| | Detailed breakdown of stockpiled materials | |
|
|---|
| Est Nbr: | 0011 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Initial Payment | 40,256.00 | 15054
|
| | | |
|
| | S.P. Adjustment | -2,368.00 | 15054
|
| | | |
|
| 0148 | A004.04 | TRAFFIC SIGNAL, TYPE TS-1LL | |
|
| | S.P. Initial Payment | 5,010.00 | 15054
|
| | | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Initial Payment | 11,420.00 | 15054
|
| | | |
|
| | S.P. Adjustment | -2,284.00 | 15054
|
| | | |
|
| 0150 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Initial Payment | 7,650.00 | 15054
|
| | | |
|
| 0151 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Initial Payment | 7,136.00 | 15054
|
| | | |
|
| 0152 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Initial Payment | 51,064.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Initial Payment | 15,028.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Initial Payment | 1,326.00 | 15054
|
| | | |
|
| | S.P. Adjustment | -156.00 | 15054
|
| | | |
|
| 0220 | A820.00 | CONTROLLER CABINET | |
|
| | S.P. Initial Payment | 809.00 | 15054
|
| | | |
|
| 0223 | 7315.90 | INSTALL OVERHEAD SIGNS | |
|
| | S.P. Initial Payment | 4,090.00 | 15054
|
| | | |
|
| 0225 | 7320.95 | FIBER OPTIC SIGN | |
|
| | S.P. Initial Payment | 7,384.00 | 15054
|
| | | |
|
| | Total for estimate 0011: | 146,365.00 |
|
| Est Nbr: | 0012 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 4001 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Initial Payment | 9,468.00 | 00-707
|
| | | |
|
| 4002 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Initial Payment | 3,972.00 | 00-704
|
| | | |
|
| | Total for estimate 0012: | 13,440.00 |
|
| Est Nbr: | 0013 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Initial Payment | 7,122.72 | 104381
|
| | | |
|
| 4001 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -1,578.00 | 00-707
|
| | | |
|
| 4002 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -1,986.00 | 00-704
|
| | | |
|
| | Total for estimate 0013: | 3,558.72 |
|
| Est Nbr: | 0014 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Initial Payment | 4,047.00 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0213 | A779.51 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 8,000.00 | 140735
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 0214 | A779.52 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 4,000.00 | 140735
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 0215 | A779.53 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 8,000.00 | 140735
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 0216 | A779.55 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 31,771.00 | 13313
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| | Total for estimate 0014: | 55,818.00 |
|
| Est Nbr: | 0016 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0160 | A007.32 | STREET LIGHTING UNIT | |
|
| | S.P. Initial Payment | 3,412.00 | 103704-2
|
| | STREET LIGHTING UNIT | |
|
| 0161 | A007.34 | STREET LIGHTING UNIT | |
|
| | S.P. Initial Payment | 5,664.00 | 103704-2
|
| | STREET LIGHTING UNIT | |
|
| 0162 | A011.10 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 2,451.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-8-4.6 | |
|
| 0163 | A011.26 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 5,424.00 | 103704
|
| | C.M.A. SIG & LIGHT POLE CMP-9.5-4.6 | |
|
| 0164 | A011.43 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 2,765.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-11.4.6 | |
|
| 0165 | A011.66 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 3,935.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-12.5.4.6 | |
|
| 0166 | A012.10 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 12,000.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-14-4.6 | |
|
| 0167 | A012.74 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 21,680.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-17-4.6 | |
|
| 0168 | A012.91 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 17,628.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-18.5-4.6 | |
|
| 0169 | A012.96 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 9,124.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-20-4.6 | |
|
| 0171 | A016.40 | MAST ARM SIGNAL POLE, TYPE MP-6.5 | |
|
| | S.P. Initial Payment | 2,107.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-6.5 | |
|
| 0172 | A016.45 | MAST ARM SIGNAL POLE, TYPE MP-8 | |
|
| | S.P. Initial Payment | 2,230.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-8 | |
|
| 0173 | A016.50 | MAST ARM SIGNAL POLE, TYPE MP-9.5 | |
|
| | S.P. Initial Payment | 4,700.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-9.5 | |
|
| 0174 | A016.60 | MAST ARM SIGNAL POLE, TYPE MP-12.5 | |
|
| | S.P. Initial Payment | 6,810.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-12.5 | |
|
| 0175 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Initial Payment | 54,000.00 | 30372
|
| | SIGNAL STRUCTURE | |
|
| | Total for estimate 0016: | 153,930.00 |
|
| Est Nbr: | 0018 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -1,618.80 | 104381
|
| | | |
|
| | S.P. Adjustment | -1,618.80 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0131 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Initial Payment | 6,115.98 | 762826
|
| | PULL BOX, TYPE PB-2 | |
|
| | Total for estimate 0018: | 2,878.38 |
|
| Est Nbr: | 0019 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -485.64 | 104381
|
| | | |
|
| | S.P. Adjustment | -485.64 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0161 | A007.34 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -3,776.00 | 103704-2
|
| | STREET LIGHTING UNIT | |
|
| 0175 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Adjustment | -5,400.00 | 30372
|
| | SIGNAL STRUCTURE | |
|
| | Total for estimate 0019: | -10,147.28 |
|
| Est Nbr: | 0020 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -971.28 | 104381
|
| | | |
|
| | S.P. Adjustment | -971.28 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0131 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -2,665.94 | 762826
|
| | PULL BOX, TYPE PB-2 | |
|
| 0161 | A007.34 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -1,888.00 | 103704-2
|
| | STREET LIGHTING UNIT | |
|
| 0175 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Adjustment | -43,200.00 | 30372
|
| | SIGNAL STRUCTURE | |
|
| 0213 | A779.51 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -8,000.00 | 140735
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 4001 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -1,578.00 | 00-707
|
| | | |
|
| | Total for estimate 0020: | -59,274.50 |
|
| Est Nbr: | 0021 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -485.64 | 104381
|
| | | |
|
| | S.P. Adjustment | -485.64 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0163 | A011.26 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -2,712.00 | 103704
|
| | C.M.A. SIG & LIGHT POLE CMP-9.5-4.6 | |
|
| 0166 | A012.10 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,000.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-14-4.6 | |
|
| 0175 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Adjustment | -5,400.00 | 30372
|
| | SIGNAL STRUCTURE | |
|
| 0220 | A820.00 | CONTROLLER CABINET | |
|
| | S.P. Adjustment | -809.00 | 15054
|
| | | |
|
| | Total for estimate 0021: | -13,892.28 |
|
| Est Nbr: | 0022 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -323.76 | 104381
|
| | | |
|
| | S.P. Adjustment | -323.76 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Initial Payment | 14,895.62 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -5,714.99 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| | Total for estimate 0022: | 8,533.11 |
|
| Est Nbr: | 0023 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -2,941.70 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -14,800.00 | 15054
|
| | | |
|
| 0148 | A004.04 | TRAFFIC SIGNAL, TYPE TS-1LL | |
|
| | S.P. Adjustment | -4,008.00 | 15054
|
| | | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -2,284.00 | 15054
|
| | | |
|
| 0150 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -5,100.00 | 15054
|
| | | |
|
| 0151 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -2,676.00 | 15054
|
| | | |
