| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 60,238.41 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Initial Payment | 46,562.59 | 010203
|
| | 47B-25 Fine Aggregate | |
|
0094 | W175.01 | 25 mm CORPORATION STOP | |
|
| | S.P. Initial Payment | 1,585.56 | 0209907-IN
|
| | All related materials for this item of work | |
|
0095 | W175.05 | 31 mm CORPORATION STOP | |
|
| | S.P. Initial Payment | 280.90 | 0209907-IN
|
| | All related materials for this item of work | |
|
0096 | W175.09 | 50 mm CORPORATION STOP | |
|
| | S.P. Initial Payment | 232.61 | 0209907-IN
|
| | All related material for this item of work | |
|
0097 | W176.26 | 25 mm WATER SERVICE | |
|
| | S.P. Initial Payment | 213.20 | 0209907-IN
|
| | 25mm Plastic Tubing | |
|
0098 | W176.28 | 31 mm WATER SERVICE | |
|
| | S.P. Initial Payment | 27.56 | 0209907-IN
|
| | 31mm Plastic Tubing | |
|
0099 | W176.30 | 50 mm WATER SERVICE | |
|
| | S.P. Initial Payment | 32.81 | 0209907-IN
|
| | 50mm Plastic Tubing | |
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Initial Payment | 4,286.38 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0102 | W202.13 | 250 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Initial Payment | 323.96 | 0209907-IN
|
| | 250mm PVC Pipe | |
|
0103 | W202.15 | 300 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Initial Payment | 344.37 | 0209907-IN
|
| | 300mm PVC Pipe | |
|
0104 | W219.66 | 150 mm GATE VALVE AND BOX | |
|
| | S.P. Initial Payment | 10,361.40 | 0209907-IN
|
| | 150mm Gate Valve | |
|
| | S.P. Initial Payment | 2,287.32 | 0209907-IN
|
| | Valve Box Top | |
|
0105 | W219.70 | 250 mm GATE VALVE AND BOX | |
|
| | S.P. Initial Payment | 1,192.88 | 0209907-IN
|
| | 250mm Gate Valve | |
|
| | S.P. Initial Payment | 108.92 | 0209907-IN
|
| | Valve Box Top | |
|
0106 | W219.72 | 300 mm GATE VALVE AND BOX | |
|
| | S.P. Initial Payment | 1,507.74 | 0209907-IN
|
| | 300mm Gate Valve | |
|
| | S.P. Initial Payment | 108.92 | 0209907-IN
|
| | Valve Box Top | |
|
0108 | W222.00 | FIRE HYDRANT | |
|
| | S.P. Initial Payment | 18,000.00 | 0209907-IN
|
| | Fire Hydrants | |
|
| | Total for estimate 0001: | 147,695.53 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -1,161.92 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0102 | W202.13 | 250 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -114.63 | 0209907-IN
|
| | 250mm PVC Pipe | |
|
0104 | W219.66 | 150 mm GATE VALVE AND BOX | |
|
| | S.P. Adjustment | -2,960.40 | 0209907-IN
|
| | 150mm Gate Valve | |
|
| | S.P. Adjustment | -653.52 | 0209907-IN
|
| | Valve Box Top | |
|
0105 | W219.70 | 250 mm GATE VALVE AND BOX | |
|
| | S.P. Adjustment | -596.44 | 0209907-IN
|
| | 250mm Gate Valve | |
|
| | S.P. Adjustment | -54.46 | 0209907-IN
|
| | Valve Box Top | |
|
0108 | W222.00 | FIRE HYDRANT | |
|
| | S.P. Adjustment | -3,000.00 | 0209907-IN
|
| | Fire Hydrants | |
|
| | Total for estimate 0003: | -8,541.37 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0094 | W175.01 | 25 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -126.18 | 0209907-IN
|
| | All related materials for this item of work | |
|
0097 | W176.26 | 25 mm WATER SERVICE | |
|
| | S.P. Adjustment | -88.77 | 0209907-IN
|
| | 25mm Plastic Tubing | |
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -1,172.75 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0102 | W202.13 | 250 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -29.97 | 0209907-IN
|
| | 250mm PVC Pipe | |
|
0104 | W219.66 | 150 mm GATE VALVE AND BOX | |
|
| | S.P. Adjustment | -3,207.10 | 0209907-IN
|
| | 150mm Gate Valve | |
|
| | S.P. Adjustment | -707.98 | 0209907-IN
|
| | Valve Box Top | |
|
0105 | W219.70 | 250 mm GATE VALVE AND BOX | |
|
| | S.P. Adjustment | -596.44 | 0209907-IN
|
| | 250mm Gate Valve | |
|
| | S.P. Adjustment | -54.46 | 0209907-IN
|
| | Valve Box Top | |
|
0108 | W222.00 | FIRE HYDRANT | |
|
| | S.P. Adjustment | -4,500.00 | 0209907-IN
|
| | Fire Hydrants | |
|
| | Total for estimate 0004: | -10,483.65 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0094 | W175.01 | 25 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -37.86 | 0209907-IN
|
| | All related materials for this item of work | |
|
0096 | W175.09 | 50 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -70.48 | 0209907-IN
|
| | All related material for this item of work | |
|
0097 | W176.26 | 25 mm WATER SERVICE | |
|
| | S.P. Adjustment | -26.47 | 0209907-IN
|
| | 25mm Plastic Tubing | |
|
0099 | W176.30 | 50 mm WATER SERVICE | |
|
| | S.P. Adjustment | -4.04 | 0209907-IN
|
| | 50mm Plastic Tubing | |
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -338.67 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0104 | W219.66 | 150 mm GATE VALVE AND BOX | |
|
| | S.P. Adjustment | -1,480.20 | 0209907-IN
|
| | 150mm Gate Valve | |
|
| | S.P. Adjustment | -326.76 | 0209907-IN
|
| | Valve Box Top | |
|
