020.50 | 30.33 | 2,215.000 | 67,180.95 |
| SURFACING | m2 | 2,215.000 | 67,180.95 |
| 2,078.650 | 63,045.45 | ||
| 0.000 | 0.00 | ||
| 0035 3008.05 | 3.66 | 469.000 | 1,716.54 |
| TIE BARS | EACH | 469.000 | 1,716.54 |
| 381.000 | 1,394.46 | ||
| 0.000 | 0.00 | ||
| 0036 3011.21 | 36.89 | 40.300 | 1,486.67 |
| CONCRETE CLASS 47B-20 CURB TYPE I | m | 40.300 | 1,486.67 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0037 3017.40 | 25.72 | 135.000 | 3,472.20 |
| CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 135.000 | 3,472.20 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0038 3025.00 | 107.83 | 2,127.450 | 229,402.93 |
| CONCRETE CLASS 47BD-30 MEDIAN BARRIER | m | 2,117.700 | 228,351.59 |
| 2,117.700 | 228,351.59 | ||
| 0.000 | 0.00 | ||
| 0039 3027.00 | 2,666.00 | 6.000 | 15,996.00 |
| CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION | EACH | 6.000 | 15,996.00 |
| 6.000 | 15,996.00 | ||
| 0.000 | 0.00 | ||
| 0040 3075.51 | 35.10 | 2,192.000 | 76,939.20 |
| 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 2,192.000 | 76,939.20 |
| 1,667.389 | 58,525.35 | ||
| 0.000 | 0.00 | ||
| 0041 3075.91 | 33.15 | 25,323.000 | 839,457.45 |
| 355 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 25,323.000 | 839,457.45 |
| 26,435.831 | 876,347.80 | ||
| 0.000 | 0.00 | ||
| 0042 3075.95 | 37.34 | 68,602.000 | 2,561,598.68 |
| 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 67,303.000 | 2,513,094.02 |
| 66,731.568 | 2,491,756.77 | ||
| 0.000 | 0.00 | ||
| 0043 3089.25 | 27.02 | 30,156.000 | 814,815.12 |
| TEMPORARY SURFACING | m2 | 30,156.000 | 814,815.12 |
| 28,739.019 | 776,528.30 | ||
| 0.000 | 0.00 | ||
| 0044 3300.50 | 22,027.00 | 1.000 | 22,027.00 |
| PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 22,027.00 |
| 1.000 | 22,027.00 | ||
| 0.000 | 0.00 | ||
| 0045 4764.35 | 10.12 | 2,211.000 | 22,375.32 |
| 100 mm PERFORATED PIPE UNDERDRAIN | m | 2,211.000 | 22,375.32 |
| 2,211.000 | 22,375.32 | ||
| 0.000 | 0.00 | ||
| 0046 7502.14 | 8.01 | 2,500.000 | 20,025.00 |
| 100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 2,500.000 | 20,025.00 |
| 2,138.000 | 17,125.38 | ||
| 986.000 | 7,897.86 | ||
| 0047 7508.14 | 21.72 | 890.000 | 19,330.80 |
| 300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 890.000 | 19,330.80 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0048 7550.03 | 2.12 | 6,400.000 | 13,568.00 |
| 100 mm YELLOW EPOXY PAVEMENT MARKING | m | 6,400.000 | 13,568.00 |
| 8,168.000 | 17,316.16 | ||
| 0.000 | 0.00 | ||
| 0049 7550.04 | 2.12 | 6,100.000 | 12,932.00 |
| 100 mm WHITE EPOXY PAVEMENT MARKING | m | 6,100.000 | 12,932.00 |
| 5,992.000 | 12,703.04 | ||
| 0.000 | 0.00 | ||
| 0050 8032.00 | 1.46 | 7,117.000 | 10,390.82 |
| CRUSHED CONCRETE FOUNDATION COURSE | m2 | 7,117.000 | 10,390.82 |
| 100 mm TYPE A | 12,097.269 | 17,662.01 | |
| 0.000 | 0.00 | ||
| 0051 8032.04 | 1.36 | 89,000.000 | 121,040.00 |
| CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 89,000.000 | 121,040.00 |
| 83,781.831 | 113,943.28 | ||
| 0.000 | 0.00 | ||
| 0052 8060.05 | 20.21 | 30.000 | 606.30 |
| GRANULAR SUBDRAIN | EACH | 30.000 | 606.30 |
| 25.000 | 505.25 | ||
| 0.000 | 0.00 | ||
| 0053 9005.00 | 51.71 | 100.000 | 5,171.00 |
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 5,171.00 |
| SP4(12.5) | 0.000 | 0.00 | |
| 0.000 | 0.00 | ||
