|  | 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 4,617.000 | 13,851.00
 | 
 |  | -285.000 | -855.00
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 2,366.000 | 7,098.00
 | 
 |  | 338.000 | 1,014.00
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 5.000 | 2,500.00
 | 
 |  | 1.000 | 500.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0074                                       4093.80       | 270.00 | 551.000 | 148,770.00
 | 
| WALL MATERIALS                                                                                                           | m2   | 849.337 | 229,320.99
 | 
|                                                                                                                          |  | 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
 | 
|                                                                                                                          |  | 323.920 | 178,156.00
 | 
 |  | -0.650 | -357.50
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 10.100 | 13,130.00
 | 
 |  | 1.200 | 1,560.00
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 13,722.500 | 27,445.00
 | 
 |  | -41.500 | -83.00
 | 
  |  |  | 
 | 
| 0079                                       4157.00       | 3.00 | 48.000 | 144.00
 | 
| REINFORCING STEEL FOR COLLARS                                                                                            | kg   | 48.000 | 144.00
 | 
|                                                                                                                          |  | 500.000 | 1,500.00
 | 
 |  | 134.000 | 402.00
 | 
  |  |  | 
 | 
| 0080                                       4600.15       | 100.00 | 3.900 | 390.00
 | 
| 375 mm REINFORCED CONCRETE SEWER PIPE                                                                                    | m    | 3.900 | 390.00
 | 
|                                                                                                                          |  | 20.320 | 2,032.00
 | 
 |  | 11.820 | 1,182.00
 | 
  |  |  | 
 | 
| 0081                                       4600.18       | 82.00 | 1,731.800 | 142,007.60
 | 
| 450 mm REINFORCED CONCRETE SEWER PIPE                                                                                    | m    | 1,731.800 | 142,007.60
 | 
|                                                                                                                          |  | 1,524.230 | 124,986.86
 | 
 |  | 0.366 | 30.01
 | 
  |  |  | 
 | 
| 0082                                       4600.24       | 115.00 | 653.700 | 75,175.50
 | 
| 600 mm REINFORCED CONCRETE SEWER PIPE                                                                                    | m    | 653.700 | 75,175.50
 | 
|                                                                                                                          |  | 647.221 | 74,430.42
 | 
 |  | 0.009 | 1.04
 | 
  |  |  | 
 | 
| 0083                                       4600.30       | 160.00 | 160.200 | 25,632.00
 | 
| 750 mm REINFORCED CONCRETE SEWER PIPE                                                                                    | m    | 160.200 | 25,632.00
 | 
|                                                                                                                          |  | 167.573 | 26,811.68
 | 
 |  | -0.002 | -0.32
 | 
  |  |  | 
 | 
| 0084                                       4600.36       | 240.00 | 188.700 | 45,288.00
 | 
| 900 mm REINFORCED CONCRETE SEWER PIPE                                                                                    | m    | 188.700 | 45,288.00
 | 
|                                                                                                                          |  | 192.910 | 46,298.40
 | 
 |  | -0.004 | -0.96
 | 
  |  |  | 
 | 
| 0085                                       4600.42       | 275.00 | 189.100 | 52,002.50
 | 
| 1050 mm REINFORCED CONCRETE SEWER PIPE                                                                                   | m    | 189.100 | 52,002.50
 | 
|                                                                                                                          |  | 187.240 | 51,491.00
 | 
 |  | -0.006 | -1.65
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 223.320 | 91,561.20
 | 
 |  | -0.001 | -0.41
 | 
  |  |  | 
 | 
| 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
 | 
|                                                                                                                          |  | 34.057 | 10,559.03
 | 
 |  | 14.000 | 4,340.56
 | 
  |  |  | 
 | 
| 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    | 21.048 | 2,319.91
 | 
|                                                                                                                          |  | 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 | 1,341,383.00
 | 
 |  | In place | 1,390,839.61
 | 
 |  | This Estimate | 7,730.77
 | 
  |  |  | 
 | 
| 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 | 128,768.000 | 64,384.00
 | 
|                                                                                                                          |  | 128,768.000 | 64,384.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0187                                       0001.10       | 0.65 | 80,861.000 | 52,559.65
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 119,950.000 | 77,967.50
 | 
|                                                                                                                          |  | 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 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 | 300,246.70
 | 
 |  | In place | 452,067.09
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 7,122,964.29
 | 
|---|
 |  | Current | 7,781,262.06
 | 
|---|
 |  | In place | 8,004,930.63
 | 
|---|
 |  | This Estimate | 7,730.77
 | 
|---|