| | Total for estimate 0005: | -2,284.48 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -2,017.10 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Adjustment | -1,953.14 | 010203
|
| | 47B-25 Fine Aggregate | |
|
| | Total for estimate 0007: | -3,970.24 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -6,035.99 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Adjustment | -5,844.60 | 010203
|
| | 47B-25 Fine Aggregate | |
|
0129 | A008.78 | STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | |
|
| | S.P. Initial Payment | 13,286.00 | 431373
|
| | Street Lighting Unit Poles | |
|
| | S.P. Adjustment | -1,379.70 | 431373
|
| | Street Lighting Unit Poles | |
|
0130 | A011.06 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 15,395.00 | 431373
|
| | CMP-8.0-1.8 Poles | |
|
| | S.P. Adjustment | -307.90 | 431373
|
| | CMP-8.0-1.8 Poles | |
|
0131 | A011.36 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 10,065.00 | 431373
|
| | CMP-11-1.8 Poles | |
|
0132 | A011.60 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 10,134.00 | 431373
|
| | CMP-12.5-1.8 Poles | |
|
0133 | A012.73 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 4,589.00 | 431373
|
| | CMP-17-1.8 | |
|
0134 | A013.80 | COMBINATION LIGHT AND SIGN POLE | |
|
| | S.P. Initial Payment | 5,808.00 | 431373
|
| | Combination Light and Sign Poles | |
|
0135 | A016.45 | MAST ARM SIGNAL POLE, TYPE MP-8 | |
|
| | S.P. Initial Payment | 4,516.00 | 4341373
|
| | MP-8.0 Pole | |
|
0136 | A016.55 | MAST ARM SIGNAL POLE, TYPE MP-11 | |
|
| | S.P. Initial Payment | 5,066.00 | 431373
|
| | MP-11 Poles | |
|
| | S.P. Adjustment | -253.30 | 431373
|
| | MP-11 Poles | |
|
| | Total for estimate 0008: | 55,037.51 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0129 | A008.78 | STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | |
|
| | S.P. Adjustment | -51.10 | 431373
|
| | Street Lighting Unit Poles | |
|
0130 | A011.06 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -5,850.10 | 431373
|
| | CMP-8.0-1.8 Poles | |
|
0132 | A011.60 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -337.80 | 431373
|
| | CMP-12.5-1.8 Poles | |
|
0135 | A016.45 | MAST ARM SIGNAL POLE, TYPE MP-8 | |
|
| | S.P. Adjustment | -225.80 | 4341373
|
| | MP-8.0 Pole | |
|
0136 | A016.55 | MAST ARM SIGNAL POLE, TYPE MP-11 | |
|
| | S.P. Adjustment | -4,812.70 | 431373
|
| | MP-11 Poles | |
|
| | Total for estimate 0009: | -11,277.50 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -4,341.03 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Adjustment | -4,203.38 | 010203
|
| | 47B-25 Fine Aggregate | |
|
0129 | A008.78 | STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | |
|
| | S.P. Adjustment | -2,452.80 | 431373
|
| | Street Lighting Unit Poles | |
|
0132 | A011.60 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -3,040.20 | 431373
|
| | CMP-12.5-1.8 Poles | |
|
0135 | A016.45 | MAST ARM SIGNAL POLE, TYPE MP-8 | |
|
| | S.P. Adjustment | -2,032.20 | 4341373
|
| | MP-8.0 Pole | |
|
| | Total for estimate 0010: | -16,069.61 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0094 | W175.01 | 25 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -63.09 | 0209907-IN
|
| | All related materials for this item of work | |
|
0097 | W176.26 | 25 mm WATER SERVICE | |
|
| | S.P. Adjustment | -50.45 | 0209907-IN
|
| | 25mm Plastic Tubing | |
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -181.36 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0108 | W222.00 | FIRE HYDRANT | |
|
| | S.P. Adjustment | -1,500.00 | 0209907-IN
|
| | Fire Hydrants | |
|
| | Total for estimate 0011: | -1,794.90 |
|
Est Nbr: | 0012 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0094 | W175.01 | 25 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -37.86 | 0209907-IN
|
| | All related materials for this item of work | |
|
0095 | W175.05 | 31 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -69.94 | 0209907-IN
|
| | All related materials for this item of work | |
|
0097 | W176.26 | 25 mm WATER SERVICE | |
|
| | S.P. Adjustment | -33.63 | 0209907-IN
|
| | 25mm Plastic Tubing | |
|
0098 | W176.28 | 31 mm WATER SERVICE | |
|
| | S.P. Adjustment | -1.04 | 0209907-IN
|
| | 31mm Plastic Tubing | |
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -208.25 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0108 | W222.00 | FIRE HYDRANT | |
|
| | S.P. Adjustment | -1,500.00 | 0209907-IN
|
| | Fire Hydrants | |
|
| | Total for estimate 0012: | -1,850.72 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -663.06 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Adjustment | -642.04 | 010203
|
| | 47B-25 Fine Aggregate | |
|
0094 | W175.01 | 25 mm CORPORATION STOP | |
|
| | S.P. Adjustment | -12.62 | 0209907-IN
|
| | All related materials for this item of work | |
|
0097 | W176.26 | 25 mm WATER SERVICE | |
|
| | S.P. Adjustment | -8.45 | 0209907-IN
|