| 0054 9111.00 | 0.51 | 1,492.000 | 760.92 |
| WATER | kL | 1,492.000 | 760.92 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0055 9170.00 | 1,018.61 | 61.219 | 62,358.29 |
| EARTH SHOULDER CONSTRUCTION | StaM | 61.219 | 62,358.29 |
| 56.962 | 58,022.07 | ||
| 0.000 | 0.00 | ||
| 0056 9173.20 | 1.16 | 96,117.000 | 111,495.72 |
| SUBGRADE PREPARATION | m2 | 96,117.000 | 111,495.72 |
| 95,879.100 | 111,219.76 | ||
| 0.000 | 0.00 | ||
| 0057 9179.34 | 4.45 | 24,156.000 | 107,494.20 |
| COLD MILLING, CLASS 4 | m2 | 24,156.000 | 107,494.20 |
| 23,279.150 | 103,592.21 | ||
| 0.000 | 0.00 | ||
| 0058 9188.50 | 27.18 | 336.000 | 9,132.48 |
| SURFACING UNDER GUARDRAIL | m2 | 336.000 | 9,132.48 |
| 572.630 | 15,564.08 | ||
| 0.000 | 0.00 | ||
| 0406 6010.40 | 501.60 | 0.000 | 0.00 |
| CLASS 47BD-30 CONCRETE FOR BARRIER | m3 | 8.900 | 4,464.24 |
| Concrete Class 47BD-30 Special Median Barrier | 8.900 | 4,464.24 | |
| 0.000 | 0.00 | ||
| 0407 6131.61 | 3.33 | 0.000 | 0.00 |
| EPOXY COATED REINFORCING STEEL FOR BARRIER | kg | 265.200 | 883.12 |
| Reinforcing Steel for Special Median Barrier | 265.200 | 883.12 | |
| 0.000 | 0.00 | ||
| 0411 3040.13 | 99.01 | 0.000 | 0.00 |
| CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 228.490 | 22,622.79 |
| 228.490 | 22,622.79 | ||
| 0.000 | 0.00 | ||
| 0414 3075.95 | 14.94 | 0.000 | 0.00 |
| 355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 1,299.000 | 19,407.06 |
| 1,299.000 | 19,407.06 | ||
| 0.000 | 0.00 | ||
| 0416 3300.60 | 0.112 | 0.000 | 0.00 |
| SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT | m2 | 45,975.600 | 5,149.27 |
| 45,975.600 | 5,149.27 | ||
| 0.000 | 0.00 | ||
| 0417 3300.03 | -7,379.88 | 0.000 | 0.00 |
| DEDUCTION | LS | 1.000 | -7,379.88 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| GROUP 3 CONCRETE PAVEMENT | Contracted | 5,773,525.23 | |
| Current | 5,769,115.82 | ||
| In place | 5,694,339.75 | ||
| This Estimate | 7,897.86 | ||
| GROUP 4 CULVERTS | |||
| 0059 P120.30 | 109.79 | 13.000 | 1,427.27 |
| 750 mm CULVERT PIPE, TYPE 2 | m | 13.000 | 1,427.27 |
| 11.000 | 1,207.69 | ||
| 0.000 | 0.00 | ||
| 0060 P120.48 | 279.44 | 20.500 | 5,728.52 |
| 1200 mm CULVERT PIPE, TYPE 2 | m | 20.500 | 5,728.52 |
| 20.500 | 5,728.52 | ||
| 0.000 | 0.00 | ||
| 0061 P150.18 | 71.97 | 64.400 | 4,634.87 |
| 450 mm CULVERT PIPE, TYPE 5 | m | 64.400 | 4,634.87 |
| 64.400 | 4,634.87 | ||
| 0.000 | 0.00 | ||
| 0062 P400.18 | 63.91 | 57.900 | 3,700.39 |
| 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 57.900 | 3,700.39 |
| 57.900 | 3,700.39 | ||
| 0.000 | 0.00 | ||
| 0063 P402.24 | 72.83 | 19.000 | 1,383.77 |
| 600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 19.000 | 1,383.77 |
| 19.000 | 1,383.77 | ||
| 0.000 | 0.00 | ||
| 0064 P700.18 | 60.59 | 1,699.000 | 102,942.41 |
| 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 1,699.000 | 102,942.41 |
| 1,664.300 | 100,839.94 | ||
| 0.000 | 0.00 | ||
| 0065 P700.24 | 99.30 | 147.500 | 14,646.75 |
| 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 147.500 | 14,646.75 |
| 147.500 | 14,646.75 | ||
| 0.000 | 0.00 | ||
| 0066 P702.18 | 61.96 | 18.600 | 1,152.46 |
| 450 mm STORM SEWER PIPE, TYPE 1 | m | 18.600 | 1,152.46 |
| 18.600 | 1,152.46 | ||
| 0.000 | 0.00 | ||
| 0067 P702.21 | 71.00 | 9.200 | 653.20 |
| 525 mm STORM SEWER PIPE, TYPE 1 | m | 9.200 | 653.20 |
| 9.200 | 653.20 | ||
| 0.000 | 0.00 | ||