|
| 0152 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -12,766.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -4,335.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -390.00 | 15054
|
| | | |
|
| 0167 | A012.74 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,336.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-17-4.6 | |
|
| 0169 | A012.96 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,562.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-20-4.6 | |
|
| 0174 | A016.60 | MAST ARM SIGNAL POLE, TYPE MP-12.5 | |
|
| | S.P. Adjustment | -3,405.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-12.5 | |
|
| 0216 | A779.55 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -31,771.00 | 13313
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 0225 | 7320.95 | FIBER OPTIC SIGN | |
|
| | S.P. Adjustment | -7,384.00 | 15054
|
| | | |
|
| | Total for estimate 0023: | -100,758.70 |
|
| Est Nbr: | 0024 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -1,468.70 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| | Total for estimate 0024: | -1,468.70 |
|
| Est Nbr: | 0025 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -1,390.37 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -8,288.00 | 15054
|
| | | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -571.00 | 15054
|
| | | |
|
| 0150 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -1,530.00 | 15054
|
| | | |
|
| 0151 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -892.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -1,445.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -156.00 | 15054
|
| | | |
|
| 0162 | A011.10 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -2,451.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-8-4.6 | |
|
| 0166 | A012.10 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,000.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-14-4.6 | |
|
| 0167 | A012.74 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,336.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-17-4.6 | |
|
| 0168 | A012.91 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,407.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-18.5-4.6 | |
|
| 0169 | A012.96 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,562.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-20-4.6 | |
|
| 0174 | A016.60 | MAST ARM SIGNAL POLE, TYPE MP-12.5 | |
|
| | S.P. Adjustment | -3,405.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-12.5 | |
|
| 0215 | A779.53 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -8,000.00 | 140735
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 4002 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -1,986.00 | 00-704
|
| | | |
|
| | Total for estimate 0025: | -47,419.37 |
|
| Est Nbr: | 0026 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -2,104.44 | 104381
|
| | | |
|
| | S.P. Adjustment | -161.88 | 104555
|
| | CAST IRON COVER & FRAME | |
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -1,038.63 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -2,284.00 | 15054
|
| | | |
|
| 0152 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -6,383.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -2,312.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -195.00 | 15054
|
| | | |
|
| 4001 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -1,578.00 | 00-707
|
| | | |
|
| | Total for estimate 0026: | -16,056.95 |
|
| Est Nbr: | 0027 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -244.30 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| 0131 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -1,097.74 | 762826
|
| | PULL BOX, TYPE PB-2 | |
|
| 0223 | 7315.90 | INSTALL OVERHEAD SIGNS | |
|
| | S.P. Adjustment | -2,454.00 | 15054
|
| | | |
|
| | Total for estimate 0027: | -3,796.04 |
|
| Est Nbr: | 0028 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0090 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -1,133.16 | 104381
|
| | | |
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -488.61 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| 0131 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -313.64 | 762826
|
| | PULL BOX, TYPE PB-2 | |
|
| 0152 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -6,383.00 | 15054
|
| | | |
|
| 0167 | A012.74 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -8,672.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-17-4.6 | |
|
| 0171 | A016.40 | MAST ARM SIGNAL POLE, TYPE MP-6.5 | |
|
| | S.P. Adjustment | -2,107.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-6.5 | |
|
| 0173 | A016.50 | MAST ARM SIGNAL POLE, TYPE MP-9.5 | |
|
| | S.P. Adjustment | -2,350.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-9.5 | |
|
| | Total for estimate 0028: | -21,447.41 |
|
| Est Nbr: | 0029 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0115 | 4152.00 | REINFORCING STEEL FOR RETAINING WALL | |
|
| | S.P. Adjustment | -1,608.33 | 461453
|
| | RE-STEEL FOR RETAINING WALL | |
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -5,328.00 | 15054
|
| | | |
|
| 0148 | A004.04 | TRAFFIC SIGNAL, TYPE TS-1LL | |
|
| | S.P. Adjustment | -1,002.00 | 15054
|
| | | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -2,284.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -1,734.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -156.00 | 15054
|
| | | |
|
| | Total for estimate 0029: | -12,112.33 |
|
| Est Nbr: | 0033 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -4,736.00 | 15054
|
| | | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -571.00 | 15054
|
| | | |
|
| 0151 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -892.00 | 15054
|
| | | |
|
| 0152 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -6,383.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -2,312.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -117.00 | 15054
|
| | | |
|
| 0160 | A007.32 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -1,706.00 | 103704-2
|
| | STREET LIGHTING UNIT | |
|
| 0163 | A011.26 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -2,712.00 | 103704
|
| | C.M.A. SIG & LIGHT POLE CMP-9.5-4.6 | |
|
| 0173 | A016.50 | MAST ARM SIGNAL POLE, TYPE MP-9.5 | |
|
| | S.P. Adjustment | -2,350.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-9.5 | |
|
| 0214 | A779.52 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -4,000.00 | 140735
|
| | WIDE-AREA VIDEO SYSTEM | |
|
| 4001 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -3,156.00 | 00-707
|
| | | |
|
| | Total for estimate 0033: | -28,935.00 |
|
| Est Nbr: | 0036 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -3,552.00 | 15054
|
| | | |
|
| 0149 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -1,142.00 | 15054
|
| | | |
|
| 0151 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -892.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -1,156.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -117.00 | 15054
|
| | | |
|
| 0166 | A012.10 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,000.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-14-4.6 | |
|
| | Total for estimate 0036: | -10,859.00 |
|
| Est Nbr: | 0037 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0167 | A012.74 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,336.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-17-4.6 | |
|
| 0168 | A012.91 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -4,407.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-18.5-4.6 | |
|
| | Total for estimate 0037: | -8,743.00 |
|
| Est Nbr: | 0038 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0147 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -1,184.00 | 15054
|
| | | |
|
| 0150 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -1,020.00 | 15054
|
| | | |
|
| 0151 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -1,784.00 | 15054
|
| | | |
|
| 0153 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -1,734.00 | 15054
|
| | | |
|
| 0154 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Adjustment | -39.00 | 15054
|
| | | |
|
| 0160 | A007.32 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -1,706.00 | 103704-2
|
| | STREET LIGHTING UNIT | |
|
| 0164 | A011.43 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -2,765.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-11.4.6 | |
