| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0106 | 6401.00 | PEDESTRIAN BARRIER RAIL | |
|
| | S.P. Initial Payment | 5,738.00 | 22857
|
| | PREDESTRIAN BARRIER RAIL | |
|
0111 | A001.01 | PULL BOX, TYPE PB-1 | |
|
| | S.P. Initial Payment | 833.00 | 89792
|
| | PULL BOX, TYPE PB-1 | |
|
0112 | A001.02 | PULL BOX, TYPE PB-1A | |
|
| | S.P. Initial Payment | 1,071.00 | 89792
|
| | PULL BOX, TYPE PB-1A | |
|
| | S.P. Adjustment | -119.00 | 89792
|
| | PULL BOX, TYPE PB-1A | |
|
0113 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Initial Payment | 7,332.00 | 89792
|
| | PULL OX, TYPE PB-2 | |
|
| | S.P. Adjustment | -376.00 | 89792
|
| | PULL OX, TYPE PB-2 | |
|
0115 | A002.43 | EMERGENCY VEHICLE PREEMPTION SYSTEM | |
|
| | S.P. Initial Payment | 4,500.00 | 99522
|
| | EMERGENCY VEHICLE PREEMPT SYSTEM | |
|
0118 | A002.48 | EMERGENCY VEHICLE PREEMPTION SYSTEM | |
|
| | S.P. Initial Payment | 1,700.00 | 99522
|
| | EMERGENCY VEHICLE PREEMPT SYSTEM | |
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Initial Payment | 23,072.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0124 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Initial Payment | 2,800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1A | |
|
0125 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Initial Payment | 6,800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1L | |
|
0126 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Initial Payment | 3,606.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Initial Payment | 30,492.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Initial Payment | 18,400.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | Total for estimate 0001: | 105,849.00 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Initial Payment | 6,281.40 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
| | S.P. Adjustment | -541.50 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
| | Total for estimate 0002: | 5,739.90 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -433.20 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
0106 | 6401.00 | PEDESTRIAN BARRIER RAIL | |
|
| | S.P. Adjustment | -5,320.00 | 22857
|
| | PREDESTRIAN BARRIER RAIL | |
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -4,120.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0125 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -3,200.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1L | |
|
0126 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -2,404.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -5,082.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0176 | A779.51 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 32,219.50 | 81973-S
|
| | WIDE-AREA VIDEO VEHICLE DETECT SYSTEM | |
|
0178 | A779.53 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 32,000.00 | 81973-S
|
| | WIDE-AREA VIDEO VEHICLE DETECT SYSTEM | |
|
0179 | A779.55 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Initial Payment | 32,000.00 | 81973-S
|
| | WIDE-AREA VIDEO VEHICLE DETECT SYSTEM | |
|
| | Total for estimate 0004: | 75,660.30 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0111 | A001.01 | PULL BOX, TYPE PB-1 | |
|
| | S.P. Initial Payment | 239.10 | 064779
|
| | PULL BOX, TYPE PB-1 | |
|
0113 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Initial Payment | 2,908.29 | 064779
|
| | PULL BOX, TYPE PB-2 | |
|
0141 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Initial Payment | 62,976.00 | 30234
|
| | SIGNAL STRUCTURE | |
|
0142 | A025.09 | SIGNAL STRUCTURE | |
|
| | S.P. Initial Payment | 42,297.00 | 30234
|
| | SIGNAL STRUCTURE | |
|
| | Total for estimate 0005: | 108,420.39 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -649.80 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
| | Total for estimate 0006: | -649.80 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -108.30 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
0106 | 6401.00 | PEDESTRIAN BARRIER RAIL | |
|
| | S.P. Adjustment | -418.00 | 22857
|
| | PREDESTRIAN BARRIER RAIL | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -3,200.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
0178 | A779.53 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -32,000.00 | 81973-S
|
| | WIDE-AREA VIDEO VEHICLE DETECT SYSTEM | |
|
| | Total for estimate 0007: | -35,726.30 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -2,382.60 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
0111 | A001.01 | PULL BOX, TYPE PB-1 | |
|
| | S.P. Adjustment | -238.00 | 89792
|
| | PULL BOX, TYPE PB-1 | |
|
| | S.P. Adjustment | -95.64 | 064779
|
| | PULL BOX, TYPE PB-1 | |
|
0112 | A001.02 | PULL BOX, TYPE PB-1A | |
|
| | S.P. Adjustment | -119.00 | 89792
|
| | PULL BOX, TYPE PB-1A | |
|
0113 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -4,700.00 | 89792
|
| | PULL OX, TYPE PB-2 | |
|
| | S.P. Adjustment | -2,203.25 | 064779
|
| | PULL BOX, TYPE PB-2 | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -5,082.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0141 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Adjustment | -31,488.00 | 30234
|
| | SIGNAL STRUCTURE | |
|
| | Total for estimate 0009: | -46,308.49 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0132 | A007.32 | STREET LIGHTING UNIT | |
|
| | S.P. Initial Payment | 1,440.00 | 140967
|
| | STREET LIGHTING UNIT | |
|
0133 | A007.34 | STREET LIGHTING UNIT | |
|
| | S.P. Initial Payment | 1,878.00 | 140967
|
| | STREET LIGHTING UNIT | |
|
0135 | A011.65 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 4,958.00 | 140967
|
| | C.M.A.SIG &LIGHT POLE, CMP-12.5-3.7 | |
|
0136 | A011.66 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 2,479.00 | 140967
|
| | C.M.A. SIG & LIGHT POLE, CMP-12.5-4.6 | |
|
0137 | A012.91 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 7,736.00 | 140967
|
| | C.M.A. SIG & LIGHT POLE, CMP-18.5-4.6 | |
|
0140 | A016.55 | MAST ARM SIGNAL POLE, TYPE MP-11 | |
|
| | S.P. Initial Payment | 6,264.00 | 140967
|
| | MAST ARM SIGNAL POLE, MP-11 | |
|
| | Total for estimate 0010: | 24,755.00 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0115 | A002.43 | EMERGENCY VEHICLE PREEMPTION SYSTEM | |
|
| | S.P. Adjustment | -4,500.00 | 99522
|
| | EMERGENCY VEHICLE PREEMPT SYSTEM | |
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -4,120.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0124 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -400.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1A | |
|