| | 25mm Plastic Tubing | |
|
0101 | W202.11 | 150 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -64.26 | 0209907-IN
|
| | 150mm PVC Pipe | |
|
0102 | W202.13 | 250 mm P.V.C. PIPE AND FITTINGS | |
|
| | S.P. Adjustment | -122.73 | 0209907-IN
|
| | 250mm PVC Pipe | |
|
0108 | W222.00 | FIRE HYDRANT | |
|
| | S.P. Adjustment | -3,000.00 | 0209907-IN
|
| | Fire Hydrants | |
|
| | Total for estimate 0013: | -4,513.16 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -14,100.05 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Adjustment | -13,652.96 | 010203
|
| | 47B-25 Fine Aggregate | |
|
0129 | A008.78 | STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | |
|
| | S.P. Adjustment | -153.30 | 431373
|
| | Street Lighting Unit Poles | |
|
| | Total for estimate 0014: | -27,906.31 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 3075.42 | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -5,564.44 | 25100
|
| | 47B-25 Course Aggregate | |
|
| | S.P. Adjustment | -5,388.00 | 010203
|
| | 47B-25 Fine Aggregate | |
|
0129 | A008.78 | STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | |
|
| | S.P. Adjustment | -102.20 | 431373
|
| | Street Lighting Unit Poles | |
|
| | Total for estimate 0015: | -11,054.64 |
|
| | Total remaining for contract: | 102,986.46 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 0030.10 | 20,000.00 | 1.000 | 20,000.00
|
MOBILIZATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 1,000.00 | 1.000 | 1,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,000.00
|
| | 0.500 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1010.01 | 4.05 | 4,310.000 | 17,455.50
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 4,310.000 | 17,455.50
|
| | 3,116.000 | 12,619.80
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 3.00 | 50.000 | 150.00
|
WATER | kL | 50.000 | 150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1016.00 | 150.00 | 180.000 | 27,000.00
|
RE-ESTABLISH PROPERTY CORNER | EACH | 180.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1101.25 | 7.00 | 2,800.000 | 19,600.00
|
SAWING PAVEMENT | m | 2,800.000 | 19,600.00
|
| | 1,795.965 | 12,571.76
|
| | 0.000 | 0.00
|
| | |
|
0007 1102.00 | 3.50 | 197.000 | 689.50
|
REMOVE ASPHALT SURFACE | m2 | 197.000 | 689.50
|
| | 53.747 | 188.12
|
| | 0.000 | 0.00
|
| | |
|
0008 1109.00 | 1.25 | 23.000 | 28.75
|
REMOVE CURB | m | 23.000 | 28.75
|
| | 25.300 | 31.63
|
| | 0.000 | 0.00
|
| | |
|
0009 1114.10 | 7.75 | 14.000 | 108.50
|
REMOVE RETAINING WALL | m | 14.000 | 108.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1123.75 | 125.00 | 45.000 | 5,625.00
|
REMOVE CONCRETE SIGN BASE | EACH | 45.000 | 5,625.00
|
| | 36.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1130.48 | 500.00 | 3.000 | 1,500.00
|
ADJUST MONITOR WELL | EACH | 3.000 | 1,500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0012 3275.20 | 8.00 | 34,272.000 | 274,176.00
|
CRUSH CONCRETE PAVEMENT | m2 | 34,272.000 | 274,176.00
|
| | 25,263.043 | 202,104.35
|
| | 0.000 | 0.00
|
| | |
|
0013 4093.80 | 170.00 | 30.000 | 5,100.00
|
WALL MATERIALS | m2 | 30.000 | 5,100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4095.15 | 7.50 | 21.000 | 157.50
|
COMPACTED EARTH LEVELING PAD | m | 21.000 | 157.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 7308.00 | 5,000.00 | 3.000 | 15,000.00
|
REMOVE SIGN, STRUCTURE, AND FOUNDATION | EACH | 3.000 | 15,000.00
|
| | 2.500 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
0016 8024.50 | 33.00 | 8.000 | 264.00
|
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE | m3 | 8.000 | 264.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 387,854.75
|
| | Current | 387,854.75
|
| | In place | 265,515.66
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0017 0002.39 | 2.35 | 19,000.000 | 44,650.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 13,300.000 | 31,255.00
|
| | 112.000 | 263.20
|
| | 0.000 | 0.00
|
| | |
|
0018 0002.47 | 1.65 | 10,000.000 | 16,500.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 10,000.000 | 16,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 0030.30 | 75,000.00 | 1.000 | 75,000.00
|
MOBILIZATION | LS | 1.000 | 75,000.00
|
| | 1.000 | 75,000.00
|
| | 0.000 | 0.00
|
| | |
|
0020 2010.00 | 25.00 | 50.000 | 1,250.00
|
CRUSHED ROCK SURFACE COURSE | m3 | 50.000 | 1,250.00
|
| | 222.000 | 5,550.00
|
| | 0.000 | 0.00
|
| | |
|
0021 3008.05 | 3.00 | 27.000 | 81.00
|
TIE BARS | EACH | 27.000 | 81.00
|
| | 29.000 | 87.00
|
| | 14.000 | 42.00
|
| | |
|
0022 3013.15 | 60.00 | 923.000 | 55,380.00
|
CONCRETE CLASS 47B-25 BARRIER CURB | m | 923.000 | 55,380.00
|
| | 266.450 | 15,987.00
|
| | 0.000 | 0.00
|
| | |
|
0023 3016.21 | 26.00 | 5,932.000 | 154,232.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 5,932.000 | 154,232.00
|
| | 2,082.698 | 54,150.15
|
| | -26.313 | -684.14
|
| | |
|
0024 3016.23 | 30.00 | 372.000 | 11,160.00
|