|
| | Total for estimate 0038: | -10,232.00 |
|
| Est Nbr: | 0042 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0131 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -2,038.66 | 762826
|
| | PULL BOX, TYPE PB-2 | |
|
| | Total for estimate 0042: | -2,038.66 |
|
| Est Nbr: | 0044 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0152 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -19,149.00 | 15054
|
| | | |
|
| 0165 | A011.66 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -3,935.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-12.5.4.6 | |
|
| 0168 | A012.91 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -8,814.00 | 103704-2
|
| | C.M.A. SIG & LIGHT POLE CMP-18.5-4.6 | |
|
| 0172 | A016.45 | MAST ARM SIGNAL POLE, TYPE MP-8 | |
|
| | S.P. Adjustment | -2,230.00 | 103704-2
|
| | MAST ARM SIGNAL POLE, MP-8 | |
|
| 0223 | 7315.90 | INSTALL OVERHEAD SIGNS | |
|
| | S.P. Adjustment | -1,636.00 | 15054
|
| | | |
|
| 4001 | A030.00 | FUSED DISCONNECT | |
|
| | S.P. Adjustment | -1,578.00 | 00-707
|
| | | |
|
| | Total for estimate 0044: | -37,342.00 |
|
| | Total remaining for contract: | -0.01 |
|
|---|
| | | 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 | 35,000.00 | 1.000 | 35,000.00
|
| MOBILIZATION | LS | 1.000 | 35,000.00
|
| | | 1.000 | 35,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 1009.00 | 20,000.00 | 1.000 | 20,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 20,000.00
|
| | | 0.600 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 1011.00 | 1.20 | 1,060.000 | 1,272.00
|
| WATER | kL | 1,060.000 | 1,272.00
|
| | | 45.425 | 54.51
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1020.90 | 2,540.00 | 2.000 | 5,080.00
|
| REMOVE AND RESET FLAGPOLE | EACH | 2.000 | 5,080.00
|
| | | 1.000 | 2,540.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1030.00 | 7.40 | 14,630.000 | 108,262.00
|
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 14,630.000 | 108,262.00
|
| | | 16,623.714 | 123,015.48
|
| | 18.348 | 135.78
|
| | |
|
| 0006 1101.00 | 3.80 | 53,631.000 | 203,797.80
|
| REMOVE PAVEMENT | m2 | 53,631.000 | 203,797.80
|
| | | 56,511.563 | 214,743.93
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1102.00 | 4.00 | 11,819.000 | 47,276.00
|
| REMOVE ASPHALT SURFACE | m2 | 11,819.000 | 47,276.00
|
| | | 12,624.698 | 50,498.79
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1104.00 | 2,000.00 | 3.000 | 6,000.00
|
| REMOVE PUMP ISLAND | EACH | 3.000 | 6,000.00
|
| | | 3.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1106.00 | 4.00 | 4,357.000 | 17,428.00
|
| REMOVE DRIVEWAY | m2 | 4,357.000 | 17,428.00
|
| | | 5,025.765 | 20,103.06
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1107.00 | 4.00 | 6,601.000 | 26,404.00
|
| REMOVE WALK | m2 | 6,601.000 | 26,404.00
|
| | | 6,662.649 | 26,650.59
|
| | 3.520 | 14.08
|
| | |
|
| 0011 1113.00 | 1,000.00 | 2.000 | 2,000.00
|
| REMOVE STEP | EACH | 2.000 | 2,000.00
|
| | | 2.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 1114.10 | 200.00 | 2.000 | 400.00
|
| REMOVE RETAINING WALL | m | 2.000 | 400.00
|
| | | 88.059 | 17,611.80
|
| | 0.000 | 0.00
|
| | |
|
| 0013 1122.01 | 4.00 | 1,409.000 | 5,636.00
|
| REMOVE CONCRETE MEDIAN SURFACING | m2 | 1,409.000 | 5,636.00
|
| | | 1,276.830 | 5,107.32
|
| | 0.000 | 0.00
|
| | |
|
| 0014 1123.55 | 1,000.00 | 2.000 | 2,000.00
|
| REMOVE FOOTING | EACH | 2.000 | 2,000.00
|
| | | 5.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 1124.00 | 25,000.00 | 1.000 | 25,000.00
|
| REMOVE BUILDING | EACH | 1.000 | 25,000.00
|
| AT STA. 140+73 RT. | | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 1124.01 | 38,000.00 | 1.000 | 38,000.00
|
| REMOVE BUILDING | EACH | 1.000 | 38,000.00
|
| AT STA. 140+97 RT. | | 1.000 | 38,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 1124.02 | 28,000.00 | 1.000 | 28,000.00
|
| REMOVE BUILDING | EACH | 1.000 | 28,000.00
|
| AT STA. 141+27 RT. | | 1.000 | 28,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 1124.03 | 1,200.00 | 1.000 | 1,200.00
|
| REMOVE BUILDING | EACH | 1.000 | 1,200.00
|
| AT STA. 142+38 RT. | | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 1124.04 | 4,800.00 | 1.000 | 4,800.00
|
| REMOVE BUILDING | EACH | 1.000 | 4,800.00
|
| AT STA. 142+53 RT. | | 1.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 1125.00 | 30,000.00 | 1.000 | 30,000.00
|
| CLEAR TRACT | EACH | 1.000 | 30,000.00
|
| AT STA. 140+33.9 TO STA. 140+84.3 RT. | | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 1125.01 | 15,000.00 | 1.000 | 15,000.00
|
| CLEAR TRACT | EACH | 1.000 | 15,000.00
|
| AT STA. 140+84.3 TO STA. 141+13.5 RT. | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 1125.02 | 5,000.00 | 1.000 | 5,000.00
|
| CLEAR TRACT | EACH | 1.000 | 5,000.00
|
| AT STA. 141+13.5 TO STA. 141+69.6 RT. | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 1125.03 | 12,000.00 | 1.000 | 12,000.00
|
| CLEAR TRACT | EACH | 1.000 | 12,000.00
|
| AT STA. 142+21.3 TO STA. 142+55.8 RT. | | 1.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 1130.00 | 2,500.00 | 3.000 | 7,500.00
|
| REMOVE UNDERGROUND TANK | EACH | 3.000 | 7,500.00
|
| | | 4.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 1137.51 | 6,000.00 | 21.000 | 126,000.00
|
| REMOVE AND RESET | EACH | 21.000 | 126,000.00
|
| SIGN | | 20.000 | 120,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 1137.52 | 2,000.00 | 15.000 | 30,000.00
|
| REMOVE AND RESET | EACH | 15.000 | 30,000.00
|
| PARKING LOT LIGHT | | 12.000 | 24,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 4005 1136.10 | 15,960.00 | 0.000 | 0.00
|
| REMOVE | LS | 1.000 | 15,960.00
|
| REMOVE ASBESTOS @ 140+73Rt and 140+97Rt | | 1.000 | 15,960.00
|
| | 0.000 | 0.00
|
| | |
|
| 4006 1136.10 | 2,835.00 | 0.000 | 0.00
|
| REMOVE | LS | 1.000 | 2,835.00
|
| REMOVE ASBESTOS @ 141+27Rt | | 1.000 | 2,835.00
|
| | 0.000 | 0.00
|
| | |
|
| 4008 A580.92 | 10,436.96 | 0.000 | 0.00
|
| INSTALL | LS | 1.000 | 10,436.96
|
| Install and Remove 148 Meters of Temporary Concrete Barriers | | 1.000 | 10,436.96
|
| | 0.000 | 0.00
|
| | |
|
| 4011 9110.01 | 140.00 | 0.000 | 0.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 250.000 | 35,000.00
|
| | | 548.499 | 76,789.86
|
| | 0.000 | 0.00
|
| | |
|
| 4012 9110.03 | 85.00 | 0.000 | 0.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 250.000 | 21,250.00
|
| | | 1,032.673 | 87,777.21
|
| | 0.000 | 0.00
|
| | |
|
| 4013 1124.00 | 5,460.00 | 0.000 | 0.00
|
| REMOVE BUILDING | EACH | 1.000 | 5,460.00
|
| FOX PHOTO 137+80 LT | | 1.000 | 5,460.00
|
| | 0.000 | 0.00
|
| | |
|
| 4014 1044.10 | 10,477.35 | 0.000 | 0.00
|
| DISPOSAL OF HAZARDOUS WASTE | LS | 1.000 | 10,477.35
|
| DISPOSAL OF 405 TONS OF CONTAMINATED SOILS | | 1.000 | 10,477.35
|
| | 0.000 | 0.00
|
| | |
|
| 4017 A580.92 | 12,309.48 | 0.000 | 0.00
|
| INSTALL | LS | 1.000 | 12,309.48
|
| Install Temporary Rock Surfacing | | 1.000 | 12,309.48
|
| | 0.000 | 0.00
|
| | |
|
| 4020 1010.48 | 6,236.48 | 0.000 | 0.00
|
| REMOVAL OF UNSUITABLE MATERIAL | LS | 1.000 | 6,236.48
|
| Sta. 141+93 @ 25 LT | | 1.000 | 6,236.48
|
| | 0.000 | 0.00
|
| | |
|
| 4025 A699.90 | 6.89 | 0.000 | 0.00
|
| REMOVE | EACH | 110.000 | 757.90
|
| Remove and Install Temporary FenceSta. 146+26 LT 40 and Sta. 151+87 RT 17 | | 110.000 | 757.90
|
| | 0.000 | 0.00
|
| | |
|
| 4031 L022.11 | 4.50 | 0.000 | 0.00
|
| FABRIC SILT FENCE-LOW POROSITY | m | 291.000 | 1,309.50
|
| | | 753.000 | 3,388.50
|
| | 0.000 | 0.00
|
| | |
|
| 4009 A580.92 | 10,439.96 | 0.000 | 0.00
|
| INSTALL | LS | 1.000 | 10,439.96
|
| Install and Remove 148 Meters of Temporary Concrete Barriers | | 1.000 | 10,439.96
|
| | 0.000 | 0.00
|
| | |
|
| 4016 A580.92 | 18,220.65 | 0.000 | 0.00
|
| INSTALL | LS | 1.000 | 18,220.65
|
| Install 3" sprinkler system at Crossroads Mall | | 1.000 | 18,220.65
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 803,055.80
|
| | Current | 953,749.08
|
| | In place | 1,094,414.83
|
| | This Estimate | 149.86
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | |
|
| 0027 L001.02 | 5,800.00 | 0.330 | 1,914.00
|
| SEEDING, TYPE B | ha | 0.330 | 1,914.00
|
| | | 0.372 | 2,157.60
|
| | 0.372 | 2,157.60
|
| | |
|
| 0028 L010.00 | 4.40 | 15,559.000 | 68,459.60
|
| SODDING | m2 | 15,559.000 | 68,459.60