| 0068 P702.30 | 138.70 | 14.400 | 1,997.28 |
| 750 mm STORM SEWER PIPE, TYPE 1 | m | 14.400 | 1,997.28 |
| 12.400 | 1,719.88 | ||
| 0.000 | 0.00 | ||
| 0069 P702.42 | 189.62 | 12.700 | 2,408.17 |
| 1050 mm STORM SEWER PIPE, TYPE 1 | m | 12.700 | 2,408.17 |
| 12.700 | 2,408.17 | ||
| 0.000 | 0.00 | ||
| 0070 P702.54 | 272.37 | 16.500 | 4,494.11 |
| 1350 mm STORM SEWER PIPE, TYPE 1 | m | 16.500 | 4,494.11 |
| 16.500 | 4,494.11 | ||
| 0.000 | 0.00 | ||
| 0071 P702.60 | 373.37 | 19.100 | 7,131.37 |
| 1500 mm STORM SEWER PIPE, TYPE 1 | m | 19.100 | 7,131.37 |
| 20.300 | 7,579.41 | ||
| 0.000 | 0.00 | ||
| 0072 P775.21 | 125.05 | 34.000 | 4,251.70 |
| 525 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 34.000 | 4,251.70 |
| 34.000 | 4,251.70 | ||
| 0.000 | 0.00 | ||
| 0073 0030.40 | 25,178.00 | 1.000 | 25,178.00 |
| MOBILIZATION | LS | 1.000 | 25,178.00 |
| 1.000 | 25,178.00 | ||
| 0.000 | 0.00 | ||
| 0074 1043.50 | 1.09 | 476.000 | 518.84 |
| RIPRAP FILTER FABRIC | m2 | 476.000 | 518.84 |
| 1,091.000 | 1,189.19 | ||
| 0.000 | 0.00 | ||
| 0075 1090.02 | 447.00 | 1.000 | 447.00 |
| ABANDON INLET | EACH | 1.000 | 447.00 |
| 1.000 | 447.00 | ||
| 0.000 | 0.00 | ||
| 0076 1119.00 | 162.00 | 10.000 | 1,620.00 |
| REMOVE INLET | EACH | 10.000 | 1,620.00 |
| 9.000 | 1,458.00 | ||
| 0.000 | 0.00 | ||
| 0077 3017.50 | 88.93 | 275.000 | 24,455.75 |
| INTERLOCKING CONCRETE PAVER BLOCK | m2 | 275.000 | 24,455.75 |
| 220.000 | 19,564.60 | ||
| 0.000 | 0.00 | ||
| 0078 4004.50 | 2.57 | 31,841.000 | 81,831.37 |
| CAST IRON GRATE AND FRAME | kg | 31,841.000 | 81,831.37 |
| 31,841.000 | 81,831.37 | ||
| 0.000 | 0.00 | ||
| 0079 4005.00 | 1.58 | 156.000 | 246.48 |
| CAST IRON RING AND COVER | kg | 156.000 | 246.48 |
| 156.000 | 246.48 | ||
| 0.000 | 0.00 | ||
| 0080 4016.00 | 11,314.00 | 1.000 | 11,314.00 |
| MANHOLE | EACH | 1.000 | 11,314.00 |
| AT STA. 156+03.52 LT. | 1.000 | 11,314.00 | |
| 0.000 | 0.00 | ||
| 0081 4035.00 | 39.00 | 2.000 | 78.00 |
| REMOVE FLARED-END SECTION | EACH | 2.000 | 78.00 |
| 2.000 | 78.00 | ||
| 0.000 | 0.00 | ||
| 0082 4040.00 | 75.32 | 20.000 | 1,506.40 |
| REMOVE HEADWALLS FROM CULVERTS | EACH | 20.000 | 1,506.40 |
| 20.000 | 1,506.40 | ||
| 0.000 | 0.00 | ||
| 0083 4043.50 | 21.23 | 408.800 | 8,678.82 |
| REMOVE SEWER PIPE | m | 408.800 | 8,678.82 |
| 400.500 | 8,502.61 | ||
| 0.000 | 0.00 | ||
| 0084 4044.00 | 807.00 | 1.000 | 807.00 |
| PREPARATION OF STRUCTURE | EACH | 1.000 | 807.00 |
| AT STA. 163+68.6 | 1.000 | 807.00 | |
| 0.000 | 0.00 | ||
| 0085 4050.01 | 3.15 | 514.000 | 1,619.10 |
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 514.000 | 1,619.10 |
| 486.000 | 1,530.90 | ||
| 0.000 | 0.00 | ||
| 0086 4051.01 | 13.78 | 58.000 | 799.24 |
| EXCAVATION FOR BOX CULVERTS | m3 | 58.000 | 799.24 |
| 58.000 | 799.24 | ||
| 0.000 | 0.00 | ||
| 0087 4101.06 | 311.48 | 52.240 | 16,271.72 |
| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 52.240 | 16,271.72 |
| 52.240 | 16,271.71 | ||
| 0.000 | 0.00 | ||
| 0088 4105.59 | 546.84 | 140.960 | 77,082.57 |
| CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 140.960 | 77,082.57 |
| 140.960 | 77,082.58 | ||
| 0.000 | 0.00 | ||
| 0089 4107.07 | 238.00 | 9.520 | 2,265.76 |
| CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 9.520 | 2,265.76 |
| 9.340 | 2,222.92 | ||
| 0.000 | 0.00 | ||
| 0090 4130.06 | 6,911.27 | 0.330 | 2,280.72 |
| CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.330 | 2,280.72 |
| 0.210 | 1,451.37 | ||
| 0.000 | 0.00 | ||
| 0091 4151.00 | 1.70 | 2,463.000 | 4,187.10 |
| REINFORCING STEEL FOR BOX CULVERT | kg | 2,463.000 | 4,187.10 |
| 2,463.000 | 4,187.10 | ||
| 0.000 | 0.00 | ||
| 0092 4155.50 | 0.66 | 5,219.000 | 3,444.54 |
| REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 5,219.000 | 3,444.54 |
| 5,287.000 | 3,489.42 | ||
| 0.000 | 0.00 | ||
| 0093 4157.00 | 0.66 | 349.000 | 230.34 |
| REINFORCING STEEL FOR COLLARS | kg | 349.000 | 230.34 |
| 344.000 | 227.04 | ||
| 0.000 | 0.00 | ||
| 0094 4310.18 | 301.45 | 11.000 | 3,315.95 |
| 450 mm FLARED-END SECTION | EACH | 11.000 | 3,315.95 |
| 9.000 | 2,713.05 | ||
| 0.000 | 0.00 | ||
| 0095 4310.21 | 313.00 | 1.000 | 313.00 |
| 525 mm FLARED-END SECTION | EACH | 1.000 | 313.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0096 4310.24 | 336.00 | 5.000 | 1,680.00 |
| 600 mm FLARED-END SECTION | EACH | 5.000 | 1,680.00 |
| 5.000 | 1,680.00 | ||
| 0.000 | 0.00 | ||
| 0097 4310.30 | 395.00 | 3.000 | 1,185.00 |
| 750 mm FLARED-END SECTION | EACH | 3.000 | 1,185.00 |
| 3.000 | 1,185.00 | ||
| 0.000 | 0.00 | ||
| 0098 4310.42 | 642.00 | 1.000 | 642.00 |
| 1050 mm FLARED-END SECTION | EACH | 1.000 | 642.00 |
| 1.000 | 642.00 | ||
| 0.000 | 0.00 | ||
| 0099 4310.48 | 868.00 | 2.000 | 1,736.00 |
| 1200 mm FLARED-END SECTION | EACH | 2.000 | 1,736.00 |
| 2.000 | 1,736.00 | ||
| 0.000 | 0.00 | ||
| 0100 4310.54 | 959.00 | 1.000 | 959.00 |
| 1350 mm FLARED-END SECTION | EACH | 1.000 | 959.00 |
| 1.000 | 959.00 | ||
| 0.000 | 0.00 | ||
| 0101 4310.60 | 1,074.00 | 1.000 | 1,074.00 |
| 1500 mm FLARED-END SECTION | EACH | 1.000 | 1,074.00 |
| 1.000 | 1,074.00 | ||
| 0.000 | 0.00 | ||
| 0102 4320.21 | 459.00 | 2.000 | 918.00 |
| 525 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 2.000 | 918.00 |
| 2.000 | 918.00 | ||
| 0.000 | 0.00 | ||
| 0103 6104.00 | 5.71 | 458.000 | 2,615.18 |
| BROKEN CONCRETE RIPRAP | Mg | 458.000 | 2,615.18 |
| 709.000 | 4,048.39 | ||
| 0.000 | 0.00 | ||
| GROUP 4 CULVERTS | Contracted | 435,853.13 | |
| Current | 435,853.13 | ||
| In place | 428,741.23 | ||
| This Estimate | 0.00 | ||
| GROUP 5 SEEDING | |||
| 0104 L001.01 | 2,145.00 | 5.500 | 11,797.50 |
| SEEDING, TYPE A | ha | 5.500 | 11,797.50 |
| 6.048 | 12,972.96 | ||
| 0.000 | 0.00 | ||
| 0105 L001.02 | 1,162.00 | 2.000 | 2,324.00 |
| SEEDING, TYPE B | ha | 2.000 | 2,324.00 |
| 4.500 | 5,229.00 | ||
| 0.490 | 569.38 | ||
| 0106 L020.07 | 3.73 | 2,015.000 | 7,515.95 |
| EROSION CONTROL, TYPE B-1 | m2 | 2,015.000 | 7,515.95 |
| 2,015.000 | 7,515.95 | ||
| 0.000 | 0.00 | ||
| 0107 L032.75 | 56.88 | 34.000 | 1,933.92 |
| MULCH | Mg | 34.000 | 1,933.92 |
| 36.970 | 2,102.85 | ||
| 0.000 | 0.00 | ||
| 0108 0030.50 | 103.00 | 1.000 | 103.00 |
| MOBILIZATION | LS | 1.000 | 103.00 |
| 1.000 | 103.00 | ||
| 0.000 | 0.00 | ||
| GROUP 5 SEEDING | Contracted | 23,674.37 | |
| Current | 23,674.37 | ||
| In place | 27,923.76 | ||
| This Estimate | 569.38 | ||
| GROUP 7 GUARDRAIL | |||
| 0137 0030.70 | 785.00 | 1.000 | 785.00 |
| MOBILIZATION | LS | 1.000 | 785.00 |
| 1.000 | 785.00 | ||
| 0.000 | 0.00 | ||
| 0138 7011.20 | 50.93 | 262.900 | 13,389.50 |
| W-BEAM GUARDRAIL | m | 262.900 | 13,389.50 |
| 262.900 | 13,389.50 | ||
| 0.000 | 0.00 | ||
| 0139 7020.00 | 1,448.00 | 2.000 | 2,896.00 |