150 mm CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 368.000 | 11,040.00
|
| | 185.950 | 5,578.50
|
| | 56.351 | 1,690.53
|
| | |
|
0025 3017.40 | 32.60 | 9.000 | 293.40
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 9.000 | 293.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 3020.24 | 25.00 | 1,480.000 | 37,000.00
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 1,484.000 | 37,100.00
|
| | 963.611 | 24,090.28
|
| | 80.698 | 2,017.45
|
| | |
|
0027 3040.11 | 26.00 | 21.900 | 569.40
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 21.900 | 569.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 3040.12 | 105.00 | 27.000 | 2,835.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 27.000 | 2,835.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 3040.13 | 95.00 | 196.000 | 18,620.00
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 196.000 | 18,620.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 3040.18 | 145.00 | 15.500 | 2,247.50
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | m2 | 15.500 | 2,247.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 3075.42 | 32.20 | 8,904.000 | 286,708.80
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 8,904.000 | 286,708.80
|
| | 4,922.035 | 158,489.52
|
| | 837.010 | 26,951.72
|
| | |
|
0032 3075.46 | 33.60 | 17,932.000 | 602,515.20
|
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 17,932.000 | 602,515.20
|
| | 12,462.037 | 418,724.43
|
| | 1,696.970 | 57,018.19
|
| | |
|
0033 3211.25 | 8.00 | 78.000 | 624.00
|
SEALING CRACKS | m | 78.000 | 624.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 3211.30 | 4.00 | 5,341.000 | 21,364.00
|
SEALING JOINTS | m | 5,341.000 | 21,364.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 3221.15 | 100.00 | 48.000 | 4,800.00
|
CONCRETE PAVEMENT, CLASS PR-25 | m2 | 48.000 | 4,800.00
|
JOINT REPAIR | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 3300.65 | 60.00 | 16.000 | 960.00
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 16.000 | 960.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4015.00 | 150.00 | 12.000 | 1,800.00
|
ADJUST MANHOLE TO GRADE | EACH | 12.000 | 1,800.00
|
| | 5.000 | 750.00
|
| | 1.000 | 150.00
|
| | |
|
0038 4765.03 | 14.10 | 2,525.000 | 35,602.50
|
100 mm PERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN | m | 2,525.000 | 35,602.50
|
| | 1,398.500 | 19,718.85
|
| | 106.500 | 1,501.65
|
| | |
|
0039 7492.04 | 1.50 | 700.000 | 1,050.00
|
100 mm WHITE THERMOPLASTIC, TYPE C | m | 700.000 | 1,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 7492.05 | 1.50 | 2,600.000 | 3,900.00
|
100 mm YELLOW THERMOPLASTIC, TYPE C | m | 2,600.000 | 3,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 7500.25 | 225.00 | 1.000 | 225.00
|
LEFT/THRU ARROW PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 1.000 | 225.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 7500.32 | 200.00 | 31.000 | 6,200.00
|
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 31.000 | 6,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 7508.06 | 20.00 | 150.000 | 3,000.00
|
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 150.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 7512.13 | 40.00 | 290.000 | 11,600.00
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 290.000 | 11,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 8032.00 | 1.80 | 26,836.000 | 48,304.80
|
CRUSHED CONCRETE FOUNDATION COURSE | m2 | 26,836.000 | 48,304.80
|
| | 17,379.103 | 31,282.37
|
| | 2,533.980 | 4,561.16
|
| | |
|
0046 9009.75 | 40.00 | 86.000 | 3,440.00
|
TEMPORARY SURFACING | m2 | 86.000 | 3,440.00
|
| | 54.406 | 2,176.24
|
| | 0.000 | 0.00
|
| | |
|
0047 9010.00 | 0.05 | 36,320.000 | 1,816.00
|
PRIME COAT ASPHALTIC OIL | L | 36,320.000 | 1,816.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 9111.00 | 3.00 | 459.000 | 1,377.00
|
WATER | kL | 459.000 | 1,377.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9170.00 | 250.00 | 25.050 | 6,262.50
|
EARTH SHOULDER CONSTRUCTION | StaM | 25.050 | 6,262.50
|
| | 9.110 | 2,277.50
|
| | 0.000 | 0.00
|
| | |
|
0050 9173.20 | 1.12 | 28,316.000 | 31,713.92
|
SUBGRADE PREPARATION | m2 | 28,316.000 | 31,713.92
|
| | 18,268.963 | 20,461.24
|
| | 2,614.678 | 2,928.44
|
| | |
|
0051 L010.00 | 7.00 | 553.000 | 3,871.00
|
SODDING | m2 | 553.000 | 3,871.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0002.31 | 1.722 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING | m | 5,700.000 | 9,815.40
|
| | 2,981.300 | 5,133.80
|
| | 0.000 | 0.00
|
| | |
|
4001 0002.30 | 2.71 | 0.000 | 0.00
|
PAVEMENT MARKING REMOVAL | m | 250.000 | 677.50
|
| | 266.900 | 723.30
|
| | 0.000 | 0.00
|
| | |
|
4002 5881.00 | 752.475 | 0.000 | 0.00
|
WALL MODIFICATION | EACH | 1.000 | 752.48
|
| | 1.000 | 752.48
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,496,953.02
|
| | Current | 1,494,783.40
|
| | In place | 841,195.86
|