|
| | | 18,746.218 | 82,483.36
|
| | 13,192.229 | 58,045.81
|
| | |
|
| 0029 L032.75 | 300.00 | 1.600 | 480.00
|
| MULCH | Mg | 1.600 | 480.00
|
| | | 1.805 | 541.50
|
| | 1.805 | 541.50
|
| | |
|
| 0030 W600.03 | 111.30 | 55.000 | 6,121.50
|
| ADJUST VALVE BOX TO GRADE | EACH | 55.000 | 6,121.50
|
| | | 42.000 | 4,674.60
|
| | 0.000 | 0.00
|
| | |
|
| 0031 0030.30 | 260,000.00 | 1.000 | 260,000.00
|
| MOBILIZATION | LS | 1.000 | 260,000.00
|
| | | 1.000 | 260,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 3014.20 | 42.00 | 1,189.100 | 49,942.20
|
| COMBINATION CONCRETE CLASS 47B-SPECIAL-25 CURB AND GUTTER | m | 1,189.100 | 49,942.20
|
| | | 905.458 | 38,029.23
|
| | 0.000 | 0.00
|
| | |
|
| 0033 3016.21 | 24.00 | 6,056.000 | 145,344.00
|
| CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 6,056.000 | 145,344.00
|
| | | 6,374.842 | 152,996.21
|
| | 0.000 | 0.00
|
| | |
|
| 0034 3017.16 | 79.50 | 1,273.000 | 101,203.50
|
| 155 mm CONCRETE CLASS 47B-20 IMPRINTED SURFACING | m2 | 1,273.000 | 101,203.50
|
| | | 1,850.522 | 147,116.49
|
| | 0.000 | 0.00
|
| | |
|
| 0035 3017.40 | 50.20 | 196.000 | 9,839.20
|
| CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 196.000 | 9,839.20
|
| | | 274.766 | 13,793.25
|
| | 0.000 | 0.00
|
| | |
|
| 0036 3017.47 | 79.50 | 2,342.000 | 186,189.00
|
| 155 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING | m2 | 2,342.000 | 186,189.00
|
| | | 2,079.194 | 165,295.93
|
| | 0.000 | 0.00
|
| | |
|
| 0037 3020.28 | 49.00 | 288.000 | 14,112.00
|
| CONCRETE CLASS PR-25 DRIVEWAY | m2 | 288.000 | 14,112.00
|
| 180 mm | | 818.390 | 40,101.11
|
| | 0.000 | 0.00
|
| | |
|
| 0038 3020.30 | 35.00 | 5,864.000 | 205,240.00
|
| CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 5,864.000 | 205,240.00
|
| 180 mm | | 6,424.103 | 224,843.66
|
| | 0.000 | 0.00
|
| | |
|
| 0039 3040.13 | 48.00 | 750.000 | 36,000.00
|
| CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 750.000 | 36,000.00
|
| | | 6,663.327 | 319,839.74
|
| | 0.000 | 0.00
|
| | |
|
| 0040 3089.25 | 41.10 | 3,941.000 | 161,975.10
|
| TEMPORARY SURFACING | m2 | 3,941.000 | 161,975.10
|
| 200 mm | | 6,203.536 | 254,965.33
|
| | 0.000 | 0.00
|
| | |
|
| 0041 3091.09 | 35.70 | 6,513.000 | 232,514.10
|
| 230 mm CONCRETE PAVEMENT, CLASS 47B-SPECIAL-25 | m2 | 6,513.000 | 232,514.10
|
| | | 7,334.865 | 261,854.68
|
| | 0.000 | 0.00
|
| | |
|
| 0042 3091.10 | 32.80 | 56,700.000 | 1,859,760.00
|
| 255 mm CONCRETE PAVEMENT, CLASS 47B-SPECIAL-25 | m2 | 56,700.000 | 1,859,760.00
|
| | | 57,856.969 | 1,897,708.57
|
| | 0.000 | 0.00
|
| | |
|
| 0043 3097.68 | 57.70 | 1,610.000 | 92,897.00
|
| 255 mm CONCRETE PAVEMENT, CLASS PR-25 | m2 | 1,610.000 | 92,897.00
|
| | | 1,149.885 | 66,348.36
|
| | 0.000 | 0.00
|
| | |
|
| 0044 4003.00 | 2.20 | 4,997.000 | 10,993.40
|
| CAST IRON COVER, FRAME, AND FLANGE | kg | 4,997.000 | 10,993.40
|
| | | 1,578.000 | 3,471.60
|
| | 0.000 | 0.00
|
| | |
|
| 0045 4005.00 | 0.00 | 316.000 | 0.00
|
| CAST IRON RING AND COVER | kg | 316.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 4015.00 | 110.00 | 94.000 | 10,340.00
|
| ADJUST MANHOLE TO GRADE | EACH | 94.000 | 10,340.00
|
| | | 85.000 | 9,350.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 7500.31 | 230.00 | 32.000 | 7,360.00
|
| ARROW, PREFORMED PAVEMENT MARKING, TYPE 3 | EACH | 32.000 | 7,360.00
|
| GROOVED | | 5.000 | 1,150.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 7500.39 | 230.00 | 18.000 | 4,140.00
|
| ONLY, PREFORMED PAVEMENT MARKING, TYPE-3 | EACH | 18.000 | 4,140.00
|
| GROOVED | | 5.000 | 1,150.00
|
| | 2.000 | 460.00
|
| | |
|
| 0049 7502.13 | 7.00 | 223.000 | 1,561.00
|
| 100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 223.000 | 1,561.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 7502.14 | 8.50 | 3,023.000 | 25,695.50
|
| 100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 3,023.000 | 25,695.50
|
| | | 714.200 | 6,070.70
|
| | 0.000 | 0.00
|
| | |
|
| 0051 7503.14 | 10.00 | 2,172.000 | 21,720.00
|
| 100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 2,172.000 | 21,720.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 7506.14 | 16.50 | 161.000 | 2,656.50
|
| 200 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 161.000 | 2,656.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 7512.13 | 52.00 | 527.000 | 27,404.00
|
| 600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 527.000 | 27,404.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 9034.00 | 3.20 | 5,456.000 | 17,459.20
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 5,456.000 | 17,459.20
|
| | | 7,242.493 | 23,175.96
|
| | -75.184 | -240.59
|
| | |
|
| 0055 9111.00 | 2.60 | 1,030.000 | 2,678.00
|
| WATER | kL | 1,030.000 | 2,678.00
|
| | | 185.486 | 482.26
|
| | 0.000 | 0.00
|
| | |
|
| 0056 9170.00 | 445.50 | 56.155 | 25,017.05
|
| EARTH SHOULDER CONSTRUCTION | StaM | 56.155 | 25,017.05
|
| | | 53.014 | 23,617.74
|
| | 23.418 | 10,432.72
|
| | |
|
| 0057 9170.50 | 782.10 | 2.120 | 1,658.05
|
| MEDIAN CONSTRUCTION | StaM | 2.120 | 1,658.05
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 9173.20 | 2.10 | 70,975.000 | 149,047.50
|
| SUBGRADE PREPARATION | m2 | 70,975.000 | 149,047.50
|
| | | 66,341.719 | 139,317.61
|
| | 60.072 | 126.15
|
| | |
|
| 4029 4900.34 | 195.21 | 0.000 | 0.00
|
| BUILD | m2 | 60.691 | 11,847.49
|
| Concrete surfacing between wall and parking lot.Wheel barrowed from truck to grade. | | 60.691 | 11,847.49
|
| | 0.000 | 0.00
|
| | |
|
| 4034 9185.50 | 19.69 | 0.000 | 0.00
|
| MILLING CONCRETE CURB | m | 229.514 | 4,519.13
|
| Grinding Curb on Dodge Street Sta. 2495+50 to Sta. 2496+15 | | 229.514 | 4,519.13
|
| | 0.000 | 0.00
|
| | |
|
| 4038 1101.25 | 29.52 | 0.000 | 0.00
|
| SAWING PAVEMENT | m | 64.000 | 1,889.28
|
| Sawing Pavement and Installing Dowel Bars at Sta. 2498+28 to Sta. 2498+92 | | 64.000 | 1,889.28
|
| | 0.000 | 0.00
|
| | |
|
| 4044 3016.00 | 115.20 | 0.000 | 0.00
|
| CONCRETE SIDEWALK | m2 | 313.070 | 36,065.66
|
| Concrete surfacing between sidewalk and wall.Concrete dumped off of cement truck chute. | | 313.070 | 36,065.66
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 3,739,721.40
|
| | Current | 3,794,042.97
|
| | In place | 4,194,857.05
|
| | This Estimate | 71,523.19
|
| | |
|
| GROUP 4 CULVERTS | | |
|
| 0059 W100.00 | 500.00 | 15.000 | 7,500.00
|
| CURB STOP AND BOX | EACH | 15.000 | 7,500.00
|
| 19 mm | | 25.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0060 W100.01 | 600.00 | 7.000 | 4,200.00
|
| CURB STOP AND BOX | EACH | 7.000 | 4,200.00
|
| 25 mm | | 15.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0061 W100.02 | 650.00 | 1.000 | 650.00
|
| CURB STOP AND BOX | EACH | 1.000 | 650.00
|
| 50 mm | | 6.000 | 3,900.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 W100.03 | 650.00 | 1.000 | 650.00
|
| CURB STOP AND BOX | EACH | 1.000 | 650.00
|
| 75 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 W100.04 | 800.00 | 2.000 | 1,600.00
|
| CURB STOP AND BOX | EACH | 2.000 | 1,600.00
|
| 100 mm | | 3.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 W100.05 | 800.00 | 2.000 | 1,600.00
|
| CURB STOP AND BOX | EACH | 2.000 | 1,600.00
|
| 150 mm | | 6.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 W100.06 | 800.00 | 1.000 | 800.00
|
| CURB STOP AND BOX | EACH | 1.000 | 800.00
|
| 200 mm | | 3.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 W100.16 | 460.00 | 15.000 | 6,900.00
|
| CURB STOP AND RELOCATE BOX | EACH | 15.000 | 6,900.00
|
| 19 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0067 W100.17 | 470.00 | 7.000 | 3,290.00
|
| CURB STOP AND RELOCATE BOX | EACH | 7.000 | 3,290.00
|
| 25 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0068 W100.18 | 480.00 | 1.000 | 480.00
|
| CURB STOP AND RELOCATE BOX | EACH | 1.000 | 480.00
|
| 75 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0069 W100.19 | 520.00 | 1.000 | 520.00
|
| CURB STOP AND RELOCATE BOX | EACH | 1.000 | 520.00
|
| 100 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0070 W100.21 | 680.00 | 1.000 | 680.00
|
| CURB STOP AND RELOCATE BOX | EACH | 1.000 | 680.00
|
| 150 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0071 W100.22 | 795.00 | 1.000 | 795.00
|
| CURB STOP AND RELOCATE BOX | EACH | 1.000 | 795.00
|
| 200 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0072 W100.59 | 350.00 | 30.000 | 10,500.00
