| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0214 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 914.75 | E23221
|
| | ANCHOR BOLTS | |
|
| | Total for estimate 0001: | 914.75 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0213 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 6,500.00 | E23644
|
| | EXPANSION BEARING, TFE TYPE | |
|
0214 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 5,507.36 | E23644
|
| | FIXED BEARING | |
|
| | Total for estimate 0006: | 12,007.36 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0220 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 10,794.17 | 3672
|
| | EPOXY COATED RE-STEEL | |
|
0223 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | |
|
| | S.P. Initial Payment | 8,310.41 | 2-137-C
|
| | HP 310 mm X 79kg STEEL PILE | |
|
| | Total for estimate 0008: | 19,104.58 |
|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0239 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 922.11 | E23221
|
| | ANCHOR BOLTS | |
|
| | Total for estimate 0001: | 922.11 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0238 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 7,474.80 | E23643
|
| | EXPANSION BEARING, TFE TYPE | |
|
0239 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 1,959.75 | E23643
|
| | FIXED BEARING | |
|
| | Total for estimate 0006: | 9,434.55 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0245 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 7,569.09 | 3673
|
| | EPOXY COATED RE-STEEL | |
|
| | S.P. Adjustment | -1,789.67 | 3673
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0008: | 5,779.42 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0061 | 3075.56 | 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 44,334.05 | 1024995
|
| | Dowel baskets | |
|
| | Total for estimate 0005: | 44,334.05 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0061 | 3075.56 | 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 40,610.15 | 1024996
|
| | Dowel baskets | |
|
0063 | 3075.76 | 305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 27,196.24 | 1024996
|
| | DOWEL BASKETS | |
|
0066 | 4004.50 | CAST IRON GRATE AND FRAME | |
|
| | S.P. Initial Payment | 633.88 | 119789
|
| | CAST IRON GRATE & FRAME | |
|
0067 | 4005.00 | CAST IRON RING AND COVER | |
|
| | S.P. Initial Payment | 337.49 | 119789
|
| | CAST IRON RING & COVER | |
|
0073 | 4764.34 | 100 mm NONPERFORATED PIPE UNDERDRAIN | |
|
| | S.P. Initial Payment | 47.50 | 9460404
|
| | UNDERDRAIN PIPE NONPERF | |
|
| | S.P. Initial Payment | 114.00 | 9451917
|
| | UNDERDRAIN PIPE NONPERF | |
|
0074 | 4764.35 | 100 mm PERFORATED PIPE UNDERDRAIN | |
|
| | S.P. Initial Payment | 3,906.22 | 9451917
|
| | UNDERDRAIN PIPE PERF | |
|
0092 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Initial Payment | 1,847.54 | 119789
|
| | CAST IRON COVER & FRAME | |
|
0094 | 4004.50 | CAST IRON GRATE AND FRAME | |
|
| | S.P. Initial Payment | 26,534.10 | 119789
|
| | CAST IRON GRATE & FRAME | |
|
0095 | 4005.00 | CAST IRON RING AND COVER | |
|
| | S.P. Initial Payment | 3,712.39 | 119789
|
| | CAST IRON RING & COVER | |
|
0281 | A070.10 | 38 mm CONDUIT IN TRENCH | |
|
| | S.P. Initial Payment | 2,991.87 | 16072
|
| | 38 mm CONDUIT IN TRENCH | |
|
0282 | A070.14 | 50 mm CONDUIT IN TRENCH | |
|
| | S.P. Initial Payment | 1,141.96 | 16072
|
| | 50 mm CONDUIT IN TRENCH | |
|
0283 | A070.18 | 75 mm CONDUIT IN TRENCH | |
|
| | S.P. Initial Payment | 3,366.98 | 16072
|
| | 75 mm CONDUIT IN TRENCH | |
|
| | Total for estimate 0006: | 112,440.32 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0063 | 3075.76 | 305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -1,731.01 | 1024996
|
| | DOWEL BASKETS | |
|
| | Total for estimate 0007: | -1,731.01 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0034 | 4095.00 | CONCRETE FACE PANELS | |
|
| | S.P. Initial Payment | 49,931.48 | 38683
|
| | Concrete Face Panels | |
|
0061 | 3075.56 | 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -5,107.37 | 1024995
|
| | Dowel baskets | |
|
| | S.P. Initial Payment | 3,900.09 | 52776
|
| | WIGGLE BOLTS | |
|
0063 | 3075.76 | 305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Adjustment | -3,683.31 | 1024996
|
| | DOWEL BASKETS | |
|
| | S.P. Initial Payment | 3,599.95 | 52776
|
| | WIGGLE BOLTS | |
|
| | S.P. Adjustment | -390.13 | 52776
|
| | WIGGLE BOLTS | |
|
0124 | 4155.50 | REINFORCING STEEL FOR INLET AND JUNCTION BOX | |
|
| | S.P. Initial Payment | 2,594.70 | 3625
|
| | RE-STEEL FOR INLET & JCT BOX | |
|
0282 | A070.14 | 50 mm CONDUIT IN TRENCH | |
|
| | S.P. Adjustment | -40.85 | 16072
|
| | 50 mm CONDUIT IN TRENCH | |
|
| | Total for estimate 0008: | 50,804.56 |
|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0164 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 864.22 | E23221
|
| | ANCHOR BOLTS | |
|
0165 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 863.31 | E23221
|
| | ANCHOR BOLTS | |
|
0175 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | |
|
| | S.P. Initial Payment | 7,427.24 | 2-50-C
|
| | | |
|