| | This Estimate | 96,177.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0052 0030.40 | 30,000.00 | 1.000 | 30,000.00
|
MOBILIZATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0053 1117.00 | 230.00 | 27.000 | 6,210.00
|
REMOVE MANHOLE | EACH | 27.000 | 6,210.00
|
| | 23.000 | 5,290.00
|
| | 0.000 | 0.00
|
| | |
|
0054 1119.00 | 230.00 | 34.000 | 7,820.00
|
REMOVE INLET | EACH | 34.000 | 7,820.00
|
| | 27.000 | 6,210.00
|
| | 0.000 | 0.00
|
| | |
|
0055 4002.00 | 3.00 | 7,900.000 | 23,700.00
|
CAST IRON COVER AND FRAME | kg | 7,900.000 | 23,700.00
|
| | 4,716.000 | 14,148.00
|
| | 741.000 | 2,223.00
|
| | |
|
0056 4004.50 | 3.50 | 1,472.000 | 5,152.00
|
CAST IRON GRATE AND FRAME | kg | 1,472.000 | 5,152.00
|
| | 460.000 | 1,610.00
|
| | 184.000 | 644.00
|
| | |
|
0057 4016.00 | 2,400.00 | 1.000 | 2,400.00
|
MANHOLE | EACH | 1.000 | 2,400.00
|
AT STA. 8+91.5 10.3 M LT. | | 1.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0058 4016.01 | 2,400.00 | 1.000 | 2,400.00
|
MANHOLE | EACH | 1.000 | 2,400.00
|
AT STA. 8+91.1 11.1 M RT. | | 1.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0059 4016.02 | 2,600.00 | 1.000 | 2,600.00
|
MANHOLE | EACH | 1.000 | 2,600.00
|
AT STA. 9+00.2 15.5 M LT. | | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0060 4016.03 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 10+14.4 13.2 M RT. | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4016.04 | 1,800.00 | 1.000 | 1,800.00
|
MANHOLE | EACH | 1.000 | 1,800.00
|
AT STA. 10+14.4 11.4 M LT. | | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0062 4016.05 | 1,800.00 | 1.000 | 1,800.00
|
MANHOLE | EACH | 1.000 | 1,800.00
|
AT STA. 10+57 6.6 M LT. | | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0063 4016.06 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 11+33.7 6.6 M LT. | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4016.07 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 11+33.7 13.3 M RT. | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0065 4016.08 | 1,900.00 | 1.000 | 1,900.00
|
MANHOLE | EACH | 1.000 | 1,900.00
|
AT STA. 11+33.7 16.2 M LT. | | 1.000 | 1,900.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4016.09 | 1,900.00 | 1.000 | 1,900.00
|
MANHOLE | EACH | 1.000 | 1,900.00
|
AT STA. 11+71.8 6.6 M LT. | | 1.000 | 1,900.00
|
| | 0.000 | 0.00
|
| | |
|
0067 4016.10 | 2,200.00 | 1.000 | 2,200.00
|
MANHOLE | EACH | 1.000 | 2,200.00
|
AT STA. 12+38 6.6 M RT. | | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4016.11 | 2,800.00 | 1.000 | 2,800.00
|
MANHOLE | EACH | 1.000 | 2,800.00
|
AT STA. 12+54.6 6.6 M LT. | | 1.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4016.12 | 2,300.00 | 1.000 | 2,300.00
|
MANHOLE | EACH | 1.000 | 2,300.00
|
AT STA. 12+54.6 16.2 M LT. | | 1.000 | 2,300.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4016.13 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA. 13+74.5 9.9 M LT. | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4016.14 | 2,100.00 | 1.000 | 2,100.00
|
MANHOLE | EACH | 1.000 | 2,100.00
|
AT STA. 13+74.5 13.4 M RT. | | 1.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4016.15 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 14+89.6 11.5 M LT. | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4016.16 | 2,200.00 | 1.000 | 2,200.00
|
MANHOLE | EACH | 1.000 | 2,200.00
|
AT STA. 14+89.6 12.2 M RT. | | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4016.17 | 2,100.00 | 1.000 | 2,100.00
|
MANHOLE | EACH | 1.000 | 2,100.00
|
AT STA. 16+05.9 9.8 M LT. | | 1.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0075 4016.18 | 2,100.00 | 1.000 | 2,100.00
|
MANHOLE | EACH | 1.000 | 2,100.00
|
AT STA. 17+21.3 6.6 M LT. | | 1.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0076 4016.19 | 2,300.00 | 1.000 | 2,300.00
|
MANHOLE | EACH | 1.000 | 2,300.00
|
AT STA. 17+21.3 10.3 M RT. | | 1.000 | 2,300.00
|
| | 0.000 | 0.00
|
| | |
|
0077 4016.20 | 1,900.00 | 1.000 | 1,900.00
|
MANHOLE | EACH | 1.000 | 1,900.00
|
AT STA. 17+88.3 6.6 M LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 4016.21 | 2,300.00 | 1.000 | 2,300.00
|
MANHOLE | EACH | 1.000 | 2,300.00
|
AT STA. 18+36.9 18.9 M LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 4016.22 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 18+36.9 13.0 M RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 4018.00 | 345.00 | 1.000 | 345.00
|
TAPPING EXISTING STRUCTURE | EACH | 1.000 | 345.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 4043.50 | 28.00 | 998.000 | 27,944.00
|
REMOVE SEWER PIPE | m | 998.000 | 27,944.00
|
| | 842.100 | 23,578.80
|
| | 0.000 | 0.00
|
| | |
|
0082 4105.59 | 720.00 | 163.100 | 117,432.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 163.100 | 117,432.00
|
| | 120.270 | 86,594.40
|
| | 1.000 | 720.00
|
| | |
|
0083 4107.07 | 785.00 | 2.440 | 1,915.40
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 2.440 | 1,915.40
|
| | 2.850 | 2,237.25
|