0125 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -1,200.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1L | |
|
0126 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -601.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -3,200.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
0135 | A011.65 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -2,479.00 | 140967
|
| | C.M.A.SIG &LIGHT POLE, CMP-12.5-3.7 | |
|
0140 | A016.55 | MAST ARM SIGNAL POLE, TYPE MP-11 | |
|
| | S.P. Adjustment | -1,566.00 | 140967
|
| | MAST ARM SIGNAL POLE, MP-11 | |
|
0179 | A779.55 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -32,000.00 | 81973-S
|
| | WIDE-AREA VIDEO VEHICLE DETECT SYSTEM | |
|
| | Total for estimate 0011: | -50,066.00 |
|
Est Nbr: | 0012 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0111 | A001.01 | PULL BOX, TYPE PB-1 | |
|
| | S.P. Adjustment | -595.00 | 89792
|
| | PULL BOX, TYPE PB-1 | |
|
| | S.P. Adjustment | -143.46 | 064779
|
| | PULL BOX, TYPE PB-1 | |
|
0112 | A001.02 | PULL BOX, TYPE PB-1A | |
|
| | S.P. Adjustment | -833.00 | 89792
|
| | PULL BOX, TYPE PB-1A | |
|
0113 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -1,504.00 | 89792
|
| | PULL OX, TYPE PB-2 | |
|
| | S.P. Adjustment | -705.04 | 064779
|
| | PULL BOX, TYPE PB-2 | |
|
0118 | A002.48 | EMERGENCY VEHICLE PREEMPTION SYSTEM | |
|
| | S.P. Adjustment | -1,700.00 | 99522
|
| | EMERGENCY VEHICLE PREEMPT SYSTEM | |
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -3,708.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0124 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1A | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -5,082.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -3,200.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | Total for estimate 0012: | -18,270.50 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -433.20 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -3,708.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0124 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1A | |
|
0125 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1L | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -5,082.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -3,200.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
0132 | A007.32 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -720.00 | 140967
|
| | STREET LIGHTING UNIT | |
|
0133 | A007.34 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -939.00 | 140967
|
| | STREET LIGHTING UNIT | |
|
0141 | A025.08 | SIGNAL STRUCTURE | |
|
| | S.P. Adjustment | -31,488.00 | 30234
|
| | SIGNAL STRUCTURE | |
|
| | Total for estimate 0013: | -47,170.20 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Adjustment | -974.70 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
0113 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -564.00 | 89792
|
| | PULL OX, TYPE PB-2 | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -5,082.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0132 | A007.32 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -720.00 | 140967
|
| | STREET LIGHTING UNIT | |
|
0133 | A007.34 | STREET LIGHTING UNIT | |
|
| | S.P. Adjustment | -939.00 | 140967
|
| | STREET LIGHTING UNIT | |
|
0142 | A025.09 | SIGNAL STRUCTURE | |
|
| | S.P. Adjustment | -42,297.00 | 30234
|
| | SIGNAL STRUCTURE | |
|
0176 | A779.51 | WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | |
|
| | S.P. Adjustment | -32,219.50 | 81973-S
|
| | WIDE-AREA VIDEO VEHICLE DETECT SYSTEM | |
|
| | Total for estimate 0014: | -82,796.20 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -3,296.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0125 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1L | |
|
0126 | A004.28 | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
| | S.P. Adjustment | -601.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1RR | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -2,400.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | Total for estimate 0015: | -7,097.00 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0113 | A001.05 | PULL BOX, TYPE PB-2 | |
|
| | S.P. Adjustment | -188.00 | 89792
|
| | PULL OX, TYPE PB-2 | |
|
0122 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Adjustment | -4,120.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1 | |
|
0124 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Adjustment | -800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1A | |
|
0125 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Adjustment | -800.00 | 95269
|
| | TRAFFIC SIGNAL, TYPE TS-1L | |
|
0127 | A005.25 | TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | |
|
| | S.P. Adjustment | -5,082.00 | 95246
|
| | TRAF SIG CONTROL,TYPE TC-170 | |
|
0128 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Adjustment | -3,200.00 | 95269
|
| | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
0135 | A011.65 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Closure | -2,479.00 | 140967
|
| | C.M.A.SIG &LIGHT POLE, CMP-12.5-3.7 | |
|
0136 | A011.66 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -2,479.00 | 140967
|
| | C.M.A. SIG & LIGHT POLE, CMP-12.5-4.6 | |
|
0137 | A012.91 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Adjustment | -7,736.00 | 140967
|
| | C.M.A. SIG & LIGHT POLE, CMP-18.5-4.6 | |
|
0140 | A016.55 | MAST ARM SIGNAL POLE, TYPE MP-11 | |
|
| | S.P. Adjustment | -2,088.00 | 140967
|
| | MAST ARM SIGNAL POLE, MP-11 | |
|
| | Total for estimate 0016: | -28,972.00 |
|
Est Nbr: | 0017 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0050 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Closure | -758.10 | 94563
|
| | CURB INLET M.H. COVERS AND FRAMES | |
|
0140 | A016.55 | MAST ARM SIGNAL POLE, TYPE MP-11 | |
|
| | S.P. Closure | -2,610.00 | 140967
|
| | MAST ARM SIGNAL POLE, MP-11 | |
|
| | Total for estimate 0017: | -3,368.10 |
|
| | Total remaining for contract: | 0.00 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 8B ELECTRICAL | | |
|
4022 A019.10 | 485.62 | 0.000 | 0.00
|
LED TRAFFIC SIGNAL, TYPE 300mm GREEN | EACH | 70.000 | 33,993.40
|
LENS | | 70.000 | 33,993.40
|
| | 0.000 | 0.00
|
| | |
|
4023 A019.10 | 254.10 | 0.000 | 0.00
|
LED TRAFFIC SIGNAL, TYPE 300mm GREEN | EACH | 25.000 | 6,352.50
|
ARROW LENS | | 25.000 | 6,352.50
|
| | 0.000 | 0.00
|
| | |
|
4024 A030.00 | 2,966.25 | 0.000 | 0.00
|
FUSED DISCONNECT | EACH | 3.000 | 8,898.75
|
WITHOUT TRANSFER SWITCHES | | 3.000 | 8,898.75
|
| | 0.000 | 0.00
|
| | |
|
4025 A030.00 | 3,543.75 | 0.000 | 0.00