| BRIDGE APPROACH SECTIONS | EACH | 2.000 | 2,896.00 |
| 2.000 | 2,896.00 | ||
| 0.000 | 0.00 | ||
| 0140 7022.00 | 414.00 | 1.000 | 414.00 |
| END ANCHORAGE ASSEMBLY | EACH | 1.000 | 414.00 |
| 1.000 | 414.00 | ||
| 0.000 | 0.00 | ||
| 0141 7024.25 | 2,585.00 | 2.000 | 5,170.00 |
| GUARDRAIL END TREATMENT, TYPE I | EACH | 2.000 | 5,170.00 |
| 2.000 | 5,170.00 | ||
| 0.000 | 0.00 | ||
| 0401 7016.10 | 1,113.00 | 0.000 | 0.00 |
| REMOVING AND RESETTING GUARDRAIL | LS | 1.000 | 1,113.00 |
| 1.000 | 1,113.00 | ||
| 0.000 | 0.00 | ||
| GROUP 7 GUARDRAIL | Contracted | 22,654.50 | |
| Current | 23,767.50 | ||
| In place | 23,767.50 | ||
| This Estimate | 0.00 | ||
| GROUP 7B FENCE | |||
| 0142 0030.71 | 1.00 | 1.000 | 1.00 |
| MOBILIZATION | LS | 1.000 | 1.00 |
| 1.000 | 1.00 | ||
| 0.000 | 0.00 | ||
| 0143 7110.05 | 22.17 | 5,225.300 | 115,844.90 |
| 1.5 METER CHAIN-LINK FENCE | m | 5,225.300 | 115,844.90 |
| 5,029.300 | 111,499.58 | ||
| 0.000 | 0.00 | ||
| 0144 7111.05 | 124.00 | 2.000 | 248.00 |
| PRIVATE FENCE TERMINALS FOR 1.5 METER CHAIN-LINK FENCE | EACH | 2.000 | 248.00 |
| 2.000 | 248.00 | ||
| 0.000 | 0.00 | ||
| 0145 7112.05 | 78.00 | 3.000 | 234.00 |
| TAKE DOWN PANEL FOR 1.5 METER CHAIN-LINK FENCE | EACH | 3.000 | 234.00 |
| 3.000 | 234.00 | ||
| 0.000 | 0.00 | ||
| 0146 7114.15 | 155.00 | 7.000 | 1,085.00 |
| CHANNEL CROSSING, TYPE A FOR 1.5 METER CHAIN-LINK FENCE | EACH | 7.000 | 1,085.00 |
| 6.000 | 930.00 | ||
| 0.000 | 0.00 | ||
| 0147 7115.05 | 67.22 | 14.000 | 941.08 |
| END POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 14.000 | 941.08 |
| 14.000 | 941.08 | ||
| 0.000 | 0.00 | ||
| 0148 7116.05 | 93.07 | 40.000 | 3,722.80 |
| CORNER POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 40.000 | 3,722.80 |
| 39.000 | 3,629.73 | ||
| 0.000 | 0.00 | ||
| 0149 7117.05 | 196.48 | 24.000 | 4,715.52 |
| PULL POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 24.000 | 4,715.52 |
| 22.000 | 4,322.56 | ||
| 0.000 | 0.00 | ||
| GROUP 7B FENCE | Contracted | 126,792.30 | |
| Current | 126,792.30 | ||
| In place | 121,805.95 | ||
| This Estimate | 0.00 | ||
| GROUP 8B ELECTRICAL | |||
| 0150 A001.12 | 465.00 | 3.000 | 1,395.00 |
| PULL BOX, TYPE PB-5 | EACH | 3.000 | 1,395.00 |
| 3.000 | 1,395.00 | ||
| 0.000 | 0.00 | ||
| 0151 A001.16 | 502.00 | 5.000 | 2,510.00 |
| PULL BOX, TYPE PB-6 | EACH | 5.000 | 2,510.00 |
| 5.000 | 2,510.00 | ||
| 0.000 | 0.00 | ||
| 0152 A001.55 | 414.00 | 1.000 | 414.00 |
| SERVICE BOX | EACH | 1.000 | 414.00 |
| 600 mm X 900 mm | 1.000 | 414.00 | |
| 0.000 | 0.00 | ||
| 0153 A009.52 | 2,285.00 | 5.000 | 11,425.00 |
| STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20 | EACH | 5.000 | 11,425.00 |
| 5.000 | 11,425.00 | ||
| 0.000 | 0.00 | ||
| 0154 A009.73 | 2,311.26 | 40.000 | 92,450.40 |
| STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20 | EACH | 40.000 | 92,450.40 |
| 40.000 | 92,450.40 | ||
| 0.000 | 0.00 | ||
| 0155 A010.20 | 889.34 | 18.000 | 16,008.12 |
| LUMINAIRE, TYPE HML-A-1KW | EACH | 18.000 | 16,008.12 |
| 18.000 | 16,008.12 | ||
| 0.000 | 0.00 | ||
| 0156 A010.26 | 838.00 | 6.000 | 5,028.00 |
| LUMINAIRE, TYPE HML-V-1KW | EACH | 6.000 | 5,028.00 |
| 6.000 | 5,028.00 | ||
| 0.000 | 0.00 | ||
| 0157 A010.60 | 517.00 | 6.000 | 3,102.00 |
| UNDERDECK LUMINAIRE, TYPE UD-100 | EACH | 6.000 | 3,102.00 |
| 6.000 | 3,102.00 | ||