| | Total for estimate 0001: | 9,154.77 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 3,936.19 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0002: | 3,936.19 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,494.35 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 8,885.15 | 3445
|
| | EPOXY COATED REINFORCING STEEL | |
|
0174 | 6210.12 | HP 250 mm X 62 kg STEEL PILING | |
|
| | S.P. Initial Payment | 4,565.85 | 2064-C
|
| | | |
|
0175 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | |
|
| | S.P. Adjustment | -6,715.11 | 2-50-C
|
| | | |
|
| | S.P. Initial Payment | 2,678.68 | 2064-C
|
| | | |
|
| | Total for estimate 0003: | 6,920.22 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -140.48 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
0175 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | |
|
| | S.P. Adjustment | -712.13 | 2-50-C
|
| | | |
|
| | S.P. Adjustment | -1,455.79 | 2064-C
|
| | | |
|
| | Total for estimate 0004: | -2,308.40 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -408.92 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0005: | -408.92 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 4003.00 | CAST IRON COVER, FRAME, AND FLANGE | |
|
| | S.P. Initial Payment | 1,706.92 | 119789
|
| | CAST IRON COVER, FRAME & FLANGE | |
|
| | S.P. Adjustment | -568.97 | 119789
|
| | CAST IRON COVER, FRAME & FLANGE | |
|
0164 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 7,357.32 | E23642
|
| | EXPANSION BEARING, TFE TYPE | |
|
0165 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 3,179.60 | E23642
|
| | FIXED BEARING | |
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -827.64 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0006: | 10,847.23 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0165 | 6005.83 | FIXED BEARING | |
|
| | S.P. Adjustment | -391.08 | E23221
|
| | ANCHOR BOLTS | |
|
| | S.P. Adjustment | -317.96 | E23642
|
| | FIXED BEARING | |
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -64.80 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -141.57 | 3445
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0007: | -915.41 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0172 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -813.48 | 3445
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0008: | -813.48 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0197 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 3,812.59 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -502.03 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0002: | 3,310.56 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0197 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -603.25 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 1,447.83 | 3445
|
| | EPOXY COATED REINFORCING STEEL | |
|
0200 | 6251.50 | DRILLED SHAFT | |
|
| | S.P. Initial Payment | 2,015.20 | 3431
|
| | | |
|
| | Total for estimate 0003: | 2,859.78 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0197 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -555.99 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
0200 | 6251.50 | DRILLED SHAFT | |
|
| | S.P. Adjustment | -2,015.20 | 3431
|
| | | |
|
| | Total for estimate 0004: | -2,571.19 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0197 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -730.72 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0005: | -730.72 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0190 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 6,125.12 | E23645
|
| | EXPANSION BEARING, TFE TYPE | |
|
0191 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 2,865.90 | E23645
|
| | FIXED BEARING | |
|
| | Total for estimate 0006: | 8,991.02 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0194 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 73,152.50 | 9401040402
|
| | PRECAST/PRESTRESSED CONC. SUPERSTR | |
|
0197 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Closure | -1,420.60 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 1,420.60 | 3412
|
| | EPOXY COATED REINFORCING STEEL | |
|
| | Total for estimate 0008: | 73,152.50 |
|
| | Total remaining for contract: | 365,434.84 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 6B BRIDGE AT STA. 105+08.526 | | |
|
0205 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0206 0030.60 | 45,000.00 | 1.000 | 45,000.00
|
MOBILIZATION | LS | 1.000 | 45,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0207 3050.15 | 190.20 | 396.600 | 75,433.32
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 396.600 | 75,433.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0208 3051.10 | 1.00 | 23,480.000 | 23,480.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 23,480.000 | 23,480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0209 6000.10 | 4,643.60 | 1.000 | 4,643.60
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,643.60
|
| | 0.150 | 696.54
|
| | 0.000 | 0.00
|
| | |
|
0210 6000.11 | 3,210.40 | 1.000 | 3,210.40
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,210.40
|
| | 0.150 | 481.56
|
| | 0.150 | 481.56
|
| | |
|
0211 6000.20 | 6,875.70 | 1.000 | 6,875.70
|
PIER NO.1 EXCAVATION | LS | 1.000 | 6,875.70
|
| | 0.400 | 2,750.28
|
| | 0.400 | 2,750.28
|
| | |
|
0212 6005.35 | 102.00 | 78.800 | 8,037.60