| | 0.000 | 0.00
|
| | |
|
0084 4155.50 | 2.00 | 7,137.000 | 14,274.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 7,137.000 | 14,274.00
|
| | 5,456.350 | 10,912.70
|
| | 50.000 | 100.00
|
| | |
|
0085 4157.00 | 2.25 | 118.000 | 265.50
|
REINFORCING STEEL FOR COLLARS | kg | 118.000 | 265.50
|
| | 138.000 | 310.50
|
| | 0.000 | 0.00
|
| | |
|
0086 P700.12 | 88.00 | 11.000 | 968.00
|
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 11.000 | 968.00
|
| | 28.560 | 2,513.28
|
| | 0.000 | 0.00
|
| | |
|
0087 P700.15 | 90.00 | 255.300 | 22,977.00
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 255.300 | 22,977.00
|
| | 179.450 | 16,150.50
|
| | 0.000 | 0.00
|
| | |
|
0088 P700.18 | 110.00 | 683.400 | 75,174.00
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 683.400 | 75,174.00
|
| | 465.115 | 51,162.65
|
| | 0.000 | 0.00
|
| | |
|
0089 P700.24 | 145.00 | 466.700 | 67,671.50
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 466.700 | 67,671.50
|
| | 354.350 | 51,380.75
|
| | 0.000 | 0.00
|
| | |
|
0090 P700.30 | 175.00 | 109.500 | 19,162.50
|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 109.500 | 19,162.50
|
| | 107.100 | 18,742.50
|
| | 0.000 | 0.00
|
| | |
|
0091 P700.36 | 220.00 | 53.600 | 11,792.00
|
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 53.600 | 11,792.00
|
| | 50.800 | 11,176.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 482,402.90
|
| | Current | 482,402.90
|
| | In place | 375,417.33
|
| | This Estimate | 3,687.00
|
| | |
|
GROUP 4A WATER MAIN | | |
|
0092 0030.40 | 15,000.00 | 1.000 | 15,000.00
|
MOBILIZATION | LS | 1.000 | 15,000.00
|
| | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0093 1117.00 | 250.00 | 6.000 | 1,500.00
|
REMOVE MANHOLE | EACH | 6.000 | 1,500.00
|
| | 7.000 | 1,750.00
|
| | 0.000 | 0.00
|
| | |
|
0094 W175.01 | 430.00 | 24.000 | 10,320.00
|
25 mm CORPORATION STOP | EACH | 24.000 | 10,320.00
|
| | 22.000 | 9,460.00
|
| | 0.000 | 0.00
|
| | |
|
0095 W175.05 | 500.00 | 2.000 | 1,000.00
|
31 mm CORPORATION STOP | EACH | 2.000 | 1,000.00
|
| | 2.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0096 W175.09 | 715.00 | 1.000 | 715.00
|
50 mm CORPORATION STOP | EACH | 1.000 | 715.00
|
| | 1.000 | 715.00
|
| | 0.000 | 0.00
|
| | |
|
0097 W176.26 | 40.00 | 232.000 | 9,280.00
|
25 mm WATER SERVICE | m | 232.000 | 9,280.00
|
| | 226.100 | 9,044.00
|
| | 0.000 | 0.00
|
| | |
|
0098 W176.28 | 40.00 | 20.000 | 800.00
|
31 mm WATER SERVICE | m | 20.000 | 800.00
|
| | 22.300 | 892.00
|
| | 0.000 | 0.00
|
| | |
|
0099 W176.30 | 40.00 | 10.000 | 400.00
|
50 mm WATER SERVICE | m | 10.000 | 400.00
|
| | 15.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
0100 W200.04 | 3.70 | 1,922.000 | 7,111.40
|
DUCTILE IRON FITTINGS, M.J. | kg | 1,922.000 | 7,111.40
|
| | 3,014.842 | 11,154.90
|
| | 0.000 | 0.00
|
| | |
|
0101 W202.11 | 72.00 | 1,801.000 | 129,672.00
|
150 mm P.V.C. PIPE AND FITTINGS | m | 1,801.000 | 129,672.00
|
| | 1,313.950 | 94,604.40
|
| | 0.000 | 0.00
|
| | |
|
0102 W202.13 | 104.00 | 52.000 | 5,408.00
|
250 mm P.V.C. PIPE AND FITTINGS | m | 52.000 | 5,408.00
|
| | 42.910 | 4,462.64
|
| | 0.000 | 0.00
|
| | |
|
0103 W202.15 | 135.00 | 39.000 | 5,265.00
|
300 mm P.V.C. PIPE AND FITTINGS | m | 39.000 | 5,265.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0104 W219.66 | 600.00 | 42.000 | 25,200.00
|
150 mm GATE VALVE AND BOX | EACH | 42.000 | 25,200.00
|
| | 31.000 | 18,600.00
|
| | 0.000 | 0.00
|
| | |
|
0105 W219.70 | 1,100.00 | 2.000 | 2,200.00
|
250 mm GATE VALVE AND BOX | EACH | 2.000 | 2,200.00
|
| | 2.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0106 W219.72 | 1,300.00 | 2.000 | 2,600.00
|
300 mm GATE VALVE AND BOX | EACH | 2.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0107 W221.90 | 8,500.00 | 2.000 | 17,000.00
|
250 mm INSERTABLE VALVE | EACH | 2.000 | 17,000.00
|
| | 2.000 | 17,000.00
|
| | 0.000 | 0.00
|
| | |
|
0108 W222.00 | 1,500.00 | 12.000 | 18,000.00
|
FIRE HYDRANT | EACH | 12.000 | 18,000.00
|
| | 9.000 | 13,500.00
|
| | 0.000 | 0.00
|
| | |
|
0109 W350.30 | 3,000.00 | 1.000 | 3,000.00
|
250 mm X 250 mm TAPPING SLEEVE AND VALVE | EACH | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A WATER MAIN | | Contracted | 254,471.40
|
| | Current | 254,471.40
|
| | In place | 199,982.94
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 901+64.59 | | |
|
0110 0030.60 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0111 1101.00 | 15.00 | 237.000 | 3,555.00
|
REMOVE PAVEMENT | m2 | 237.000 | 3,555.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0112 3050.15 | 390.00 | 92.500 | 36,075.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 92.500 | 36,075.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0113 3051.10 | 1.65 | 4,797.000 | 7,915.05
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 4,797.000 | 7,915.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 6210.12 | 93.00 | 82.200 | 7,644.60