|
FUSED DISCONNECT | EACH | 3.000 | 10,631.25
|
WITH TRANSFER SWITCHES | | 3.000 | 10,631.25
|
| | 0.000 | 0.00
|
| | |
|
4038 A724.01 | 3,095.40 | 0.000 | 0.00
|
RELOCATE TRAFFIC SIGNAL | EACH | 1.000 | 3,095.40
|
REALIGN TRAFFIC SIGNALS | | 1.000 | 3,095.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 0.00
|
| | Current | 62,971.30
|
| | In place | 62,971.30
|
| | This Estimate | 0.00
|
| | |
|
GROUP 1 GRADING | | |
|
0001 0030.10 | 50,000.00 | 1.000 | 50,000.00
|
MOBILIZATION | LS | 1.000 | 50,000.00
|
| | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 15,000.00 | 1.000 | 15,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 15,000.00
|
| | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1010.01 | 8.00 | 17,224.000 | 137,792.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 17,224.000 | 137,792.00
|
| | 17,224.000 | 137,792.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 0.30 | 463.000 | 138.90
|
WATER | kL | 463.000 | 138.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1101.00 | 4.40 | 47,763.000 | 210,157.20
|
REMOVE PAVEMENT | m2 | 47,763.000 | 210,157.20
|
| | 47,796.340 | 210,303.88
|
| | 17.760 | 78.14
|
| | |
|
0006 1102.00 | 4.50 | 5,223.900 | 23,507.55
|
REMOVE ASPHALT SURFACE | m2 | 5,223.900 | 23,507.55
|
| | 7,015.610 | 31,570.26
|
| | 0.000 | 0.00
|
| | |
|
0007 1104.00 | 6,000.00 | 1.000 | 6,000.00
|
REMOVE PUMP ISLAND | EACH | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1106.00 | 5.00 | 4,751.800 | 23,759.00
|
REMOVE DRIVEWAY | m2 | 4,751.800 | 23,759.00
|
| | 4,794.400 | 23,972.00
|
| | 6.400 | 32.00
|
| | |
|
0009 1107.00 | 4.50 | 4,521.000 | 20,344.50
|
REMOVE WALK | m2 | 4,521.000 | 20,344.50
|
| | 4,590.740 | 20,658.33
|
| | 0.000 | 0.00
|
| | |
|
0010 1113.00 | 600.00 | 2.000 | 1,200.00
|
REMOVE STEP | EACH | 2.000 | 1,200.00
|
| | 1.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1114.10 | 120.00 | 117.400 | 14,088.00
|
REMOVE RETAINING WALL | m | 117.400 | 14,088.00
|
| | 113.300 | 13,596.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1122.01 | 4.50 | 1,513.200 | 6,809.40
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 1,513.200 | 6,809.40
|
| | 1,583.200 | 7,124.40
|
| | 8.500 | 38.25
|
| | |
|
0013 1124.00 | 2,500.00 | 1.000 | 2,500.00
|
REMOVE BUILDING | EACH | 1.000 | 2,500.00
|
AT STA. 123+98.7-33.8 m RT. | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1124.02 | 10.00 | 1.000 | 10.00
|
REMOVE BUILDING | EACH | 1.000 | 10.00
|
AT STA. 130+72.5-19.8 m LT. | | 1.000 | 10.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1125.00 | 1,500.00 | 1.000 | 1,500.00
|
CLEAR TRACT | EACH | 1.000 | 1,500.00
|
AT STA. 123+90 TO STA. 124+05 RT. | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1125.01 | 2,500.00 | 1.000 | 2,500.00
|
CLEAR TRACT | EACH | 1.000 | 2,500.00
|
AT STA. 130+13.509 TO STA. 130+62.656 LT | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1125.02 | 10.00 | 1.000 | 10.00
|
CLEAR TRACT | EACH | 1.000 | 10.00
|
AT STA. 130+62.656 TO STA. 130+93.135 LT | | 1.000 | 10.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1130.00 | 6,000.00 | 2.000 | 12,000.00
|
REMOVE UNDERGROUND TANK | EACH | 2.000 | 12,000.00
|
| | 4.000 | 24,000.00
|
| | 0.000 | 0.00
|
| | |
|
0019 7017.00 | 8.00 | 109.000 | 872.00
|
REMOVE GUARDRAIL | m | 109.000 | 872.00
|
| | 124.000 | 992.00
|
| | 0.000 | 0.00
|
| | |
|
0020 7151.00 | 38.00 | 10.000 | 380.00
|
REMOVE AND RESET FENCE | m | 10.000 | 380.00
|
| | 18.630 | 707.94
|
| | 0.000 | 0.00
|
| | |
|
402 9110.01 | 110.00 | 0.000 | 0.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 4,400.00
|
| | 215.870 | 23,745.70
|
| | 0.000 | 0.00
|
| | |
|
4026 3970.00 | 75,535.06 | 0.000 | 0.00
|
RELOCATION | LS | 1.000 | 75,535.06
|
REMOVE AND RELOCATE WATER SPRINKLER SYSTEMS | | 1.000 | 75,535.06
|
| | 0.000 | 0.00
|
| | |
|
403 9110.03 | 70.00 | 0.000 | 0.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 2,800.00
|
| | 135.520 | 9,486.40
|
| | 0.000 | 0.00
|
| | |
|
4036 1136.10 | 2,850.75 | 0.000 | 0.00
|
REMOVE | LS | 1.000 | 2,850.75
|
REMOVE AND INSTALL ENTRANCE AND EXIT SIGNS | | 1.000 | 2,850.75
|
| | 1.000 | 2,850.75
|
| | |
|
4037 1136.10 | 2,219.19 | 0.000 | 0.00
|
REMOVE | LS | 1.000 | 2,219.19
|
REMOVE SLEEPER BEAM | | 1.000 | 2,219.19
|
| | 0.000 | 0.00
|
| | |
|
4040 1109.00 | 19.00 | 0.000 | 0.00
|
REMOVE CURB | m | 562.050 | 10,678.95
|
GRIND EXISTING CURB | | 562.050 | 10,678.95
|
| | 0.000 | 0.00
|
| | |
|
4041 A580.92 | 6,212.36 | 0.000 | 0.00
|
INSTALL | LS | 1.000 | 6,212.36
|
INSTALL RIP RAP | | 1.000 | 6,212.36
|
| | 0.000 | 0.00
|
| | |
|
4046 7131.95 | 1,254.60 | 0.000 | 0.00
|
CHAIN LINK FENCE | LS | 1.000 | 1,254.60
|
INSTALL CHAIN LINK FENCE | | 1.000 | 1,254.60
|
| | 0.000 | 0.00
|
| | |
|
406 1136.08 | 85.00 | 0.000 | 0.00
|
REMOVE | m3 | 343.510 | 29,198.35
|
REMOVE CONTAMINED MATERIALS | | 343.510 | 29,198.35
|
| | 0.000 | 0.00
|
| | |
|
413 1124.22 | 52,000.00 | 0.000 | 0.00
|
REMOVE BUILDING | EACH | 1.000 | 52,000.00
|
MODIFY BUILDING (Non-Participating) | | 1.000 | 52,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 528,568.55
|
| | Current | 715,717.81
|
| | In place | 762,018.17
|
| | This Estimate | 2,999.14
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0021 L010.00 | 5.00 | 15,423.000 | 77,115.00
|
SODDING | m2 | 15,423.000 | 77,115.00
|
| | 23,889.779 | 119,448.90
|
| | 0.639 | 3.20
|
| | |
|
0022 W600.03 | 132.00 | 60.000 | 7,920.00
|
ADJUST VALVE BOX TO GRADE | EACH | 60.000 | 7,920.00
|
| | 41.000 | 5,412.00
|
| | 0.000 | 0.00
|
| | |
|
0023 0030.30 | 315,000.00 | 1.000 | 315,000.00
|
MOBILIZATION | LS | 1.000 | 315,000.00
|
| | 1.000 | 315,000.00
|
| | 0.000 | 0.00
|
| | |
|
0024 3014.20 | 49.10 | 671.100 | 32,951.01
|
COMBINATION CONCRETE CLASS 47B-SPECIAL-25 CURB AND GUTTER | m | 671.100 | 32,951.01
|
| | 536.950 | 26,364.25
|
| | 0.000 | 0.00
|
| | |
|
0025 3016.05 | 30.00 | 4,686.100 | 140,583.00
|
CONCRETE CLASS 47B-20 SIDEWALK 125 mm | m2 | 4,686.100 | 140,583.00
|
| | 4,703.252 | 141,097.56
|
| | 0.000 | 0.00
|
| | |
|
0026 3016.62 | 29.90 | 292.400 | 8,742.76
|
155 mm CONCRETE CLASS 47B-20 BIKEWAY | m2 | 292.400 | 8,742.76
|
| | 380.279 | 11,370.35
|
| | 0.000 | 0.00
|
| | |
|
0027 3017.16 | 72.30 | 706.500 | 51,079.95
|
155 mm CONCRETE CLASS 47B-20 IMPRINTED SURFACING | m2 | 38.640 | 2,793.67
|
| | 125.216 | 9,053.11
|
| | 0.000 | 0.00
|
| | |
|
0028 3017.46 | 71.10 | 2,143.700 | 152,417.07
|
150 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING | m2 | 13.320 | 947.05
|
| | 19.630 | 1,395.69
|
| | 6.310 | 448.64
|
| | |
|