| 0.000 | 0.00 | ||
| 0158 A018.78 | 1,448.00 | 2.000 | 2,896.00 |
| TRANSPORT HIGH MAST TOWER | EACH | 2.000 | 2,896.00 |
| 2.000 | 2,896.00 | ||
| 0.000 | 0.00 | ||
| 0159 A018.81 | 3,723.00 | 4.000 | 14,892.00 |
| FOUNDATION DESIGN | EACH | 4.000 | 14,892.00 |
| 4.000 | 14,892.00 | ||
| 0.000 | 0.00 | ||
| 0160 A018.82 | 196.48 | 45.900 | 9,018.43 |
| CONCRETE FOR FOUNDATION | m3 | 45.900 | 9,018.43 |
| 46.400 | 9,116.68 | ||
| 0.000 | 0.00 | ||
| 0161 A018.83 | 2.90 | 2,200.000 | 6,380.00 |
| REINFORCING STEEL | kg | 2,200.000 | 6,380.00 |
| 2,284.000 | 6,623.60 | ||
| 0.000 | 0.00 | ||
| 0162 A018.84 | 206.82 | 24.000 | 4,963.68 |
| ANCHOR BOLTS | EACH | 24.000 | 4,963.68 |
| 16.000 | 3,309.12 | ||
| 0.000 | 0.00 | ||
| 0163 A020.17 | 1,965.00 | 4.000 | 7,860.00 |
| LIGHTING CONTROL CENTER, TYPE P | EACH | 4.000 | 7,860.00 |
| 4.000 | 7,860.00 | ||
| 0.000 | 0.00 | ||
| 0164 A020.36 | 7,239.00 | 1.000 | 7,239.00 |
| LIGHTING CONTROL CENTER, TYPE R-2 | EACH | 1.000 | 7,239.00 |
| 1.000 | 7,239.00 | ||
| 0.000 | 0.00 | ||
| 0165 A070.10 | 11.38 | 476.000 | 5,416.88 |
| 38 mm CONDUIT IN TRENCH | m | 476.000 | 5,416.88 |
| 474.000 | 5,394.12 | ||
| 0.000 | 0.00 | ||
| 0166 A070.14 | 15.51 | 187.000 | 2,900.37 |
| 50 mm CONDUIT IN TRENCH | m | 187.000 | 2,900.37 |
| 128.000 | 1,985.28 | ||
| 0.000 | 0.00 | ||
| 0167 A070.18 | 26.00 | 2.000 | 52.00 |
| 75 mm CONDUIT IN TRENCH | m | 2.000 | 52.00 |
| 2.000 | 52.00 | ||
| 0.000 | 0.00 | ||
| 0168 A072.14 | 15.51 | 32.000 | 496.32 |
| 50 mm CONDUIT UNDER ROADWAY | m | 32.000 | 496.32 |
| 23.000 | 356.73 | ||
| 0.000 | 0.00 | ||
| 0169 A074.12 | 36.19 | 88.000 | 3,184.72 |
| 38 mm CONDUIT, JACKED | m | 88.000 | 3,184.72 |
| 88.000 | 3,184.72 | ||
| 0.000 | 0.00 | ||
| 0170 A074.14 | 46.54 | 30.000 | 1,396.20 |
| 50 mm CONDUIT, JACKED | m | 30.000 | 1,396.20 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0171 A080.10 | 4.14 | 1,772.000 | 7,336.08 |
| STREET LIGHTING CABLE, NO. 2 USE | m | 1,772.000 | 7,336.08 |
| 1,772.000 | 7,336.08 | ||
| 0.000 | 0.00 | ||
| 0172 A080.22 | 2.17 | 2,764.000 | 5,997.88 |
| STREET LIGHTING CABLE, NO. 6 BARE | m | 2,764.000 | 5,997.88 |
| 2,764.000 | 5,997.88 | ||
| 0.000 | 0.00 | ||
| 0173 A080.24 | 2.28 | 5,692.000 | 12,977.76 |
| STREET LIGHTING CABLE, NO. 6 USE | m | 5,692.000 | 12,977.76 |
| 5,692.000 | 12,977.76 | ||
| 0.000 | 0.00 | ||
| 0174 A082.34 | 6.72 | 435.000 | 2,923.20 |
| DIRECT BURIAL CABLE, NO. 6 USE | m | 435.000 | 2,923.20 |
| 145.000 | 974.40 | ||
| 0.000 | 0.00 | ||
| 0175 A620.02 | 491.00 | 1.000 | 491.00 |
| REMOVE LIGHTING CONTROL CENTER | EACH | 1.000 | 491.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0176 A750.10 | 16,753.00 | 2.000 | 33,506.00 |
| MODIFY HIGH MAST TOWER | EACH | 2.000 | 33,506.00 |
| TYPE A | 2.000 | 33,506.00 | |
| 0.000 | 0.00 | ||
| 0177 A750.11 | 14,995.00 | 1.000 | 14,995.00 |
| MODIFY HIGH MAST TOWER | EACH | 1.000 | 14,995.00 |
| TYPE B | 1.000 | 14,995.00 | |
| 0.000 | 0.00 | ||
| 0178 A750.12 | 14,995.00 | 1.000 | 14,995.00 |
| MODIFY HIGH MAST TOWER | EACH | 1.000 | 14,995.00 |
| TYPE C | 1.000 | 14,995.00 | |
| 0.000 | 0.00 | ||
| 0179 A780.05 | 3,878.00 | 1.000 | 3,878.00 |
| TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 3,878.00 |
| AT STA. 139+00 | 1.000 | 3,878.00 | |
| 0.000 | 0.00 | ||
| 0180 A780.06 | 3,878.00 | 1.000 | 3,878.00 |
| TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 3,878.00 |
| AT STA. 165+30 | 1.000 | 3,878.00 | |
| 0.000 | 0.00 | ||
| 0181 A800.56 | 6.20 | 976.000 | 6,051.20 |
| OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 976.000 | 6,051.20 |
| 549.000 | 3,403.80 | ||
| 0.000 | 0.00 | ||
| 0182 0030.81 | 10,341.00 | 1.000 | 10,341.00 |
| MOBILIZATION | LS | 1.000 | 10,341.00 |
| 1.000 | 10,341.00 | ||
| 0.000 | 0.00 | ||
| 0409 A780.08 | 14,007.00 | 0.000 | 0.00 |
| TEMPORARY LIGHTING SYSTEM FOR CROSSOVER | EACH | 1.000 | 14,007.00 |
| 1.000 | 14,007.00 | ||
| 0.000 | 0.00 | ||
| 0413 A724.01 | 1,045.00 | 0.000 | 0.00 |
| RELOCATE TRAFFIC SIGNAL | EACH | 1.000 | 1,045.00 |
| 1.000 | 1,045.00 | ||
| 0.000 | 0.00 | ||
| 0415 A501.00 | 3,512.47 | 0.000 | 0.00 |
| INSTALL TRAFFIC SIGNAL, TYPE TS-1 | EACH | 1.000 | 3,512.47 |
| 1.000 | 3,512.47 | ||
| 0.000 | 0.00 | ||
| GROUP 8B ELECTRICAL | Contracted | 316,398.24 | |
| Current | 334,962.71 | ||
| In place | 326,089.16 | ||
| This Estimate | 0.00 | ||
| GROUP 8C SIGNING | |||
| 0183 A010.08 | 931.00 | 10.000 | 9,310.00 |
| LUMINAIRE, TYPE HPS-150 | EACH | 10.000 | 9,310.00 |
| 10.000 | 9,310.00 | ||
| 0.000 | 0.00 | ||
| 0184 0030.82 | 8,273.00 | 1.000 | 8,273.00 |
| MOBILIZATION | LS | 1.000 | 8,273.00 |
| 1.000 | 8,273.00 | ||
| 0.000 | 0.00 | ||
| 0185 7308.00 | 776.00 | 10.000 | 7,760.00 |
| REMOVE SIGN, STRUCTURE, AND FOUNDATION | EACH | 10.000 | 7,760.00 |
| 10.000 | 7,760.00 | ||
| 0.000 | 0.00 | ||
| 0186 7312.00 | 31,024.00 | 1.000 | 31,024.00 |
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 31,024.00 |
| 1 | 1.000 | 31,024.00 | |
| 0.000 | 0.00 | ||
| 0187 7312.01 | 37,228.00 | 1.000 | 37,228.00 |
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 37,228.00 |
| 3 | 1.000 | 37,228.00 | |
| 0.000 | 0.00 | ||
| 0188 7312.02 | 31,282.00 | 1.000 | 31,282.00 |
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 31,282.00 |
| 4 | 1.000 | 31,282.00 | |
| 0.000 | 0.00 | ||
| 0189 7312.03 | 43,661.00 | 1.000 | 43,661.00 |
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 43,661.00 |
| 6 | 1.000 | 43,661.00 | |
| 0.000 | 0.00 | ||
| 0190 7312.04 | 42,916.00 | 1.000 | 42,916.00 |
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 42,916.00 |
| 8 | 1.000 | 42,916.00 | |
| 0.000 | 0.00 | ||
| 0191 7322.01 | 186.14 | 160.583 | 29,890.92 |
| TYPE B SIGN | m2 | 160.583 | 29,890.92 |
| 160.583 | 29,890.91 | ||
| 0.000 | 0.00 | ||
| 0192 7340.00 | 4.34 | 1,492.800 | 6,478.75 |
| STRUCTURAL STEEL FOR SIGN SUPPORTS | kg | 1,492.800 | 6,478.75 |
| 1,492.800 | 6,478.75 | ||
| 0.000 | 0.00 | ||
| 0193 7360.24 | 527.00 | 6.000 | 3,162.00 |
| 600 mm SIGN SUPPORT FOOTING | EACH | 6.000 | 3,162.00 |
| 6.000 | 3,162.00 | ||
| 0.000 | 0.00 | ||
| 0194 7360.30 | 698.00 | 6.000 | 4,188.00 |
| 750 mm SIGN SUPPORT FOOTING | EACH | 6.000 | 4,188.00 |
| 6.000 | 4,188.00 | ||
| 0.000 | 0.00 | ||
| 0408 A017.58 | 11,111.92 | 0.000 | 0.00 |
| CONCRETE FOUNDATION | EACH | 1.000 | 11,111.92 |
| Sign Structure Foundation | 1.000 | 11,111.92 | |
| 0.000 | 0.00 | ||
| GROUP 8C SIGNING | Contracted | 255,173.67 | |
| Current | 266,285.59 | ||
| In place | 266,285.58 | ||
| This Estimate | 0.00 | ||
| GROUP 10 GENERAL ITEMS | |||
| 0195 0001.08 | 0.50 | 49,602.000 | 24,801.00 |
| BARRICADE, TYPE II | BDAY | 49,602.000 | 24,801.00 |
| 43,333.000 | 21,666.50 | ||