|
HP 250 mm X 62 kg STEEL PILING | m | 82.200 | 7,644.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 901+64.59 | | Contracted | 60,189.65
|
| | Current | 60,189.65
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARD RAIL | | |
|
0115 0030.70 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0116 7017.00 | 45.00 | 40.000 | 1,800.00
|
REMOVE GUARDRAIL | m | 40.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0117 7018.01 | 55.00 | 40.000 | 2,200.00
|
RESET GUARDRAIL | m | 40.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARD RAIL | | Contracted | 5,000.00
|
| | Current | 5,000.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0118 0003.75 | 10,000.00 | 1.000 | 10,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 10,000.00
|
AT US-6 & NORRIS STREET | | 0.750 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0119 0003.76 | 10,000.00 | 1.000 | 10,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 10,000.00
|
AT US-6 & EAST 6TH STREET | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0120 0030.81 | 25,000.00 | 1.000 | 25,000.00
|
MOBILIZATION | LS | 1.000 | 25,000.00
|
| | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
0121 A001.01 | 525.00 | 27.000 | 14,175.00
|
PULL BOX, TYPE PB-1 | EACH | 27.000 | 14,175.00
|
| | 15.000 | 7,875.00
|
| | 2.000 | 1,050.00
|
| | |
|
0122 A001.02 | 475.00 | 7.000 | 3,325.00
|
PULL BOX, TYPE PB-1A | EACH | 7.000 | 3,325.00
|
| | 5.000 | 2,375.00
|
| | 0.000 | 0.00
|
| | |
|
0123 A003.10 | 750.00 | 31.000 | 23,250.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 31.000 | 23,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 A004.04 | 1,400.00 | 3.000 | 4,200.00
|
TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 3.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 A006.15 | 500.00 | 32.000 | 16,000.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 32.000 | 16,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0126 A006.70 | 75.00 | 16.000 | 1,200.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 16.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A006.98 | 150.00 | 72.000 | 10,800.00
|
VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 72.000 | 10,800.00
|
| | 51.000 | 7,650.00
|
| | 21.000 | 3,150.00
|
| | |
|
0128 A007.00 | 200.00 | 24.000 | 4,800.00
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 24.000 | 4,800.00
|
| | 10.000 | 2,000.00
|
| | 2.000 | 400.00
|
| | |
|
0129 A008.78 | 1,600.00 | 26.000 | 41,600.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | EACH | 26.000 | 41,600.00
|
| | 8.500 | 13,600.00
|
| | 0.200 | 320.00
|
| | |
|
0130 A011.06 | 4,200.00 | 5.000 | 21,000.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-8.0-1.8 | EACH | 5.000 | 21,000.00
|
| | 2.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | |
|
0131 A011.36 | 5,000.00 | 3.000 | 15,000.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-11-1.8 | EACH | 3.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 A011.60 | 5,100.00 | 3.000 | 15,300.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-12.5-1.8 | EACH | 3.000 | 15,300.00
|
| | 1.000 | 5,100.00
|
| | 0.000 | 0.00
|
| | |
|
0133 A012.73 | 6,600.00 | 1.000 | 6,600.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-17-1.8 | EACH | 1.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0134 A013.80 | 5,000.00 | 2.000 | 10,000.00
|
COMBINATION LIGHT AND SIGN POLE | EACH | 2.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0135 A016.45 | 3,500.00 | 2.000 | 7,000.00
|
MAST ARM SIGNAL POLE, TYPE MP-8 | EACH | 2.000 | 7,000.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0136 A016.55 | 4,100.00 | 2.000 | 8,200.00
|
MAST ARM SIGNAL POLE, TYPE MP-11 | EACH | 2.000 | 8,200.00
|
| | 2.000 | 8,200.00
|
| | 0.000 | 0.00
|
| | |
|
0137 A020.30 | 1,500.00 | 2.000 | 3,000.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 2.000 | 3,000.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0138 A070.10 | 7.00 | 1,687.000 | 11,809.00
|
38 mm CONDUIT IN TRENCH | m | 1,687.000 | 11,809.00
|
| | 1,234.380 | 8,640.66
|
| | 0.000 | 0.00
|
| | |
|
0139 A070.14 | 8.00 | 988.500 | 7,908.00
|
50 mm CONDUIT IN TRENCH | m | 988.500 | 7,908.00
|
| | 811.120 | 6,488.96
|
| | 0.000 | 0.00
|
| | |
|
0140 A072.10 | 7.00 | 762.000 | 5,334.00
|
38 mm CONDUIT UNDER ROADWAY | m | 762.000 | 5,334.00
|
| | 545.920 | 3,821.44
|
| | 0.000 | 0.00
|
| | |
|
0141 A072.14 | 7.75 | 538.600 | 4,174.15
|
50 mm CONDUIT UNDER ROADWAY | m | 505.900 | 3,920.73
|
| | 354.700 | 2,748.93
|
| | 0.000 | 0.00
|
| | |
|
0142 A072.18 | 11.60 | 101.400 | 1,176.24
|
75 mm CONDUIT UNDER ROADWAY | m | 116.500 | 1,351.40
|
| | 66.000 | 765.60
|
| | 0.000 | 0.00
|
| | |
|
0143 A077.12 | 1.00 | 496.300 | 496.30
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | m | 483.700 | 483.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 A077.17 | 2.00 | 1,177.400 | 2,354.80
|