0029 3020.26 | 29.00 | 2,542.700 | 73,738.30
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 3020.28 | 57.20 | 770.400 | 44,066.88
|
CONCRETE CLASS PR-25 DRIVEWAY | m2 | 770.400 | 44,066.88
|
| | 906.366 | 51,844.13
|
| | 91.184 | 5,215.72
|
| | |
|
0031 3089.25 | 45.60 | 6,248.000 | 284,908.80
|
TEMPORARY SURFACING | m2 | 6,248.000 | 284,908.80
|
| | 6,101.474 | 278,227.21
|
| | 0.000 | 0.00
|
| | |
|
0032 3091.07 | 34.30 | 86.100 | 2,953.23
|
180 mm CONCRETE PAVEMENT, CLASS 47B-SPECIAL-25 | m2 | 86.100 | 2,953.23
|
| | 173.732 | 5,959.00
|
| | 0.000 | 0.00
|
| | |
|
0033 3091.09 | 35.10 | 4,971.900 | 174,513.69
|
230 mm CONCRETE PAVEMENT, CLASS 47B-SPECIAL-25 | m2 | 4,971.900 | 174,513.69
|
| | 4,399.187 | 154,411.45
|
| | 0.000 | 0.00
|
| | |
|
0034 3091.10 | 37.10 | 48,262.000 | 1,790,520.20
|
255 mm CONCRETE PAVEMENT, CLASS 47B-SPECIAL-25 | m2 | 48,262.000 | 1,790,520.20
|
| | 51,029.168 | 1,893,182.13
|
| | 0.000 | 0.00
|
| | |
|
0035 3097.68 | 64.00 | 4,447.400 | 284,633.60
|
255 mm CONCRETE PAVEMENT, CLASS PR-25 | m2 | 4,447.400 | 284,633.60
|
| | 2,046.634 | 130,984.57
|
| | 6.360 | 407.04
|
| | |
|
0036 4015.00 | 115.00 | 101.000 | 11,615.00
|
ADJUST MANHOLE TO GRADE | EACH | 101.000 | 11,615.00
|
| | 77.000 | 8,855.00
|
| | 0.000 | 0.00
|
| | |
|
0037 6406.30 | 180.00 | 51.800 | 9,324.00
|
BIKEWAY HANDRAIL | m | 51.800 | 9,324.00
|
| | 80.250 | 14,445.00
|
| | 0.000 | 0.00
|
| | |
|
0038 7502.13 | 10.00 | 280.000 | 2,800.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 280.000 | 2,800.00
|
| | 62.700 | 627.00
|
| | 0.000 | 0.00
|
| | |
|
0039 7502.14 | 9.00 | 3,376.000 | 30,384.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 3,376.000 | 30,384.00
|
| | 3,315.900 | 29,843.10
|
| | 0.000 | 0.00
|
| | |
|
0040 7503.14 | 9.00 | 617.000 | 5,553.00
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 617.000 | 5,553.00
|
| | 510.000 | 4,590.00
|
| | 0.000 | 0.00
|
| | |
|
0041 7506.14 | 25.00 | 110.000 | 2,750.00
|
200 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 110.000 | 2,750.00
|
| | 102.710 | 2,567.75
|
| | 0.000 | 0.00
|
| | |
|
0042 9111.00 | 1.60 | 1,090.000 | 1,744.00
|
WATER | kL | 1,090.000 | 1,744.00
|
| | 110.200 | 176.32
|
| | 0.000 | 0.00
|
| | |
|
0043 9170.00 | 850.00 | 50.700 | 43,095.00
|
EARTH SHOULDER CONSTRUCTION | StaM | 50.700 | 43,095.00
|
| | 48.640 | 41,344.00
|
| | 0.000 | 0.00
|
| | |
|
0044 9170.50 | 700.00 | 6.957 | 4,869.90
|
MEDIAN CONSTRUCTION | StaM | 6.957 | 4,869.90
|
| | 6.339 | 4,437.30
|
| | 0.000 | 0.00
|
| | |
|
0045 9173.20 | 2.20 | 57,764.000 | 127,080.80
|
SUBGRADE PREPARATION | m2 | 57,764.000 | 127,080.80
|
| | 57,477.409 | 126,450.31
|
| | 0.000 | 0.00
|
| | |
|
401 L022.40 | 11.00 | 0.000 | 0.00
|
INSTALL FABRIC SILT FENCE | m | 1,000.000 | 11,000.00
|
(LOW POROSITY) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
408 3017.16 | 72.30 | 0.000 | 0.00
|
155 mm CONCRETE IMPRINTED SURFACING | m2 | 706.500 | 51,079.95
|
47BSG SPEC. 20 IMPRINTED SURFACING | | 630.170 | 45,561.29
|
| | 0.000 | 0.00
|
| | |
|
411 3900.25 | 12.04 | 0.000 | 0.00
|
ADDITIONAL COST | m2 | 1,000.000 | 12,040.00
|
TEMPORARY ASPHALT WINTER SPEC. (Non-Participating) | | 1,387.027 | 16,699.81
|
| | 0.000 | 0.00
|
| | |
|
412 3017.45 | 71.10 | 0.000 | 0.00
|
150 mm CONCRETE IMPRINTED MEDIAN SURFACING | m2 | 2,143.700 | 152,417.07
|
47BSG SPECIAL 20 | | 2,280.500 | 162,143.55
|
| | 0.450 | 32.00
|
| | |
|
414 3020.26 | 36.00 | 0.000 | 0.00
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 2,542.700 | 91,537.20
|
177mm | | 1,991.015 | 71,676.55
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 3,680,359.19
|
| | Current | 3,724,938.81
|
| | In place | 3,673,167.33
|
| | This Estimate | 6,106.60
|
| | |
|
GROUP 4 CULVERTS | | |
|
0046 0030.40 | 70,000.00 | 1.000 | 70,000.00
|
MOBILIZATION | LS | 1.000 | 70,000.00
|
| | 1.000 | 70,000.00
|
| | 0.000 | 0.00
|
| | |
|
0047 1090.01 | 500.00 | 7.000 | 3,500.00
|
ABANDON MANHOLE | EACH | 7.000 | 3,500.00
|
| | 5.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0048 1117.00 | 600.00 | 4.000 | 2,400.00
|
REMOVE MANHOLE | EACH | 4.000 | 2,400.00
|
| | 31.000 | 18,600.00
|
| | 0.000 | 0.00
|
| | |
|
0049 1119.00 | 350.00 | 97.000 | 33,950.00
|
REMOVE INLET | EACH | 97.000 | 33,950.00
|
| | 83.000 | 29,050.00
|
| | 0.000 | 0.00
|
| | |
|
0050 4002.00 | 3.00 | 4,499.000 | 13,497.00
|
CAST IRON COVER AND FRAME | kg | 4,617.000 | 13,851.00
|
| | 4,902.000 | 14,706.00
|
| | 0.000 | 0.00
|
| | |
|
0051 4003.00 | 3.00 | 4,664.000 | 13,992.00
|
CAST IRON COVER, FRAME, AND FLANGE | kg | 7,101.000 | 21,303.00
|
| | 8,942.000 | 26,826.00
|
| | 0.000 | 0.00
|
| | |
|
0052 4004.50 | 3.00 | 3,268.000 | 9,804.00
|
CAST IRON GRATE AND FRAME | kg | 2,028.000 | 6,084.00
|
| | 2,028.000 | 6,084.00
|
| | 0.000 | 0.00
|
| | |
|
0053 4005.00 | 3.00 | 2,242.000 | 6,726.00
|
CAST IRON RING AND COVER | kg | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 4015.50 | 2,000.00 | 1.000 | 2,000.00
|
RECONSTRUCT MANHOLE | EACH | 1.000 | 2,000.00
|
| | 4.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0055 4016.00 | 3,000.00 | 1.000 | 3,000.00
|
MANHOLE | EACH | 1.000 | 3,000.00
|
AT STA. 119+28.4-16.4 m RT. | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0056 4016.01 | 4,000.00 | 1.000 | 4,000.00
|
MANHOLE | EACH | 1.000 | 4,000.00
|
AT STA. 120+40-15 m LT. | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0057 4016.02 | 4,000.00 | 1.000 | 4,000.00
|
MANHOLE | EACH | 1.000 | 4,000.00
|
AT STA. 120+55.9-14.1 m LT. | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0058 4016.03 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 124+10.8-16.45 m LT. | | 2.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0059 4016.04 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA. 127+27-16.4 m LT. | | 3.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0060 4016.05 | 2,800.00 | 1.000 | 2,800.00
|
MANHOLE | EACH | 1.000 | 2,800.00
|
AT STA. 128+05-16 m LT. | | 1.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4016.06 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 128+91-23 m RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 4016.07 | 3,500.00 | 1.000 | 3,500.00
|
MANHOLE | EACH | 1.000 | 3,500.00
|
AT STA. 129+77-16.5 m LT. | | 3.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
0063 4016.08 | 2,200.00 | 1.000 | 2,200.00
|
MANHOLE | EACH | 1.000 | 2,200.00
|
AT STA. 129+85-20 m RT. | | 4.000 | 8,800.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4016.09 | 450.00 | 1.000 | 450.00
|
MANHOLE | EACH | 1.000 | 450.00
|