|
| 19 mm TAP | EACH | 30.000 | 10,500.00
|
| | | 24.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 W100.60 | 380.00 | 14.000 | 5,320.00
|
| 25 mm TAP | EACH | 14.000 | 5,320.00
|
| | | 12.000 | 4,560.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 W100.70 | 450.00 | 1.000 | 450.00
|
| 50 mm TAP | EACH | 1.000 | 450.00
|
| | | 6.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 W100.71 | 1,680.00 | 2.000 | 3,360.00
|
| 75 mm TAP | EACH | 2.000 | 3,360.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 W100.72 | 1,680.00 | 3.000 | 5,040.00
|
| 100 mm TAP | EACH | 3.000 | 5,040.00
|
| | | 5.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 W100.74 | 1,850.00 | 3.000 | 5,550.00
|
| 150 mm TAP | EACH | 3.000 | 5,550.00
|
| | | 6.000 | 11,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0078 W100.76 | 2,175.00 | 2.000 | 4,350.00
|
| 200 mm TAP | EACH | 2.000 | 4,350.00
|
| | | 5.000 | 10,875.00
|
| | 0.000 | 0.00
|
| | |
|
| 0079 W176.00 | 145.00 | 265.400 | 38,483.00
|
| 19 mm COPPER WATER SERVICE | m | 265.400 | 38,483.00
|
| | | 311.590 | 45,180.56
|
| | 0.000 | 0.00
|
| | |
|
| 0080 W176.01 | 160.00 | 136.700 | 21,872.00
|
| 25 mm COPPER WATER SERVICE | m | 136.700 | 21,872.00
|
| | | 221.823 | 35,491.68
|
| | 0.000 | 0.00
|
| | |
|
| 0081 W176.12 | 350.00 | 23.500 | 8,225.00
|
| 50 mm COPPER WATER SERVICE | m | 23.500 | 8,225.00
|
| | | 92.730 | 32,455.50
|
| | 0.000 | 0.00
|
| | |
|
| 0082 W176.15 | 650.00 | 6.000 | 3,900.00
|
| 75 mm COPPER WATER SERVICE | m | 6.000 | 3,900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0083 W176.16 | 580.00 | 21.500 | 12,470.00
|
| 100 mm COPPER WATER SERVICE | m | 21.500 | 12,470.00
|
| | | 30.630 | 17,765.40
|
| | 0.000 | 0.00
|
| | |
|
| 0084 W176.18 | 690.00 | 30.000 | 20,700.00
|
| 150 mm COPPER WATER SERVICE | m | 30.000 | 20,700.00
|
| | | 40.177 | 27,722.13
|
| | 0.000 | 0.00
|
| | |
|
| 0085 W176.20 | 720.00 | 24.000 | 17,280.00
|
| 200 mm COPPER WATER SERVICE | m | 24.000 | 17,280.00
|
| | | 59.799 | 43,055.28
|
| | 0.000 | 0.00
|
| | |
|
| 0086 W750.15 | 80.00 | 57.000 | 4,560.00
|
| RELOCATE SPRINKLER HEAD | EACH | 57.000 | 4,560.00
|
| | | 844.000 | 67,520.00
|
| | 170.000 | 13,600.00
|
| | |
|
| 0087 0030.40 | 58,000.00 | 1.000 | 58,000.00
|
| MOBILIZATION | LS | 1.000 | 58,000.00
|
| | | 1.000 | 58,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0088 1117.00 | 430.00 | 11.000 | 4,730.00
|
| REMOVE MANHOLE | EACH | 11.000 | 4,730.00
|
| | | 12.000 | 5,160.00
|
| | 0.000 | 0.00
|
| | |
|
| 0089 1119.00 | 450.00 | 76.000 | 34,200.00
|
| REMOVE INLET | EACH | 76.000 | 34,200.00
|
| | | 65.000 | 29,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0090 4002.00 | 2.30 | 5,358.000 | 12,323.40
|
| CAST IRON COVER AND FRAME | kg | 0.000 | 0.00
|
| | | 5,358.000 | 12,323.40
|
| | 0.000 | 0.00
|
| | |
|
| 0091 4003.00 | 2.10 | 5,005.000 | 10,510.50
|
| CAST IRON COVER, FRAME, AND FLANGE | kg | 5,005.000 | 10,510.50
|
| | | 5,523.000 | 11,598.30
|
| | 0.000 | 0.00
|
| | |
|
| 0092 4004.50 | 2.70 | 338.000 | 912.60
|
| CAST IRON GRATE AND FRAME | kg | 338.000 | 912.60
|
| | | 338.000 | 912.60
|
| | 0.000 | 0.00
|
| | |
|
| 0093 4015.50 | 700.00 | 31.000 | 21,700.00
|
| RECONSTRUCT MANHOLE | EACH | 31.000 | 21,700.00
|
| | | 36.000 | 25,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0094 4016.00 | 1,420.00 | 1.000 | 1,420.00
|
| MANHOLE | EACH | 1.000 | 1,420.00
|
| AT STA. 136+24.1 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0095 4016.01 | 1,530.00 | 1.000 | 1,530.00
|
| MANHOLE | EACH | 1.000 | 1,530.00
|
| AT STA. 136+41.5 LT. | | 2.000 | 3,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0096 4016.02 | 1,870.00 | 1.000 | 1,870.00
|
| MANHOLE | EACH | 1.000 | 1,870.00
|
| AT STA. 137+09 LT. | | 1.000 | 1,870.00
|
| | 0.000 | 0.00
|
| | |
|
| 0097 4016.03 | 1,530.00 | 1.000 | 1,530.00
|
| MANHOLE | EACH | 1.000 | 1,530.00
|
| AT STA. 137+19.9 LT. | | 1.000 | 1,530.00
|
| | 0.000 | 0.00
|
| | |
|
| 0098 4016.04 | 2,310.00 | 1.000 | 2,310.00
|
| MANHOLE | EACH | 1.000 | 2,310.00
|
| AT STA. 137+50 LT. | | 1.000 | 2,310.00
|
| | 0.000 | 0.00
|
| | |
|
| 0099 4016.05 | 2,390.00 | 1.000 | 2,390.00
|
| MANHOLE | EACH | 1.000 | 2,390.00
|
| AT STA. 138+56 LT. | | 1.000 | 2,390.00
|
| | 0.000 | 0.00
|
| | |
|
| 0100 4016.06 | 2,680.00 | 1.000 | 2,680.00
|
| MANHOLE | EACH | 1.000 | 2,680.00
|
| AT STA. 139+50.7 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0101 4016.07 | 2,680.00 | 1.000 | 2,680.00
|
| MANHOLE | EACH | 1.000 | 2,680.00
|
| AT STA. 140+95 LT. | | 2.000 | 5,360.00
|
| | 0.000 | 0.00
|
| | |
|
| 0102 4016.08 | 2,240.00 | 1.000 | 2,240.00
|
| MANHOLE | EACH | 1.000 | 2,240.00
|
| AT STA. 141+56.9 LT. | | 1.000 | 2,240.00
|
| | 0.000 | 0.00
|
| | |
|
| 0103 4016.09 | 2,240.00 | 1.000 | 2,240.00
|
| MANHOLE | EACH | 1.000 | 2,240.00
|
| AT STA. 144+21.4 LT. | | 1.000 | 2,240.00
|
| | 0.000 | 0.00
|
| | |
|
| 0104 4016.10 | 3,730.00 | 1.000 | 3,730.00
|
| MANHOLE | EACH | 1.000 | 3,730.00
|
| AT STA. 146+00 LT. | | 2.000 | 7,460.00
|
| | 0.000 | 0.00
|
| | |
|
| 0105 4016.11 | 2,050.00 | 1.000 | 2,050.00
|
| MANHOLE | EACH | 1.000 | 2,050.00
|
| AT STA. 2501+22.6 LT. | | 2.000 | 4,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0106 4017.00 | 720.00 | 35.000 | 25,200.00
|
| TAPPING EXISTING MANHOLE | EACH | 35.000 | 25,200.00
|
| | | 21.000 | 15,120.00
|
| | 0.000 | 0.00
|
| | |
|
| 0107 4018.00 | 940.00 | 1.000 | 940.00
|
| TAPPING EXISTING STRUCTURE | EACH | 1.000 | 940.00
|
| | | 4.000 | 3,760.00
|
| | 0.000 | 0.00
|
| | |
|
| 0108 4035.25 | 210.00 | 1.000 | 210.00
|
| REMOVE AND SALVAGE FLARED-END SECTION | EACH | 1.000 | 210.00
|
| | | 0.500 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
| 0109 4043.50 | 52.00 | 1,246.300 | 64,807.60
|
| REMOVE SEWER PIPE | m | 1,246.300 | 64,807.60
|
| | | 1,215.933 | 63,228.52
|
| | 0.000 | 0.00
|
| | |
|
| 0110 4093.80 | 240.00 | 364.000 | 87,360.00
|
| WALL MATERIALS | m2 | 364.000 | 87,360.00
|
| | | 727.188 | 174,525.12
|
| | 0.000 | 0.00
|
| | |
|
| 0111 4102.04 | 333.40 | 432.200 | 144,095.48
|
| CLASS 47BD-30 CONCRETE FOR RETAINING WALL | m3 | 432.200 | 144,095.48
|
| | | 432.200 | 144,095.48
|
| | 0.000 | 0.00
|
| | |
|
| 0112 4103.06 | 1,159.40 | 0.850 | 985.49
|
| CLASS 47B-20 CONCRETE FOR STEP | m3 | 0.850 | 985.49
|
| | | 0.850 | 985.49
|
| | 0.000 | 0.00
|
| | |
|
| 0113 4105.59 | 470.00 | 332.700 | 156,369.00
|
| CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 332.700 | 156,369.00
|
| | | 331.760 | 155,927.20
|
| | 0.000 | 0.00
|
| | |
|
| 0114 4130.06 | 2,270.00 | 0.050 | 113.50
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.050 | 113.50
|
| | | 1.330 | 3,019.10
|
| | 0.000 | 0.00
|
| | |
|
| 0115 4152.00 | 1.40 | 30,764.000 | 43,069.60
|
| REINFORCING STEEL FOR RETAINING WALL | kg | 30,764.000 | 43,069.60
|
| | | 30,764.000 | 43,069.60
|
| | 0.000 | 0.00
|
| | |
|
| 0116 4153.00 | 1.30 | 40.000 | 52.00
|
| REINFORCING STEEL FOR STEP | kg | 40.000 | 52.00
|
| | | 40.000 | 52.00
|
| | 0.000 | 0.00
|
| | |
|
| 0117 4155.50 | 1.80 | 12,304.000 | 22,147.20
|
| REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 12,304.000 | 22,147.20
|
| | | 12,465.000 | 22,437.00
|
| | 0.000 | 0.00
|
| | |
|
| 0118 4461.15 | 234.00 | 1.000 | 234.00
|
| INSTALL 375 mm CONCRETE FLARED-END SECTION | EACH | 1.000 | 234.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0119 4600.15 | 88.00 | 16.500 | 1,452.00
|
| 375 mm REINFORCED CONCRETE SEWER PIPE | m | 16.500 | 1,452.00
|
| | | 103.976 | 9,149.89
|
| | 0.000 | 0.00
|
| | |
|
| 0120 4600.18 | 73.00 | 1,784.000 | 130,232.00
|
| 450 mm REINFORCED CONCRETE SEWER PIPE | m | 1,784.000 | 130,232.00
|
| | | 1,682.152 | 122,797.09
|
| | 0.000 | 0.00
|
| | |
|
| 0121 4600.24 | 84.00 | 379.700 | 31,894.80
|
| 600 mm REINFORCED CONCRETE SEWER PIPE | m | 379.700 | 31,894.80
|
| | | 355.350 | 29,849.40
|
| | 0.000 | 0.00
|
| | |
|
| 0122 4600.30 | 95.00 | 109.200 | 10,374.00
|
| 750 mm REINFORCED CONCRETE SEWER PIPE | m | 109.200 | 10,374.00
|
| | | 109.200 | 10,374.00
|
| | 0.000 | 0.00
|
| | |
|
| 0123 4731.06 | 160.00 | 16.500 | 2,640.00
|
| 150 mm SANITARY SEWER PIPE | m | 16.500 | 2,640.00
|
| | | 56.310 | 9,009.60
|
| | 0.000 | 0.00
|
| | |
|
| 0124 4731.08 | 100.00 | 313.800 | 31,380.00
|