| 100.000 | 50.00 | ||
| 0196 0001.10 | 3.10 | 4,391.000 | 13,612.10 |
| BARRICADE, TYPE III | BDAY | 4,391.000 | 13,612.10 |
| 8,216.000 | 25,469.60 | ||
| 0.000 | 0.00 | ||
| 0197 0001.30 | 2.07 | 2,268.000 | 4,694.76 |
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,268.000 | 4,694.76 |
| 2,891.000 | 5,984.37 | ||
| 0.000 | 0.00 | ||
| 0198 0001.90 | 0.26 | 29,996.000 | 7,798.96 |
| SIGN DAY | EACH | 29,996.000 | 7,798.96 |
| 55,772.000 | 14,500.72 | ||
| 12.000 | 3.12 | ||
| 0199 0002.30 | 0.72 | 10,000.000 | 7,200.00 |
| PAVEMENT MARKING REMOVAL | m | 10,000.000 | 7,200.00 |
| 15,022.880 | 10,816.47 | ||
| 0.000 | 0.00 | ||
| 0200 0002.44 | 0.62 | 28,000.000 | 17,360.00 |
| TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 28,000.000 | 17,360.00 |
| 65,997.840 | 40,918.66 | ||
| 0.000 | 0.00 | ||
| 0201 0002.47 | 0.93 | 14,000.000 | 13,020.00 |
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 14,000.000 | 13,020.00 |
| 17,902.650 | 16,649.47 | ||
| 0.000 | 0.00 | ||
| 0202 0002.97 | 180.97 | 48.000 | 8,686.56 |
| FLASHING ARROW PANEL | DAY | 48.000 | 8,686.56 |
| 84.000 | 15,201.48 | ||
| 2.000 | 361.94 | ||
| 0203 0003.51 | 7.83 | 8,800.000 | 68,904.00 |
| INSTALL CONCRETE PROTECTION BARRIER | m | 8,800.000 | 68,904.00 |
| 7,335.200 | 57,434.62 | ||
| 0.000 | 0.00 | ||
| 0204 0003.53 | 27.92 | 2,700.000 | 75,384.00 |
| TEMPORARY GLARE SCREEN | m | 2,700.000 | 75,384.00 |
| 2,644.000 | 73,820.48 | ||
| 0.000 | 0.00 | ||
| 0205 0003.58 | 2,275.00 | 9.000 | 20,475.00 |
| INERTIAL BARRIER SYSTEM | EACH | 9.000 | 20,475.00 |
| 7.000 | 15,925.00 | ||
| 0.000 | 0.00 | ||
| 0206 0003.64 | 827.00 | 4.000 | 3,308.00 |
| REPLACEMENT MODULE | EACH | 4.000 | 3,308.00 |
| 9.000 | 7,443.00 | ||
| 0.000 | 0.00 | ||
| 0207 0010.04 | 1,670.00 | 1.000 | 1,670.00 |
| FIELD OFFICE | EACH | 1.000 | 1,670.00 |
| 1.000 | 1,670.00 | ||
| 0.000 | 0.00 | ||
| 0209 0030.00 | 29,378.24 | 1.000 | 29,378.24 |
| MOBILIZATION | LS | 1.000 | 29,378.24 |
| 1.000 | 29,378.24 | ||
| 0.000 | 0.00 | ||
| 0210 6020.00 | 21.00 | 7.300 | 153.30 |
| REINFORCING STEEL FOR BRIDGE | kg | 7.300 | 153.30 |
| 7.300 | 153.30 | ||
| 0.000 | 0.00 | ||
| 0211 6390.13 | 259.00 | 1.200 | 310.80 |
| REMOVE BRIDGE CURB | m | 1.200 | 310.80 |
| 1.200 | 310.80 | ||
| 0.000 | 0.00 | ||
| 0212 9110.01 | 77.56 | 60.000 | 4,653.60 |
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 60.000 | 4,653.60 |
| 53.750 | 4,168.85 | ||
| 0.000 | 0.00 | ||
| 0213 9110.02 | 93.00 | 10.000 | 930.00 |
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 930.00 |
| 8.250 | 767.25 | ||
| 0.000 | 0.00 | ||
| 0214 9110.03 | 62.05 | 60.000 | 3,723.00 |
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 60.000 | 3,723.00 |
| 43.500 | 2,699.18 | ||
| 0.000 | 0.00 | ||
| 0215 9110.07 | 93.07 | 60.000 | 5,584.20 |
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 60.000 | 5,584.20 |
| 89.000 | 8,283.24 | ||
| 0.000 | 0.00 | ||
| 0402 0002.48 | 4.73 | 0.000 | 0.00 |
| TEMPORARY RAISED PAVEMENT MARKER | EACH | 3,000.000 | 14,190.00 |
| 2,571.000 | 12,160.83 | ||
| 0.000 | 0.00 | ||
| GROUP 10 GENERAL ITEMS | Contracted | 311,647.52 | |
| Current | 325,837.52 | ||
| In place | 365,422.06 | ||
| This Estimate | 415.06 | ||
| Totals for contract | Contracted | 13,528,580.81 | |
| Current | 13,647,050.29 | ||
| In place | 13,602,575.17 | ||
| This Estimate | 8,882.30 |