AT STA. 130+24-22 m LT. | | 1.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0065 4016.10 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA. 133+65.4-7.9 m LT. | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4016.11 | 1,800.00 | 1.000 | 1,800.00
|
MANHOLE | EACH | 1.000 | 1,800.00
|
AT STA. 134+28.7-7.7 m LT. | | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0067 4016.12 | 3,000.00 | 1.000 | 3,000.00
|
MANHOLE | EACH | 1.000 | 3,000.00
|
AT STA. 135+44-4.1 m LT. | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4016.13 | 1,600.00 | 1.000 | 1,600.00
|
MANHOLE | EACH | 1.000 | 1,600.00
|
AT STA. 1700+72.4-115 m LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4016.14 | 3,000.00 | 1.000 | 3,000.00
|
MANHOLE | EACH | 1.000 | 3,000.00
|
AT STA. 1899+36.3-13.1 m LT. | | 2.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4017.00 | 700.00 | 12.000 | 8,400.00
|
TAPPING EXISTING MANHOLE | EACH | 12.000 | 8,400.00
|
| | 11.000 | 7,700.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4018.00 | 700.00 | 1.000 | 700.00
|
TAPPING EXISTING STRUCTURE | EACH | 1.000 | 700.00
|
| | 1.000 | 700.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4018.50 | 500.00 | 1.000 | 500.00
|
TAPPING EXISTING PIPE | EACH | 1.000 | 500.00
|
| | 4.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4043.50 | 40.00 | 1,734.400 | 69,376.00
|
REMOVE SEWER PIPE | m | 1,734.400 | 69,376.00
|
| | 1,954.550 | 78,182.00
|
| | 38.000 | 1,520.00
|
| | |
|
0074 4093.80 | 270.00 | 551.000 | 148,770.00
|
WALL MATERIALS | m2 | 551.000 | 148,770.00
|
| | 849.337 | 229,320.99
|
| | 0.000 | 0.00
|
| | |
|
0075 4105.58 | 550.00 | 335.620 | 184,591.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 335.620 | 184,591.00
|
| | 324.570 | 178,513.50
|
| | 0.000 | 0.00
|
| | |
|
0076 4107.07 | 1,300.00 | 1.180 | 1,534.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 1.180 | 1,534.00
|
| | 8.900 | 11,570.00
|
| | 0.000 | 0.00
|
| | |
|
0077 4130.06 | 1,200.00 | 0.660 | 792.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.660 | 792.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 4155.50 | 2.00 | 14,406.000 | 28,812.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 14,406.000 | 28,812.00
|
| | 13,764.000 | 27,528.00
|
| | 0.000 | 0.00
|
| | |
|
0079 4157.00 | 3.00 | 48.000 | 144.00
|
REINFORCING STEEL FOR COLLARS | kg | 48.000 | 144.00
|
| | 366.000 | 1,098.00
|
| | 0.000 | 0.00
|
| | |
|
0080 4600.15 | 100.00 | 3.900 | 390.00
|
375 mm REINFORCED CONCRETE SEWER PIPE | m | 3.900 | 390.00
|
| | 8.500 | 850.00
|
| | -9.100 | -910.00
|
| | |
|
0081 4600.18 | 82.00 | 1,731.800 | 142,007.60
|
450 mm REINFORCED CONCRETE SEWER PIPE | m | 1,731.800 | 142,007.60
|
| | 1,523.864 | 124,956.85
|
| | 2.824 | 231.57
|
| | |
|
0082 4600.24 | 115.00 | 653.700 | 75,175.50
|
600 mm REINFORCED CONCRETE SEWER PIPE | m | 653.700 | 75,175.50
|
| | 647.212 | 74,429.38
|
| | 3.942 | 453.33
|
| | |
|
0083 4600.30 | 160.00 | 160.200 | 25,632.00
|
750 mm REINFORCED CONCRETE SEWER PIPE | m | 160.200 | 25,632.00
|
| | 167.575 | 26,812.00
|
| | -0.725 | -116.00
|
| | |
|
0084 4600.36 | 240.00 | 188.700 | 45,288.00
|
900 mm REINFORCED CONCRETE SEWER PIPE | m | 188.700 | 45,288.00
|
| | 192.914 | 46,299.36
|
| | 4.214 | 1,011.36
|
| | |
|
0085 4600.42 | 275.00 | 189.100 | 52,002.50
|
1050 mm REINFORCED CONCRETE SEWER PIPE | m | 189.100 | 52,002.50
|
| | 187.246 | 51,492.65
|
| | -1.954 | -537.35
|
| | |
|
0086 4600.48 | 340.00 | 70.200 | 23,868.00
|
1200 mm REINFORCED CONCRETE SEWER PIPE | m | 70.200 | 23,868.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0087 4600.54 | 410.00 | 151.300 | 62,033.00
|
1350 mm REINFORCED CONCRETE SEWER PIPE | m | 151.300 | 62,033.00
|
| | 223.321 | 91,561.61
|
| | 1.821 | 746.61
|
| | |
|
0088 4670.05 | 60.00 | 274.000 | 16,440.00
|
CULVERT SANDFILL | m3 | 274.000 | 16,440.00
|
| | 165.920 | 9,955.20
|
| | 0.000 | 0.00
|
| | |
|
4027 4762.10 | 310.04 | 0.000 | 0.00
|
250 mm DUCTILE IRON SEWER PIPE | m | 10.107 | 3,133.57
|
| | 20.057 | 6,218.47
|
| | 0.000 | 0.00
|
| | |
|
4028 4803.10 | 269.03 | 0.000 | 0.00
|
250 mm P.V.C. PIPE | m | 9.296 | 2,500.90
|
| | 9.296 | 2,500.90
|
| | 0.000 | 0.00
|
| | |
|
4029 4764.76 | 110.22 | 0.000 | 0.00
|
150 mm P.V.C. SEWER PIPE | m | 1.868 | 205.89
|
| | 21.048 | 2,319.91
|
| | 0.000 | 0.00
|
| | |
|
4030 W360.01 | 73.50 | 0.000 | 0.00
|
250 mm X 250 mm X 100 mm WYE BRANCH | EACH | 1.000 | 73.50
|
| | 1.000 | 73.50
|
| | 0.000 | 0.00
|
| | |
|
4031 4999.03 | 3,721.49 | 0.000 | 0.00
|
RELOCATE SANITARY SEWER | LS | 1.000 | 3,721.49
|
| | 1.000 | 3,721.49
|
| | 0.000 | 0.00
|
| | |
|
4032 4999.03 | 1,484.44 | 0.000 | 0.00
|
RELOCATE SANITARY SEWER | LS | 1.000 | 1,484.44
|
129+20 LT | | 1.000 | 1,484.44
|
| | 0.000 | 0.00
|
| | |
|
4033 4011.62 | 1,776.51 | 0.000 | 0.00
|
AREA INLET | EACH | 1.000 | 1,776.51
|
BUILD AREA INLET 131+25 RT | | 1.000 | 1,776.51
|
| | 0.000 | 0.00
|
| | |
|
4039 1136.10 | 2,863.00 | 0.000 | 0.00
|
REMOVE | LS | 1.000 | 2,863.00
|
REMOVE CONCRETE DUCT | | 1.000 | 2,863.00
|
| | 0.000 | 0.00
|
| | |
|
4042 4015.66 | 3,809.66 | 0.000 | 0.00
|
INSTALL MANHOLE | EACH | 1.000 | 3,809.66
|
INSTALL SIPHON MANHOLE | | 1.000 | 3,809.66
|
| | 0.000 | 0.00
|
| | |
|
4043 1800.01 | 19,073.79 | 0.000 | 0.00
|
RELOCATE | LS | 1.000 | 19,073.79
|
RELOCATE WATER SERVICE | | 1.000 | 19,073.79
|
| | 0.000 | 0.00
|
| | |
|
4044 4011.64 | 2,913.17 | 0.000 | 0.00
|
AREA INLET | EACH | 1.000 | 2,913.17
|
BUILD AREA INLET AT STA. 130+15 RT | | 1.000 | 2,913.17
|
| | 0.000 | 0.00
|
| | |
|
4045 4011.64 | 1,751.23 | 0.000 | 0.00
|
AREA INLET | EACH | 1.000 | 1,751.23
|
BUILD AREA INLET AT STA. 130+80 RT | | 1.000 | 1,751.23
|
| | 0.000 | 0.00
|
| | |
|
407 4042.62 | 111,230.00 | 0.000 | 0.00
|
RECONSTRUCT SEWER SERVICE | LS | 1.000 | 111,230.00
|
| | 1.000 | 111,230.00
|
| | 0.000 | 0.00
|
| | |
|
409 W700.00 | 3,250.59 | 0.000 | 0.00
|
INSTALL WATER SERVICE, CURB STOP AND BOX | EACH | 1.000 | 3,250.59
|
| | 1.000 | 3,250.59
|
| | 0.000 | 0.00
|
| | |
|
410 W177.00 | 16,898.50 | 0.000 | 0.00
|
REPAIR WATER MAIN AND CASING | LS | 1.000 | 16,898.50
|
| | 1.000 | 16,898.50
|
| | 0.000 | 0.00
|
| | |
|
415 6990.01 | 0.17 | 0.000 | 0.00
|
MODIFY | LS | 1.000 | 0.17
|
CORRECTION FOR C.O. #4 - S.A. #4 | | 1.000 | 0.17
|
| | 0.000 | 0.00
|
| | |
|
416 4976.20 | 6,137.97 | 0.000 | 0.00
|
SANITARY SEWER MODIFICATION | EACH | 1.000 | 6,137.97
|
| | 1.000 | 6,137.97
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 1,080,674.60
|
| | Current | 1,258,717.99
|
| | In place | 1,383,108.84
|
| | This Estimate | 2,399.52
|
| | |