| 200 mm SANITARY SEWER PIPE | m | 313.800 | 31,380.00
|
| | | 313.500 | 31,350.00
|
| | 0.000 | 0.00
|
| | |
|
| 0125 4910.00 | 7.00 | 314.000 | 2,198.00
|
| TELEVISION INSPECTION | m | 314.000 | 2,198.00
|
| | | 290.028 | 2,030.20
|
| | 0.000 | 0.00
|
| | |
|
| 0126 6140.00 | 9.00 | 340.000 | 3,060.00
|
| DAMPPROOFING | m2 | 340.000 | 3,060.00
|
| | | 340.000 | 3,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0127 7110.04 | 30.00 | 115.000 | 3,450.00
|
| 1.2 METER CHAIN-LINK FENCE | m | 115.000 | 3,450.00
|
| | | 115.000 | 3,450.00
|
| | 0.000 | 0.00
|
| | |
|
| 0128 7115.04 | 200.00 | 2.000 | 400.00
|
| END POST FOR 1.2 METER CHAIN-LINK FENCE | EACH | 2.000 | 400.00
|
| | | 4.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
| 4007 4011.64 | 1,776.51 | 0.000 | 0.00
|
| AREA INLET | EACH | 1.000 | 1,776.51
|
| 131+25 RT | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4018 4012.18 | 1,311.01 | 0.000 | 0.00
|
| MODIFY CURB INLET | EACH | 1.000 | 1,311.01
|
| Sta. 137+20 @ 9.5 LT | | 1.000 | 1,311.01
|
| | 0.000 | 0.00
|
| | |
|
| 4019 4039.05 | 2,744.14 | 0.000 | 0.00
|
| REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE | LS | 1.000 | 2,744.14
|
| Sta. 141+ 90 @ 25 RT to sta. 142+04 @ 8 RT | | 1.000 | 2,744.14
|
| | 0.000 | 0.00
|
| | |
|
| 4024 1137.50 | 5,250.00 | 0.000 | 0.00
|
| REMOVE AND RESET | LS | 1.000 | 5,250.00
|
| Remove and Reset 8" Check Valve & Vault @ 15.4 LT 138+ 04 | | 1.000 | 5,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 4026 A699.90 | 4,036.37 | 0.000 | 0.00
|
| REMOVE | EACH | 1.000 | 4,036.37
|
| Remove and Replace 150MM P.I. Valve at Sta. 2099+64 RT 8 | | 1.000 | 4,036.37
|
| | 0.000 | 0.00
|
| | |
|
| 4027 1136.10 | 4,000.00 | 0.000 | 0.00
|
| REMOVE | LS | 1.000 | 4,000.00
|
| Remove and Rebuild Manhole Vault at Sta. 138+17 | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 4032 6990.01 | 2,707.62 | 0.000 | 0.00
|
| MODIFY | LS | 1.000 | 2,707.62
|
| Modify Area Inlet at Sta. 140+98 LT 11.6 | | 1.000 | 2,707.62
|
| | 0.000 | 0.00
|
| | |
|
| 4033 4107.05 | 688.27 | 0.000 | 0.00
|
| CLASS 47B CONCRETE FOR COLLAR | m3 | 6.480 | 4,459.99
|
| | | 6.480 | 4,459.99
|
| | 0.000 | 0.00
|
| | |
|
| 4035 4012.12 | 4,249.77 | 0.000 | 0.00
|
| CURB INLET | EACH | 1.000 | 4,249.77
|
| Build Radius Curb Inlet at Sta. 2431+08 RT 0.4 | | 1.000 | 4,249.77
|
| | 0.000 | 0.00
|
| | |
|
| 4036 4012.12 | 1,667.07 | 0.000 | 0.00
|
| CURB INLET | EACH | 1.000 | 1,667.07
|
| Build Curb Inlet at Sta. 138+53 RT 18 | | 1.000 | 1,667.07
|
| | 0.000 | 0.00
|
| | |
|
| 4037 4803.06 | 79.59 | 0.000 | 0.00
|
| 150 mm P.V.C. PIPE | m | 20.200 | 1,607.72
|
| Build 150mm PVC at Sta. 135+50 LT 17 to Sta. 139+30 LT 14 | | 20.200 | 1,607.72
|
| | 0.000 | 0.00
|
| | |
|
| 4039 6990.03 | 1,613.37 | 0.000 | 0.00
|
| TEMPORARY | EACH | 1.000 | 1,613.37
|
| Install Temporary Pipe and Remove at SW Cor. of 72nd & Cass | | 1.000 | 1,613.37
|
| | 0.000 | 0.00
|
| | |
|
| 4040 4762.68 | 68.89 | 0.000 | 0.00
|
| JACKING 200 mm DUCTILE IRON SEWER PIPE | m | 17.680 | 1,217.98
|
| Sta. 137+97.45 to Sta.138+15.13 LT 8.4 | | 17.680 | 1,217.98
|
| | 0.000 | 0.00
|
| | |
|
| 4041 A699.90 | 3,202.50 | 0.000 | 0.00
|
| REMOVE | EACH | 1.000 | 3,202.50
|
| Remove and Replace 2" Meter with Runaround Vault | | 1.000 | 3,202.50
|
| | 0.000 | 0.00
|
| | |
|
| 4042 4002.00 | 2.30 | 0.000 | 0.00
|
| CAST IRON COVER AND FRAME | kg | 7,455.000 | 17,146.50
|
| City of Omaha Standard | | 7,455.000 | 17,146.50
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 1,123,436.17
|
| | Current | 1,168,103.31
|
| | In place | 1,428,638.58
|
| | This Estimate | 13,600.00
|
| | |
|
| GROUP 8B ELECTRICAL | | |
|
| 0129 A001.01 | 500.00 | 7.000 | 3,500.00
|
| PULL BOX, TYPE PB-1 | EACH | 7.000 | 3,500.00
|
| | | 7.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0130 A001.02 | 450.00 | 25.000 | 11,250.00
|
| PULL BOX, TYPE PB-1A | EACH | 25.000 | 11,250.00
|
| | | 25.000 | 11,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0131 A001.05 | 750.00 | 39.000 | 29,250.00
|
| PULL BOX, TYPE PB-2 | EACH | 39.000 | 29,250.00
|
| | | 39.000 | 29,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0132 A002.42 | 6,200.00 | 1.000 | 6,200.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,200.00
|
| AT 72ND ST. & JONES ST.(TEMPORARY) | | 1.000 | 6,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0133 A002.43 | 6,000.00 | 1.000 | 6,000.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,000.00
|
| AT 72ND ST. & JONES CIRCLE(TEMPORARY) | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0134 A002.44 | 6,100.00 | 1.000 | 6,100.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,100.00
|
| AT 72ND ST. & FARNAM ST.(TEMPORARY) | | 1.000 | 6,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0135 A002.45 | 6,200.00 | 1.000 | 6,200.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,200.00
|
| AT 72ND ST. & DODGE ST.(TEMPORARY) | | 1.000 | 6,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0136 A002.46 | 3,100.00 | 1.000 | 3,100.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 3,100.00
|
| AT 72ND ST. & CROSSROADS ENTRANCE(TEMP) | | 1.000 | 3,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0137 A002.47 | 6,200.00 | 1.000 | 6,200.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,200.00
|
| AT 72ND ST. & CASS ST.(TEMPORARY) | | 1.000 | 6,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0138 A002.48 | 5,800.00 | 1.000 | 5,800.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 5,800.00
|
| AT 72ND ST. & MAYFIELD AVE. | | 1.000 | 5,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0139 A002.49 | 5,800.00 | 1.000 | 5,800.00
|
| EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 5,800.00
|
| AT 72ND ST. & WESTERN AVE.(TEMPORARY) | | 1.000 | 5,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0140 A002.97 | 1,100.00 | 1.000 | 1,100.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,100.00
|
| AT 72ND ST. & JONES ST. | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0141 A002.98 | 1,100.00 | 1.000 | 1,100.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,100.00
|
| AT 72ND ST. & JONES CIRCLE | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0142 A002.99 | 1,100.00 | 1.000 | 1,100.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,100.00
|
| AT 72ND ST. & FARNAM ST. | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0143 A003.01 | 1,100.00 | 1.000 | 1,100.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,100.00
|
| AT 72ND ST. & DODGE ST. | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0144 A003.02 | 600.00 | 1.000 | 600.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 600.00
|
| AT 72ND ST. & CROSSROADS ENTRANCE | | 1.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0145 A003.03 | 1,100.00 | 1.000 | 1,100.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,100.00
|
| AT 72ND ST. & CASS ST. | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0146 A003.04 | 1,100.00 | 1.000 | 1,100.00
|
| INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,100.00
|
| AT 72ND ST. & WESTERN ST. | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0147 A004.00 | 850.00 | 78.000 | 66,300.00
|
| TRAFFIC SIGNAL, TYPE TS-1 | EACH | 78.000 | 66,300.00
|
| | | 78.000 | 66,300.00
|
| | 0.000 | 0.00
|
| | |
|
| 0148 A004.04 | 1,300.00 | 7.000 | 9,100.00
|
| TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 7.000 | 9,100.00
|
| | | 8.000 | 10,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0149 A004.10 | 900.00 | 24.000 | 21,600.00
|
| TRAFFIC SIGNAL, TYPE TS-1A | EACH | 24.000 | 21,600.00
|
| | | 24.000 | 21,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0150 A004.20 | 800.00 | 17.000 | 13,600.00
|
| TRAFFIC SIGNAL, TYPE TS-1L | EACH | 17.000 | 13,600.00
|
| | | 15.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0151 A004.28 | 1,300.00 | 8.000 | 10,400.00
|
| TRAFFIC SIGNAL, TYPE TS-1RR | EACH | 8.000 | 10,400.00
|
| | | 8.000 | 10,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0152 A005.25 | 9,000.00 | 8.000 | 72,000.00
|
| TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 8.000 | 72,000.00
|
| | | 8.000 | 72,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0153 A006.15 | 520.00 | 60.000 | 31,200.00
|
| PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 60.000 | 31,200.00
|