7/C #14 AWG TRAFFIC SIGNAL CABLE | m | 1,183.900 | 2,367.80
|
| | 411.600 | 823.20
|
| | 0.000 | 0.00
|
| | |
|
0145 A077.22 | 3.50 | 496.300 | 1,737.05
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 483.700 | 1,692.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 A079.01 | 1.00 | 822.300 | 822.30
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 816.600 | 816.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 A079.50 | 1.00 | 1,565.400 | 1,565.40
|
GROUNDING CONDUCTOR | m | 1,554.200 | 1,554.20
|
| | 314.500 | 314.50
|
| | 0.000 | 0.00
|
| | |
|
0148 A079.55 | 2.00 | 240.000 | 480.00
|
SERVICE CABLE | m | 240.000 | 480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0149 A080.10 | 2.50 | 1,686.000 | 4,215.00
|
STREET LIGHTING CABLE, NO. 2 USE | m | 1,686.000 | 4,215.00
|
| | 1,071.000 | 2,677.50
|
| | 0.000 | 0.00
|
| | |
|
0150 A080.22 | 1.00 | 2,449.000 | 2,449.00
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 2,449.000 | 2,449.00
|
| | 1,099.600 | 1,099.60
|
| | 199.500 | 199.50
|
| | |
|
0151 A080.24 | 1.50 | 5,661.000 | 8,491.50
|
STREET LIGHTING CABLE, NO. 6 USE | m | 5,661.000 | 8,491.50
|
| | 2,041.900 | 3,062.85
|
| | 598.500 | 897.75
|
| | |
|
0152 A450.00 | 150.00 | 22.000 | 3,300.00
|
INSTALL PULL BOX | EACH | 22.000 | 3,300.00
|
| | 15.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
0153 A500.20 | 750.00 | 4.000 | 3,000.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 4.000 | 3,000.00
|
| | 0.500 | 375.00
|
| | 0.000 | 0.00
|
| | |
|
0154 A565.04 | 6.00 | 840.000 | 5,040.00
|
INSTALL 100 MM CONDUIT IN TRENCH | m | 840.000 | 5,040.00
|
| | 618.300 | 3,709.80
|
| | 0.000 | 0.00
|
| | |
|
0155 A565.09 | 6.00 | 685.000 | 4,110.00
|
INSTALL 100 MM CONDUIT UNDER ROADWAY | m | 685.000 | 4,110.00
|
| | 494.100 | 2,964.60
|
| | 0.000 | 0.00
|
| | |
|
0156 A600.00 | 250.00 | 44.000 | 11,000.00
|
REMOVE LIGHTING UNIT | EACH | 44.000 | 11,000.00
|
| | 36.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0157 A610.00 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT US-6 & EAST 6TH STREET | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 A610.01 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT US-6 & EAST 1ST STREET | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0159 A610.02 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT US-6 & NORRIS STREET | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0160 A610.03 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT US-6 & WEST 1ST STREET | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 341,912.74
|
| | Current | 341,773.88
|
| | In place | 150,442.64
|
| | This Estimate | 6,017.25
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0161 0001.08 | 0.50 | 59,040.000 | 29,520.00
|
BARRICADE, TYPE II | BDAY | 59,040.000 | 29,520.00
|
| | 44,620.000 | 22,310.00
|
| | 1,540.000 | 770.00
|
| | |
|
0162 0001.10 | 3.00 | 12,412.000 | 37,236.00
|
BARRICADE, TYPE III | BDAY | 12,412.000 | 37,236.00
|
| | 7,216.000 | 21,648.00
|
| | 245.000 | 735.00
|
| | |
|
0163 0001.90 | 0.60 | 11,486.000 | 6,891.60
|
SIGN DAY | EACH | 11,486.000 | 6,891.60
|
| | 12,136.000 | 7,281.60
|
| | 413.000 | 247.80
|
| | |
|
0164 0001.98 | 2.00 | 8,386.000 | 16,772.00
|
CONTRACTOR FURNISHED SIGN | EACH | 8,386.000 | 16,772.00
|
| | 4,811.000 | 9,622.00
|
| | 189.000 | 378.00
|
| | |
|
0165 0002.85 | 26.00 | 120.000 | 3,120.00
|
TUBULAR POST | EACH | 120.000 | 3,120.00
|
| | 99.000 | 2,574.00
|
| | 0.000 | 0.00
|
| | |
|
0166 0002.97 | 25.00 | 722.000 | 18,050.00
|
FLASHING ARROW PANEL | DAY | 722.000 | 18,050.00
|
| | 404.000 | 10,100.00
|
| | 14.000 | 350.00
|
| | |
|
0167 0003.10 | 140.00 | 122.000 | 17,080.00
|
FLAGGING | DAY | 122.000 | 17,080.00
|
| | 14.500 | 2,030.00
|
| | 2.000 | 280.00
|
| | |
|
0168 0005.10 | 60.00 | 369.000 | 22,140.00
|
TRAFFIC CONTROL MANAGEMENT | DAY | 369.000 | 22,140.00
|
| | 200.000 | 12,000.00
|
| | 7.000 | 420.00
|
| | |
|
0169 0030.10 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0170 9110.01 | 50.00 | 30.000 | 1,500.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 30.000 | 1,500.00
|
| | 43.500 | 2,175.00
|
| | 0.000 | 0.00
|
| | |
|
0171 9110.02 | 70.00 | 30.000 | 2,100.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 30.000 | 2,100.00
|
| | 23.500 | 1,645.00
|
| | 0.000 | 0.00
|
| | |
|
0172 9110.03 | 40.00 | 30.000 | 1,200.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 30.000 | 1,200.00
|
| | 20.750 | 830.00
|
| | 0.000 | 0.00
|
| | |
|
4003 9300.43 | -500.00 | 0.000 | 0.00
|
LIQUIDATED DAMAGES | DAY | 1.000 | -500.00
|
ADDENDUM NO. 1 of the SPECIAL PROVISIONS | | 1.000 | -500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 160,609.60
|
| | Current | 160,109.60
|
| | In place | 96,715.60
|
| | This Estimate | 3,180.80
|
| | |
|
Totals for contract | | Contracted | 3,189,394.06
|
---|
| | Current | 3,186,585.57
|
---|
| | In place | 1,929,270.03
|
---|
| | This Estimate | 109,062.05
|
---|