|
GROUP 6 BRIDGE AT STA. 131+92.407 | | |
|
0089 0030.60 | 30,000.00 | 1.000 | 30,000.00
|
MOBILIZATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0090 3050.15 | 219.00 | 330.500 | 72,379.50
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 330.500 | 72,379.50
|
| | 377.900 | 82,760.10
|
| | 0.000 | 0.00
|
| | |
|
0091 3051.10 | 1.39 | 21,800.000 | 30,302.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 24,475.000 | 34,020.25
|
| | 26,621.000 | 37,003.19
|
| | 0.000 | 0.00
|
| | |
|
0092 6000.10 | 1,900.00 | 1.000 | 1,900.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,900.00
|
| | 1.000 | 1,900.00
|
| | 0.000 | 0.00
|
| | |
|
0093 6000.11 | 1,900.00 | 1.000 | 1,900.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,900.00
|
| | 1.000 | 1,900.00
|
| | 0.000 | 0.00
|
| | |
|
0094 6001.00 | 16,638.43 | 1.000 | 16,638.43
|
BENT NO.1 EXCAVATION | LS | 1.000 | 16,638.43
|
| | 1.000 | 16,638.43
|
| | 0.000 | 0.00
|
| | |
|
0095 6001.01 | 16,638.43 | 1.000 | 16,638.43
|
BENT NO.2 EXCAVATION | LS | 1.000 | 16,638.43
|
| | 1.000 | 16,638.43
|
| | 0.000 | 0.00
|
| | |
|
0096 6005.78 | 520.00 | 18.000 | 9,360.00
|
EXPANSION BEARING, TFE TYPE | EACH | 18.000 | 9,360.00
|
| | 18.000 | 9,360.00
|
| | 0.000 | 0.00
|
| | |
|
0097 6005.83 | 360.00 | 6.000 | 2,160.00
|
FIXED BEARING | EACH | 6.000 | 2,160.00
|
| | 6.000 | 2,160.00
|
| | 0.000 | 0.00
|
| | |
|
0098 6010.20 | 484.00 | 117.300 | 56,773.20
|
CLASS 47B-25 CONCRETE FOR BRIDGE | m3 | 133.300 | 64,517.20
|
| | 133.300 | 64,517.20
|
| | 0.000 | 0.00
|
| | |
|
0099 6010.26 | 490.00 | 150.900 | 73,941.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 150.900 | 73,941.00
|
| | 150.900 | 73,941.00
|
| | 0.000 | 0.00
|
| | |
|
0100 6030.00 | 37,000.00 | 1.000 | 37,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 37,000.00
|
AT STA. 131+92.407 | | 1.000 | 37,000.00
|
| | 0.000 | 0.00
|
| | |
|
0101 6071.10 | 104,600.00 | 1.000 | 104,600.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 104,600.00
|
AT STA. 131+92.407 | | 1.000 | 104,600.00
|
| | 0.000 | 0.00
|
| | |
|
0102 6080.00 | 9.60 | 551.000 | 5,289.60
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 551.000 | 5,289.60
|
| | 551.000 | 5,289.60
|
| | 0.000 | 0.00
|
| | |
|
0103 6131.50 | 1.42 | 35,114.000 | 49,861.88
|
EPOXY COATED REINFORCING STEEL | kg | 38,151.000 | 54,174.42
|
| | 38,151.000 | 54,174.42
|
| | 0.000 | 0.00
|
| | |
|
0104 6210.11 | 84.40 | 30.400 | 2,565.76
|
HP 200 mm X 54 kg STEEL PILING | m | 15.200 | 1,282.88
|
| | 18.280 | 1,542.83
|
| | 0.000 | 0.00
|
| | |
|
0105 6210.12 | 69.00 | 541.800 | 37,384.20
|
HP 250 mm X 62 kg STEEL PILING | m | 752.100 | 51,894.90
|
| | 752.100 | 51,894.90
|
| | 0.000 | 0.00
|
| | |
|
0106 6401.00 | 115.00 | 76.000 | 8,740.00
|
PEDESTRIAN BARRIER RAIL | m | 76.000 | 8,740.00
|
| | 76.000 | 8,740.00
|
| | 0.000 | 0.00
|
| | |
|
0107 6404.00 | 170.00 | 91.000 | 15,470.00
|
PEDESTRIAN RAILING (CHAIN LINK TYPE) | m | 91.000 | 15,470.00
|
| | 91.000 | 15,470.00
|
| | 0.000 | 0.00
|
| | |
|
0108 6430.40 | 160.00 | 1,013.000 | 162,080.00
|
PAINTING STRUCTURE (ZONE COAT) AT | m2 | 1,013.000 | 162,080.00
|
STA. 131+92.407 | | 1,013.000 | 162,080.00
|
| | 0.000 | 0.00
|
| | |
|
0109 6600.03 | 18.00 | 46.200 | 831.60
|
75 mm CONDUIT IN BRIDGE | m | 46.200 | 831.60
|
| | 46.200 | 831.60
|
| | 0.000 | 0.00
|
| | |
|
0110 6601.15 | 20.00 | 46.200 | 924.00
|
38 mm CONDUIT IN BRIDGE | m | 46.200 | 924.00
|
| | 46.200 | 924.00
|
| | 0.000 | 0.00
|
| | |
|
4017 6210.61 | 168.80 | 0.000 | 0.00
|
PILE SPLICE | EACH | 1.000 | 168.80
|
200 mm X 54 kg | | 1.000 | 168.80
|
| | 0.000 | 0.00
|
| | |
|
601 6210.61 | 422.00 | 0.000 | 0.00
|
PILE SPLICE | EACH | 0.000 | 0.00
|
200mm X 54kg | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 131+92.407 | | Contracted | 736,739.60
|
| | Current | 765,911.01
|
| | In place | 779,534.50
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0111 A001.01 | 450.00 | 7.000 | 3,150.00
|
PULL BOX, TYPE PB-1 | EACH | 7.000 | 3,150.00
|
| | 7.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | |
|
0112 A001.02 | 400.00 | 9.000 | 3,600.00
|
PULL BOX, TYPE PB-1A | EACH | 9.000 | 3,600.00
|
| | 11.000 | 4,400.00
|
| | 0.000 | 0.00
|
| | |
|
0113 A001.05 | 700.00 | 39.000 | 27,300.00
|
PULL BOX, TYPE PB-2 | EACH | 39.000 | 27,300.00
|
| | 39.000 | 27,300.00
|
| | 0.000 | 0.00
|
| | |
|
0114 A002.42 | 3,800.00 | 1.000 | 3,800.00
|
EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 3,800.00
|
AT 72ND & CEDAR | | 1.000 | 3,800.00
|
| | 0.000 | 0.00
|
| | |
|
0115 A002.43 | 6,000.00 | 1.000 | 6,000.00
|
EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,000.00
|
AT 72ND & HICKORY(TEMPORARY) | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0116 A002.45 | 1,200.00 | 1.000 | 1,200.00
|
EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,200.00
|
AT 72ND & PINE | | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0117 A002.46 | 6,000.00 | 1.000 | 6,000.00
|
EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,000.00
|
AT 72ND & PACIFIC(TEMPORARY) | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0118 A002.48 | 3,000.00 | 1.000 | 3,000.00
|
EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 3,000.00
|
AT PACIFIC & FDR | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0119 A002.49 | 6,000.00 | 1.000 | 6,000.00
|
EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 6,000.00
|
AT 72ND & 76TH DRIVE | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0120 A002.97 | 1,000.00 | 1.000 | 1,000.00
|
INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,000.00
|
AT 72ND & HICKORY | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0121 A002.98 | 1,000.00 | 1.000 | 1,000.00
|
INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM | EACH | 1.000 | 1,000.00
|
AT 72ND & PACIFIC | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0122 A004.00 | 550.00 | 56.000 | 30,800.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 56.000 | 30,800.00
|
| | 56.000 | 30,800.00
|
| | 0.000 | 0.00
|
| | |
|
0123 A004.04 | 900.00 | 1.000 | 900.00
|
TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 1.000 | 900.00
|
| | 1.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0124 A004.10 | 550.00 | 7.000 | 3,850.00
|
TRAFFIC SIGNAL, TYPE TS-1A | EACH | 7.000 | 3,850.00
|
| | 7.000 | 3,850.00
|
| | 0.000 | 0.00
|
| | |
|
0125 A004.20 | 550.00 | 17.000 | 9,350.00
|
TRAFFIC SIGNAL, TYPE TS-1L | EACH | 17.000 | 9,350.00
|
| | 17.000 | 9,350.00
|
| | 0.000 | 0.00
|
| | |
|
0126 A004.28 | 700.00 | 6.000 | 4,200.00
|
TRAFFIC SIGNAL, TYPE TS-1RR | EACH | 6.000 | 4,200.00