| | | 60.000 | 31,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0154 A006.70 | 175.00 | 39.000 | 6,825.00
|
| PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 39.000 | 6,825.00
|
| | | 39.000 | 6,825.00
|
| | 0.000 | 0.00
|
| | |
|
| 0155 A007.15 | 300.00 | 102.000 | 30,600.00
|
| VEHICLE DETECTOR, TYPE TD-5 | EACH | 102.000 | 30,600.00
|
| | | 103.000 | 30,900.00
|
| | 0.000 | 0.00
|
| | |
|
| 0156 A007.16 | 350.00 | 4.000 | 1,400.00
|
| VEHICLE DETECTOR, TYPE TD-5A | EACH | 4.000 | 1,400.00
|
| | | 2.000 | 700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0157 A007.19 | 400.00 | 1.000 | 400.00
|
| VEHICLE DETECTOR, TYPE TD-5B | EACH | 1.000 | 400.00
|
| | | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0158 A007.22 | 415.00 | 4.000 | 1,660.00
|
| VEHICLE DETECTOR, TYPE TD-5C | EACH | 4.000 | 1,660.00
|
| | | 2.000 | 830.00
|
| | 0.000 | 0.00
|
| | |
|
| 0159 A007.24 | 500.00 | 1.000 | 500.00
|
| VEHICLE DETECTOR, TYPE TD-5D | EACH | 1.000 | 500.00
|
| | | 4.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0160 A007.32 | 4,000.00 | 2.000 | 8,000.00
|
| STREET LIGHTING UNIT | EACH | 2.000 | 8,000.00
|
| TYPE SL-A-12.2-4.6 | | 2.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0161 A007.34 | 4,100.00 | 3.000 | 12,300.00
|
| STREET LIGHTING UNIT | EACH | 3.000 | 12,300.00
|
| TYPE SL-A-12.2-4.6-4.6 | | 3.000 | 12,300.00
|
| | 0.000 | 0.00
|
| | |
|
| 0162 A011.10 | 5,200.00 | 1.000 | 5,200.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-8-4.6 | EACH | 1.000 | 5,200.00
|
| | | 1.000 | 5,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0163 A011.26 | 5,400.00 | 2.000 | 10,800.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-9.5-4.6 | EACH | 2.000 | 10,800.00
|
| | | 2.000 | 10,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0164 A011.43 | 5,800.00 | 1.000 | 5,800.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-11-4.6 | EACH | 1.000 | 5,800.00
|
| | | 1.000 | 5,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0165 A011.66 | 6,000.00 | 1.000 | 6,000.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-12.5-4.6 | EACH | 1.000 | 6,000.00
|
| | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0166 A012.10 | 8,000.00 | 3.000 | 24,000.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-4.6 | EACH | 3.000 | 24,000.00
|
| | | 3.000 | 24,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0167 A012.74 | 8,100.00 | 5.000 | 40,500.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-17-4.6 | EACH | 5.000 | 40,500.00
|
| | | 5.000 | 40,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0168 A012.91 | 8,500.00 | 4.000 | 34,000.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-18.5-4.6 | EACH | 4.000 | 34,000.00
|
| | | 4.000 | 34,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0169 A012.96 | 9,000.00 | 2.000 | 18,000.00
|
| COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20-4.6 | EACH | 2.000 | 18,000.00
|
| | | 2.000 | 18,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0170 A014.50 | 1,800.00 | 33.000 | 59,400.00
|
| WOOD POLE | EACH | 33.000 | 59,400.00
|
| | | 33.000 | 59,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0171 A016.40 | 4,600.00 | 1.000 | 4,600.00
|
| MAST ARM SIGNAL POLE, TYPE MP-6.5 | EACH | 1.000 | 4,600.00
|
| | | 1.000 | 4,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0172 A016.45 | 4,700.00 | 1.000 | 4,700.00
|
| MAST ARM SIGNAL POLE, TYPE MP-8 | EACH | 1.000 | 4,700.00
|
| | | 1.000 | 4,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0173 A016.50 | 5,000.00 | 2.000 | 10,000.00
|
| MAST ARM SIGNAL POLE, TYPE MP-9.5 | EACH | 2.000 | 10,000.00
|
| | | 2.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0174 A016.60 | 6,400.00 | 2.000 | 12,800.00
|
| MAST ARM SIGNAL POLE, TYPE MP-12.5 | EACH | 2.000 | 12,800.00
|
| | | 2.000 | 12,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0175 A025.08 | 76,700.00 | 1.000 | 76,700.00
|
| SIGNAL STRUCTURE | EACH | 1.000 | 76,700.00
|
| TYPE 68 | | 1.000 | 76,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0176 A030.90 | 1,700.00 | 3.000 | 5,100.00
|
| TELEPHONE DROP | EACH | 3.000 | 5,100.00
|
| | | 3.000 | 5,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0177 A065.70 | 13.50 | 1,286.100 | 17,362.35
|
| 50 mm PVC CONDUIT IN TRENCH | m | 1,286.100 | 17,362.35
|
| | | 1,286.100 | 17,362.35
|
| | 0.000 | 0.00
|
| | |
|
| 0178 A065.71 | 19.00 | 2,214.500 | 42,075.50
|
| 75 mm PVC CONDUIT IN TRENCH | m | 2,214.500 | 42,075.50
|
| | | 2,214.500 | 42,075.50
|
| | 0.000 | 0.00
|
| | |
|
| 0179 A077.22 | 9.00 | 535.500 | 4,819.50
|
| 12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 535.500 | 4,819.50
|
| | | 514.700 | 4,632.30
|
| | 0.000 | 0.00
|
| | |
|
| 0180 A077.26 | 9.10 | 2,233.600 | 20,325.76
|
| 16/C #14 AWG TRAFFIC SIGNAL CABLE | m | 2,233.600 | 20,325.76
|
| | | 1,511.800 | 13,757.38
|
| | 0.000 | 0.00
|
| | |
|
| 0181 A078.12 | 2.40 | 1,967.100 | 4,721.04
|
| 2/C #16 AWG PEDESTRIAN PUSHBUTTON LEAD-IN CABLE | m | 1,967.100 | 4,721.04
|
| | | 1,634.700 | 3,923.28
|
| | 0.000 | 0.00
|
| | |
|
| 0182 A079.01 | 2.50 | 1,161.700 | 2,904.25
|
| 2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 1,161.700 | 2,904.25
|
| | | 661.600 | 1,654.00
|
| | 0.000 | 0.00
|
| | |
|
| 0183 A079.50 | 2.50 | 1,771.000 | 4,427.50
|
| GROUNDING CONDUCTOR | m | 1,771.000 | 4,427.50
|
| | | 1,182.700 | 2,956.75
|
| | 0.000 | 0.00
|
| | |
|
| 0184 A079.55 | 5.50 | 1,340.000 | 7,370.00
|
| SERVICE CABLE | m | 1,340.000 | 7,370.00
|
| | | 970.000 | 5,335.00
|
| | 0.000 | 0.00
|
| | |
|
| 0185 A079.60 | 12.50 | 587.500 | 7,343.75
|
| STREET LIGHTING CABLE | m | 587.500 | 7,343.75
|
| NO. 6 ACSR TRIPLEX | | 587.500 | 7,343.75
|
| | 0.000 | 0.00
|
| | |
|
| 0186 A081.00 | 4.50 | 2,061.300 | 9,275.85
|
| 6 PAIR COMMUNICATION CABLE | m | 2,061.300 | 9,275.85
|
| | | 2,061.300 | 9,275.85
|
| | 614.700 | 2,766.15
|
| | |
|
| 0187 A500.00 | 1,440.00 | 6.000 | 8,640.00
|
| INSTALL TRAFFIC SIGNAL CONTROLLER | EACH | 6.000 | 8,640.00
|
| | | 6.000 | 8,640.00
|
| | 0.000 | 0.00
|
| | |
|
| 0188 A501.00 | 380.00 | 45.000 | 17,100.00
|
| INSTALL TRAFFIC SIGNAL, TYPE TS-1 | EACH | 45.000 | 17,100.00
|
| | | 45.000 | 17,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0189 A501.02 | 400.00 | 6.000 | 2,400.00
|
| INSTALL TRAFFIC SIGNAL, TYPE TS-1A | EACH | 6.000 | 2,400.00
|
| | | 6.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0190 A501.10 | 500.00 | 5.000 | 2,500.00
|
| INSTALL TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 5.000 | 2,500.00
|
| | | 9.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0191 A502.00 | 200.00 | 36.000 | 7,200.00
|
| INSTALL PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 36.000 | 7,200.00
|
| | | 38.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0192 A502.10 | 100.00 | 21.000 | 2,100.00
|
| INSTALL PEDESTRIAN PUSHBUTTON | EACH | 21.000 | 2,100.00
|
| | | 19.000 | 1,900.00
|
| | 0.000 | 0.00
|
| | |
|
| 0193 A510.00 | 130.00 | 58.000 | 7,540.00
|
| INSTALL LUMINAIRE | EACH | 58.000 | 7,540.00
|
| | | 56.000 | 7,280.00
|
| | 0.000 | 0.00
|
| | |
|
| 0194 A521.00 | 510.00 | 9.000 | 4,590.00
|
| INSTALL STREET LIGHTING UNIT | EACH | 9.000 | 4,590.00
|
| TYPE SL-A-9.1-1.8-0.20 | | 11.000 | 5,610.00
|
| | 0.000 | 0.00
|
| | |
|
| 0195 A521.01 | 520.00 | 33.000 | 17,160.00
|
| INSTALL STREET LIGHTING UNIT | EACH | 33.000 | 17,160.00
|
| TYPE SL-A-12.2-3.7-0.20 | | 33.000 | 17,160.00
|
| | 0.000 | 0.00
|
| | |
|
| 0196 A521.02 | 530.00 | 31.000 | 16,430.00
|
| INSTALL STREET LIGHTING UNIT | EACH | 31.000 | 16,430.00
|
| TYPE SL-A-12.2-3.7-0.40 | | 31.000 | 16,430.00
|
| | 0.000 | 0.00
|
| | |
|
| 0197 A565.01 | 16.00 | 3,851.000 | 61,616.00
|
| INSTALL 25 mm CONDUIT IN TRENCH | m | 3,851.000 | 61,616.00
|
| W/3-#6 AWG | | 3,851.000 | 61,616.00
|
| | 0.000 | 0.00
|
| | |
|
| 0198 A565.05 | 24.00 | 868.000 | 20,832.00
|
| INSTALL 25 mm CONDUIT UNDER ROADWAY | m | 868.000 | 20,832.00
|
| W/3-#6 AWG | | 868.000 | 20,832.00
|
| | 0.000 | 0.00
|
| | |
|
| 0199 A610.00 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & JONES ST. | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0200 A610.01 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & JONES ST.(TEMPORARY) | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0201 A610.02 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & JONES CIRCLE | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0202 A610.03 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & JONES CIRCLE(TEMPORARY) | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0203 A610.04 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & FARNAM ST. | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0204 A610.05 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & FARNAM ST.(TEMPORARY) | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0205 A610.06 | 5,000.00 | 1.000 | 5,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 5,000.00
|
| AT 72ND ST. & DODGE ST. | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0206 A610.07 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & DODGE ST.(TEMPORARY) | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0207 A610.08 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & CROSSROADS ENTRANCE | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0208 A610.09 | 4,000.00 | 1.000 | 4,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 4,000.00
|
| AT 72ND ST. & CROSSROADS ENTRANCE(TEMP.) | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0209 A610.12 | 3,000.00 | 1.000 | 3,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
| AT 72ND ST. & CASS ST. | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0210 A610.13 | 3,000.00 | 1.000 | 3,000.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
| AT 72ND ST. & CASS ST.(TEMPORARY) | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0211 A610.14 | 2,500.00 | 1.000 | 2,500.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 2,500.00
|
| AT 72ND ST. & WESTERN AVE. | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0212 A610.15 | 2,500.00 | 1.000 | 2,500.00
|
| REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 2,500.00
|
| AT 72ND ST. & WESTERN AVE.(TEMPORARY) | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0213 A779.51 | 12,500.00 | 1.000 | 12,500.00
|
| WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 12,500.00
|
| TYPE VDP AT 72ND ST. & JONES ST. | | 1.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0214 A779.52 | 7,400.00 | 1.000 | 7,400.00
|
| WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 7,400.00
|
| TYPE VDP AT 72ND ST. & JONES CIRCLE | | 1.000 | 7,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0215 A779.53 | 12,500.00 | 1.000 | 12,500.00
|
| WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 12,500.00
|
| TYPE VDP AT 72ND ST. & FARNAM ST. | | 1.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0216 A779.55 | 49,500.00 | 1.000 | 49,500.00
|
| WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 49,500.00
|
| AT 72ND ST. & DODGE ST. | | 1.000 | 49,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0217 A779.70 | 1,900.00 | 1.000 | 1,900.00
|
| INSTALL WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 1,900.00
|
| TYPE VDP AT 72ND ST. & CROSSROADS ENTR. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0218 A779.71 | 1,900.00 | 1.000 | 1,900.00
|
| INSTALL WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 1,900.00
|
| TYPE VDP AT 72ND ST. & CASS ST. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0219 A779.72 | 1,900.00 | 1.000 | 1,900.00
|
| INSTALL WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 1,900.00
|
| TYPE VDP AT 72ND ST. & WESTERN AVE. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0220 A820.00 | 1,150.00 | 1.000 | 1,150.00
|
| CONTROLLER CABINET | EACH | 1.000 | 1,150.00
|
| | | 1.000 | 1,150.00
|
| | 0.000 | 0.00
|
| | |
|
| 0221 A820.01 | 1,000.00 | 12.000 | 12,000.00
|
| FIBER OPTIC LANE CONTROL LIGHT | EACH | 12.000 | 12,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0222 0030.81 | 15,000.00 | 1.000 | 15,000.00
|
| MOBILIZATION | LS | 1.000 | 15,000.00
|
| | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0223 7315.90 | 17,500.00 | 1.000 | 17,500.00
|
| INSTALL OVERHEAD SIGNS | LS | 1.000 | 17,500.00
|
| | | 1.000 | 17,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0224 7320.40 | 70.00 | 26.000 | 1,820.00
|
| INSTALL STREET NAME SIGN | EACH | 26.000 | 1,820.00
|
| | | 24.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
| 0225 7320.95 | 2,300.00 | 4.000 | 9,200.00
|
| FIBER OPTIC SIGN | EACH | 4.000 | 9,200.00
|
| | | 5.000 | 11,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 A030.00 | 3,117.45 | 0.000 | 0.00
|
| FUSED DISCONNECT | EACH | 6.000 | 18,704.70
|
| WITHOUT TRANSFER SWITCHES | | 6.000 | 18,704.70
|
| | 0.000 | 0.00
|
| | |
|
| 4002 A030.00 | 3,720.15 | 0.000 | 0.00
|
| FUSED DISCONNECT | EACH | 2.000 | 7,440.30
|
| WITH TRANSFER SWITCHES | | 2.000 | 7,440.30
|
| | 0.000 | 0.00
|
| | |
|
| 4003 A580.96 | 10.61 | 0.000 | 0.00
|
| INSTALL | m | 757.100 | 8,032.83
|
| SUPPORT CABLE | | 702.500 | 7,453.53
|
| | 0.000 | 0.00
|
| | |
|
| 4004 A580.96 | 6.82 | 0.000 | 0.00
|
| INSTALL | m | 757.100 | 5,163.42
|
| TETHER CABLE | | 702.500 | 4,791.04
|
| | 0.000 | 0.00
|
| | |
|
| 4028 A910.10 | 8,610.00 | 0.000 | 0.00
|
| POWER SOURCE | LS | 1.000 | 8,610.00
|
| Install Power Source @ Sta. 137+48 RT 20 & Sta. 137+34 RT 19 | | 1.000 | 8,610.00
|
| | 0.000 | 0.00
|
| | |
|
| 4030 3995.00 | 1,934.15 | 0.000 | 0.00
|
| CONSTRUCT | LS | 1.000 | 1,934.15
|
| Construct Street Light Spread Footing on Poles # 60 and # 62 | | 1.000 | 1,934.15
|
| | 0.000 | 0.00
|
| | |
|
| 4043 A910.10 | 1,680.00 | 0.000 | 0.00
|
| POWER SOURCE | LS | 1.000 | 1,680.00
|
| Power Source for Temporary Signals at 72 nd and Dodge Sta. 141+77 LT 20 to Sta. 141 + 92.6 LT 13 | | 1.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | Contracted | 1,185,088.50
|
| | Current | 1,236,653.90
|
| | In place | 1,210,782.88
|
| | This Estimate | 2,766.15
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0226 0001.08 | 0.50 | 60,203.000 | 30,101.50
|
| BARRICADE, TYPE II | BDAY | 60,203.000 | 30,101.50
|
| | | 135,846.000 | 67,923.00
|
| | 2,950.000 | 1,475.00
|
| | |
|
| 0227 0001.10 | 0.70 | 53,702.000 | 37,591.40
|
| BARRICADE, TYPE III | BDAY | 53,702.000 | 37,591.40
|
| | | 73,235.000 | 51,264.50
|
| | 1,159.000 | 811.30
|
| | |
|
| 0228 0001.90 | 0.90 | 30,564.000 | 27,507.60
|
| SIGN DAY | EACH | 30,564.000 | 27,507.60
|
| | | 79,971.000 | 71,973.90
|
| | 1,571.000 | 1,413.90
|
| | |
|
| 0229 0002.40 | 3.60 | 181.900 | 654.84
|
| TEMPORARY SOLID LINES | StaM | 181.900 | 654.84
|
| | | 256.861 | 924.70
|
| | 24.529 | 88.30
|
| | |
|
| 0230 0002.45 | 3.50 | 153.400 | 536.90
|
| TEMPORARY BROKEN LINES | StaM | 153.400 | 536.90
|
| | | 66.853 | 234.00
|
| | 8.940 | 31.29
|
| | |
|
| 0231 0002.97 | 4.50 | 1,862.000 | 8,379.00
|
| FLASHING ARROW PANEL | DAY | 1,862.000 | 8,379.00
|
| | | 1,609.500 | 7,242.75
|
| | 68.000 | 306.00
|
| | |
|
| 0232 0003.05 | 29,660.00 | 2.000 | 59,320.00
|
| PORTABLE CHANGEABLE MESSAGE SIGN | EACH | 2.000 | 59,320.00
|
| | | 2.000 | 59,320.00
|
| | 0.000 | 0.00
|
| | |
|
| 0233 0003.10 | 190.00 | 210.000 | 39,900.00
|
| FLAGGING | DAY | 210.000 | 39,900.00
|
| | | 33.000 | 6,270.00
|
| | 0.000 | 0.00
|
| | |
|
| 0234 0010.04 | 3,960.00 | 1.000 | 3,960.00
|
| FIELD OFFICE | EACH | 1.000 | 3,960.00
|
| | | 1.000 | 3,960.00
|
| | 0.000 | 0.00
|
| | |
|
| 0235 0030.00 | 10,000.00 | 1.000 | 10,000.00
|
| MOBILIZATION | LS | 1.000 | 10,000.00
|
| | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 4015 7320.20 | 12,555.00 | 0.000 | 0.00
|
| INSTALL TRAFFIC SIGN AND POST | LS | 1.000 | 12,555.00
|
| INSTALL 74 SIGNS AND POST | | 1.000 | 12,555.00
|
| | 0.000 | 0.00
|
| | |
|
| 4021 0002.30 | 1.57 | 0.000 | 0.00
|
| PAVEMENT MARKING REMOVAL | m | 1,406.000 | 2,207.42
|
| Removal of Existing Pavement Markings | | 1,406.000 | 2,207.42
|
| | 0.000 | 0.00
|
| | |
|
| 4022 7500.28 | 94.50 | 0.000 | 0.00
|
| ARROW, PREFORMED PAVEMENT MARKING, TYPE 1 | EACH | 41.000 | 3,874.50
|
| Paint Traffic Arrows | | 41.000 | 3,874.50
|
| | 0.000 | 0.00
|
| | |
|
| 4023 1900.11 | 57.75 | 0.000 | 0.00
|
| REMOVAL | EACH | 24.000 | 1,386.00
|
| Removal of Temporary Arrows | | 24.000 | 1,386.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 217,951.24
|
| | Current | 237,974.16
|
| | In place | 299,135.77
|
| | This Estimate | 4,125.79
|
| | |
|
| Totals for contract | | Contracted | 7,069,253.11
|
|---|
| | Current | 7,390,523.43
|
|---|
| | In place | 8,227,829.11
|
|---|
| | This Estimate | 92,164.99
|
|---|