|
| | 7.000 | 4,900.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A005.25 | 7,500.00 | 6.000 | 45,000.00
|
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 6.000 | 45,000.00
|
| | 6.000 | 45,000.00
|
| | 0.000 | 0.00
|
| | |
|
0128 A006.15 | 500.00 | 46.000 | 23,000.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 46.000 | 23,000.00
|
| | 46.000 | 23,000.00
|
| | 0.000 | 0.00
|
| | |
|
0129 A006.70 | 150.00 | 28.000 | 4,200.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 28.000 | 4,200.00
|
| | 28.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | |
|
0130 A007.15 | 250.00 | 21.000 | 5,250.00
|
VEHICLE DETECTOR, TYPE TD-5 | EACH | 21.000 | 5,250.00
|
| | 21.000 | 5,250.00
|
| | 0.000 | 0.00
|
| | |
|
0131 A007.16 | 450.00 | 1.000 | 450.00
|
VEHICLE DETECTOR, TYPE TD-5A | EACH | 1.000 | 450.00
|
| | 1.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0132 A007.32 | 1,800.00 | 3.000 | 5,400.00
|
STREET LIGHTING UNIT | EACH | 3.000 | 5,400.00
|
TYPE SL-A-12.2-4.6 | | 3.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | |
|
0133 A007.34 | 2,000.00 | 5.000 | 10,000.00
|
STREET LIGHTING UNIT | EACH | 5.000 | 10,000.00
|
TYPE SL-A-12.2-4.6-4.6 | | 5.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0134 A011.40 | 5,000.00 | 1.000 | 5,000.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-11-3.7 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0135 A011.65 | 5,300.00 | 1.000 | 5,300.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-12.5-3.7 | EACH | 2.000 | 10,600.00
|
| | 2.000 | 10,600.00
|
| | 0.000 | 0.00
|
| | |
|
0136 A011.66 | 5,400.00 | 1.000 | 5,400.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-12.5-4.6 | EACH | 1.000 | 5,400.00
|
| | 1.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | |
|
0137 A012.91 | 8,000.00 | 2.000 | 16,000.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-18.5-4.6 | EACH | 2.000 | 16,000.00
|
| | 2.000 | 16,000.00
|
| | 0.000 | 0.00
|
| | |
|
0138 A014.50 | 1,600.00 | 10.000 | 16,000.00
|
WOOD POLE | EACH | 10.000 | 16,000.00
|
| | 13.000 | 20,800.00
|
| | 0.000 | 0.00
|
| | |
|
0139 A016.50 | 4,800.00 | 1.000 | 4,800.00
|
MAST ARM SIGNAL POLE, TYPE MP-9.5 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 A016.55 | 5,000.00 | 2.000 | 10,000.00
|
MAST ARM SIGNAL POLE, TYPE MP-11 | EACH | 3.000 | 15,000.00
|
| | 3.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0141 A025.08 | 50,000.00 | 2.000 | 100,000.00
|
SIGNAL STRUCTURE | EACH | 2.000 | 100,000.00
|
TYPE 49 | | 2.000 | 100,000.00
|
| | 0.000 | 0.00
|
| | |
|
0142 A025.09 | 60,000.00 | 1.000 | 60,000.00
|
SIGNAL STRUCTURE | EACH | 1.000 | 60,000.00
|
TYPE 57 | | 1.000 | 60,000.00
|
| | 0.000 | 0.00
|
| | |
|
0143 A025.10 | 70,000.00 | 1.000 | 70,000.00
|
SIGNAL STRUCTURE | EACH | 1.000 | 70,000.00
|
TYPE 64 | | 1.000 | 70,000.00
|
| | 0.000 | 0.00
|
| | |
|
0144 A030.90 | 850.00 | 5.000 | 4,250.00
|
TELEPHONE DROP | EACH | 5.000 | 4,250.00
|
| | 5.000 | 4,250.00
|
| | 0.000 | 0.00
|
| | |
|
0145 A065.70 | 10.00 | 792.400 | 7,924.00
|
50 mm PVC CONDUIT IN TRENCH | m | 792.400 | 7,924.00
|
| | 782.700 | 7,827.00
|
| | 0.000 | 0.00
|
| | |
|
0146 A065.71 | 14.00 | 2,193.100 | 30,703.40
|
75 mm PVC CONDUIT IN TRENCH | m | 2,193.100 | 30,703.40
|
| | 2,147.000 | 30,058.00
|
| | 0.000 | 0.00
|
| | |
|
0147 A065.92 | 35.00 | 11.900 | 416.50
|
50 mm PVC CONDUIT, JACKED | m | 11.900 | 416.50
|
| | 11.900 | 416.50
|
| | 0.000 | 0.00
|
| | |
|
0148 A065.93 | 40.00 | 5.000 | 200.00
|
75 mm PVC CONDUIT, JACKED | m | 5.000 | 200.00
|
| | 5.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0149 A077.22 | 9.00 | 307.100 | 2,763.90
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 307.100 | 2,763.90
|
| | 307.100 | 2,763.90
|
| | 0.000 | 0.00
|
| | |
|
0150 A077.26 | 9.00 | 594.300 | 5,348.70
|
16/C #14 AWG TRAFFIC SIGNAL CABLE | m | 594.300 | 5,348.70
|
| | 594.300 | 5,348.70
|
| | 0.000 | 0.00
|
| | |
|
0151 A078.12 | 2.00 | 598.800 | 1,197.60
|
2/C #16 AWG PEDESTRIAN PUSHBUTTON LEAD-IN CABLE | m | 598.800 | 1,197.60
|
| | 598.800 | 1,197.60
|
| | 0.000 | 0.00
|
| | |
|
0152 A079.01 | 2.00 | 277.000 | 554.00
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 277.000 | 554.00
|
| | 277.000 | 554.00
|
| | 0.000 | 0.00
|
| | |
|
0153 A079.50 | 2.00 | 696.800 | 1,393.60
|
GROUNDING CONDUCTOR | m | 696.800 | 1,393.60
|
| | 696.800 | 1,393.60
|
| | 0.000 | 0.00
|
| | |
|
0154 A079.55 | 4.00 | 830.000 | 3,320.00
|
SERVICE CABLE | m | 830.000 | 3,320.00
|
| | 545.000 | 2,180.00
|
| | 0.000 | 0.00
|
| | |
|
0155 A079.60 | 11.00 | 279.300 | 3,072.30
|
STREET LIGHTING CABLE | m | 279.300 | 3,072.30
|
NO. 6 ACSR TRIPLEX | | 279.300 | 3,072.30
|
| | 0.000 | 0.00
|
| | |
|
0156 A081.00 | 4.00 | 1,561.600 | 6,246.40
|
6 PAIR COMMUNICATION CABLE | m | 1,561.600 | 6,246.40
|
| | 2,750.100 | 11,000.40
|
| | 0.000 | 0.00
|
| | |
|
0157 A500.00 | 1,500.00 | 2.000 | 3,000.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER | EACH | 2.000 | 3,000.00
|
| | 3.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
0158 A501.50 | 250.00 | 40.000 | 10,000.00
|
INSTALL TRAFFIC SIGNAL | EACH | 40.000 | 10,000.00
|
| | 44.000 | 11,000.00
|
| | 0.000 | 0.00
|
| | |
|
0159 A510.00 | 120.00 | 30.000 | 3,600.00
|
INSTALL LUMINAIRE | EACH | 30.000 | 3,600.00
|
| | 30.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
0160 A510.01 | 550.00 | 3.000 | 1,650.00
|
INSTALL LUMINAIRE | EACH | 3.000 | 1,650.00
|
TYPE W-200 | | 3.000 | 1,650.00
|
| | 0.000 | 0.00
|
| | |
|
0161 A521.00 | 400.00 | 12.000 | 4,800.00
|
INSTALL STREET LIGHTING UNIT | EACH | 12.000 | 4,800.00
|
TYPE SL-A-12.2-3.7-0.20 | | 12.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
0162 A521.01 | 400.00 | 50.000 | 20,000.00
|
INSTALL STREET LIGHTING UNIT | EACH | 50.000 | 20,000.00
|
TYPE SL-A-12.2-3.7-0.40 | | 50.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0163 A565.01 | 8.00 | 2,599.100 | 20,792.80
|
INSTALL 25 mm CONDUIT IN TRENCH | m | 2,599.100 | 20,792.80
|
| | 2,588.800 | 20,710.40
|
| | 0.000 | 0.00
|
| | |
|
0164 A565.05 | 11.00 | 731.800 | 8,049.80
|
INSTALL 25 mm CONDUIT UNDER ROADWAY | m | 731.800 | 8,049.80
|
| | 675.800 | 7,433.80
|
| | 0.000 | 0.00
|
| | |
|
0165 A565.10 | 35.00 | 25.000 | 875.00
|
INSTALL 25 mm CONDUIT, JACKED | m | 25.000 | 875.00
|
| | 25.000 | 875.00
|
| | 0.000 | 0.00
|
| | |
|
0166 A565.15 | 10.00 | 35.200 | 352.00
|
INSTALL 25 mm CONDUIT ON BRIDGE | m | 35.200 | 352.00
|
| | 35.200 | 352.00
|
| | 0.000 | 0.00
|
| | |
|
0167 A580.60 | 1.70 | 6,990.600 | 11,884.02
|
INSTALL STREET LIGHTING CABLE, NO. 6 USE | m | 6,990.600 | 11,884.02
|
| | 6,897.000 | 11,724.90
|
| | 0.000 | 0.00
|
| | |
|
0168 A580.61 | 1.60 | 3,495.300 | 5,592.48
|
INSTALL STREET LIGHTING CABLE, NO. 6 BARE | m | 3,495.300 | 5,592.48
|
| | 3,448.500 | 5,517.60
|
| | 0.000 | 0.00
|
| | |
|
0169 A610.00 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT 72ND & HICKORY(TEMPORARY) | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0170 A610.01 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT 72ND & HICKORY | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0171 A610.02 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT 72ND & PINE | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0172 A610.03 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT 72ND & PACIFIC(TEMPORARY) | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0173 A610.04 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT 72ND & PACIFIC | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0174 A610.05 | 3,500.00 | 1.000 | 3,500.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,500.00
|
AT PACIFIC & FDR DRIVE | | 2.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
0175 A610.06 | 2,000.00 | 1.000 | 2,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 2,000.00
|
AT 72ND & 76TH DRIVE | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0176 A779.51 | 50,000.00 | 1.000 | 50,000.00
|
WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 50,000.00
|
AT 72ND & HICKORY | | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0177 A779.52 | 3,500.00 | 1.000 | 3,500.00
|
WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 3,500.00
|
AT 72ND & PINE | | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0178 A779.53 | 45,000.00 | 1.000 | 45,000.00
|
WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 45,000.00
|
AT 72ND & PACIFIC | | 1.000 | 45,000.00
|
| | 0.000 | 0.00
|
| | |
|
0179 A779.55 | 45,000.00 | 1.000 | 45,000.00
|
WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM | LS | 1.000 | 45,000.00
|
AT 72ND & 76TH DRIVE | | 1.000 | 45,000.00
|
| | 0.000 | 0.00
|
| | |
|
0180 A820.00 | 2,200.00 | 1.000 | 2,200.00
|
CONTROLLER CABINET | EACH | 1.000 | 2,200.00
|
| | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0181 0030.81 | 20,000.00 | 1.000 | 20,000.00
|
MOBILIZATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0182 7315.90 | 10,000.00 | 1.000 | 10,000.00
|
INSTALL OVERHEAD SIGNS | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0183 7320.20 | 5,500.00 | 1.000 | 5,500.00
|
INSTALL TRAFFIC SIGN AND POST | LS | 1.000 | 5,500.00
|
| | 1.000 | 5,500.00
|
| | 0.000 | 0.00
|
| | |
|
0184 7320.40 | 60.00 | 6.000 | 360.00
|
INSTALL STREET NAME SIGN | EACH | 6.000 | 360.00
|
| | 6.000 | 360.00
|
| | 0.000 | 0.00
|
| | |
|
0185 7320.95 | 1,600.00 | 6.000 | 9,600.00
|
FIBER OPTIC SIGN | EACH | 6.000 | 9,600.00
|
| | 6.000 | 9,600.00
|
| | 0.000 | 0.00
|
| | |
|
4034 A580.96 | 9.64 | 0.000 | 0.00
|
INSTALL | m | 189.200 | 1,823.89
|
SUPPORT CABLES | | 189.200 | 1,823.89
|
| | 0.000 | 0.00
|
| | |
|
4035 A580.96 | 6.20 | 0.000 | 0.00
|
INSTALL | m | 189.200 | 1,173.04
|
TETHER CABLES | | 189.200 | 1,173.04
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 866,596.50
|
| | Current | 870,093.43
|
| | In place | 884,332.63
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0186 0001.08 | 0.50 | 79,476.000 | 39,738.00
|
BARRICADE, TYPE II | BDAY | 79,476.000 | 39,738.00
|
| | 128,768.000 | 64,384.00
|
| | 22.000 | 11.00
|
| | |
|
0187 0001.10 | 0.65 | 80,861.000 | 52,559.65
|
BARRICADE, TYPE III | BDAY | 80,861.000 | 52,559.65
|
| | 119,950.000 | 77,967.50
|
| | 0.000 | 0.00
|
| | |
|
0188 0001.30 | 1.35 | 2,056.000 | 2,775.60
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,056.000 | 2,775.60
|
| | 10,275.000 | 13,871.25
|
| | 0.000 | 0.00
|
| | |
|
0189 0001.90 | 0.90 | 18,774.000 | 16,896.60
|
SIGN DAY | EACH | 18,774.000 | 16,896.60
|
| | 86,597.000 | 77,937.30
|
| | 2.000 | 1.80
|
| | |
|
0190 0002.30 | 0.55 | 3,380.000 | 1,859.00
|
PAVEMENT MARKING REMOVAL | m | 3,380.000 | 1,859.00
|
| | 4,864.080 | 2,675.24
|
| | 0.000 | 0.00
|
| | |
|
0191 0002.40 | 20.00 | 220.000 | 4,400.00
|
TEMPORARY SOLID LINES | StaM | 220.000 | 4,400.00
|
| | 222.094 | 4,441.88
|
| | 0.000 | 0.00
|
| | |
|
0192 0002.45 | 20.00 | 114.000 | 2,280.00
|
TEMPORARY BROKEN LINES | StaM | 114.000 | 2,280.00
|
| | 23.786 | 475.72
|
| | 0.000 | 0.00
|
| | |
|
0193 0002.97 | 7.00 | 1,711.000 | 11,977.00
|
FLASHING ARROW PANEL | DAY | 1,711.000 | 11,977.00
|
| | 1,250.500 | 8,753.50
|
| | 1.000 | 7.00
|
| | |
|
0194 0003.05 | 29,900.00 | 2.000 | 59,800.00
|
PORTABLE CHANGEABLE MESSAGE SIGN | EACH | 2.000 | 59,800.00
|
| | 2.000 | 59,800.00
|
| | 0.000 | 0.00
|
| | |
|
0195 0003.10 | 230.00 | 60.000 | 13,800.00
|
FLAGGING | DAY | 60.000 | 13,800.00
|
| | 36.500 | 8,395.00
|
| | 0.000 | 0.00
|
| | |
|
0196 0003.51 | 53.00 | 150.000 | 7,950.00
|
INSTALL CONCRETE PROTECTION BARRIER | m | 150.000 | 7,950.00
|
| | 210.300 | 11,145.90
|
| | 0.000 | 0.00
|
| | |
|
0197 0010.04 | 5,190.00 | 1.000 | 5,190.00
|
FIELD OFFICE | EACH | 1.000 | 5,190.00
|
| | 1.000 | 5,190.00
|
| | 0.000 | 0.00
|
| | |
|
0198 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0199 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
|
| | |
|
4018 7508.03 | 54.00 | 0.000 | 0.00
|
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 | m | 50.000 | 2,700.00
|
GROOVED | | 226.620 | 12,237.48
|
| | 0.000 | 0.00
|
| | |
|
4019 7512.13 | 108.00 | 0.000 | 0.00
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 50.000 | 5,400.00
|
GROOVED | | 549.290 | 59,323.32
|
| | 0.000 | 0.00
|
| | |
|
4020 7500.32 | 448.00 | 0.000 | 0.00
|
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 5.000 | 2,240.00
|
GROOVED | | 27.000 | 12,096.00
|
| | 0.000 | 0.00
|
| | |
|
4021 7500.38 | 391.00 | 0.000 | 0.00
|
ONLY, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 5.000 | 1,955.00
|
GROOVED | | 19.000 | 7,429.00
|
| | 0.000 | 0.00
|
| | |
|
404 7500.33 | 100.00 | 0.000 | 0.00
|
ARROW | EACH | 48.000 | 4,800.00
|
PREFORMED DIRECTIONAL ARROWS | | 98.000 | 9,800.00
|
| | 0.000 | 0.00
|
| | |
|
405 1136.03 | 64.00 | 0.000 | 0.00
|
REMOVE | EACH | 48.000 | 3,072.00
|
REMOVE PREFORMED DIRECTIONAL ARROWS | | 96.000 | 6,144.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 230,025.85
|
| | Current | 250,192.85
|
| | In place | 452,067.09
|
| | This Estimate | 19.80
|
| | |
|
Totals for contract | | Contracted | 7,122,964.29
|
---|
| | Current | 7,648,543.20
|
---|
| | In place | 7,997,199.86
|
---|
| | This Estimate | 11,525.06
|
---|