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 78.800 | 8,037.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0213 6005.78 | 478.60 | 26.000 | 12,443.60
|
EXPANSION BEARING, TFE TYPE | EACH | 26.000 | 12,443.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0214 6005.83 | 864.60 | 13.000 | 11,239.80
|
FIXED BEARING | EACH | 13.000 | 11,239.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0215 6010.22 | 357.80 | 392.500 | 140,436.50
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 392.500 | 140,436.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0216 6010.26 | 327.00 | 1,387.400 | 453,679.80
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 1,387.400 | 453,679.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0217 6030.00 | 34,337.80 | 1.000 | 34,337.80
|
PREPARATION OF BRIDGE | EACH | 1.000 | 34,337.80
|
AT STA. 105+08.526 | | 0.400 | 13,735.12
|
| | 0.000 | 0.00
|
| | |
|
0218 6071.11 | 692,292.10 | 1.000 | 692,292.10
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 692,292.10
|
AT STA. 105+08.526 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0219 6107.00 | 55.10 | 735.000 | 40,498.50
|
CONCRETE SLOPE PROTECTION | m2 | 735.000 | 40,498.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0220 6131.50 | 1.10 | 114,110.000 | 125,521.00
|
EPOXY COATED REINFORCING STEEL | kg | 114,110.000 | 125,521.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0221 6139.50 | 27.00 | 235.000 | 6,345.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 235.000 | 6,345.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0222 6210.12 | 53.00 | 1,167.600 | 61,882.80
|
HP 250 mm X 62 kg STEEL PILING | m | 1,167.600 | 61,882.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0223 6210.14 | 68.00 | 513.100 | 34,890.80
|
HP 310 mm X 79 kg STEEL PILING | m | 513.100 | 34,890.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0224 6510.55 | 10,996.90 | 1.000 | 10,996.90
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 10,996.90
|
| | 0.500 | 5,498.45
|
| | 0.500 | 5,498.45
|
| | |
|
0225 6601.15 | 22.00 | 207.200 | 4,558.40
|
38 mm CONDUIT IN BRIDGE | m | 207.200 | 4,558.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0226 7110.02 | 169.60 | 8.700 | 1,475.52
|
0.9 METER CHAIN-LINK FENCE | m | 8.700 | 1,475.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0227 8091.00 | 46.20 | 586.000 | 27,073.20
|
GRANULAR BACKFILL | m3 | 586.000 | 27,073.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 105+08.526 | | Contracted | 1,825,152.34
|
| | Current | 1,825,152.34
|
| | In place | 23,161.95
|
| | This Estimate | 8,730.29
|
| | |
|
GROUP 6C BRIDGE AT STA. 111+66.25 | | |
|
0228 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0229 0030.60 | 40,000.00 | 1.000 | 40,000.00
|
MOBILIZATION | LS | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0230 3050.15 | 190.20 | 415.000 | 78,933.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 415.000 | 78,933.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0231 3051.10 | 1.00 | 25,040.000 | 25,040.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 25,040.000 | 25,040.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0232 6000.10 | 2,067.80 | 1.000 | 2,067.80
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,067.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0233 6000.11 | 2,103.40 | 1.000 | 2,103.40
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,103.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0234 6000.20 | 2,128.30 | 1.000 | 2,128.30
|
PIER NO.1 EXCAVATION | LS | 1.000 | 2,128.30
|
| | 0.300 | 638.49
|
| | 0.300 | 638.49
|
| | |
|
0235 6000.21 | 2,128.30 | 1.000 | 2,128.30
|
PIER NO.2 EXCAVATION | LS | 1.000 | 2,128.30
|
| | 0.300 | 638.49
|
| | 0.300 | 638.49
|
| | |
|
0236 6000.22 | 2,128.30 | 1.000 | 2,128.30
|
PIER NO.3 EXCAVATION | LS | 1.000 | 2,128.30
|
| | 0.300 | 638.49
|
| | 0.300 | 638.49
|
| | |
|
0237 6005.35 | 112.30 | 82.400 | 9,253.52
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 82.400 | 9,253.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0238 6005.78 | 432.40 | 64.000 | 27,673.60
|
EXPANSION BEARING, TFE TYPE | EACH | 64.000 | 27,673.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0239 6005.83 | 519.50 | 16.000 | 8,312.00
|
FIXED BEARING | EACH | 16.000 | 8,312.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0240 6010.22 | 441.60 | 272.300 | 120,247.68
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 272.300 | 120,247.68
|
| | 19.400 | 8,567.04
|
| | 19.400 | 8,567.04
|
| | |
|
0241 6010.26 | 411.80 | 543.700 | 223,895.66
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 543.700 | 223,895.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0242 6030.00 | 70,504.60 | 1.000 | 70,504.60
|
PREPARATION OF BRIDGE | EACH | 1.000 | 70,504.60
|
AT STA. 111+66.25 | | 0.200 | 14,100.92
|
| | 0.000 | 0.00
|
| | |
|
0243 6071.12 | 270,703.20 | 1.000 | 270,703.20
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 270,703.20
|
AT STA. 111+66.25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0244 6107.00 | 55.60 | 1,178.000 | 65,496.80
|
CONCRETE SLOPE PROTECTION | m2 | 1,178.000 | 65,496.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0245 6131.50 | 1.00 | 87,610.000 | 87,610.00
|
EPOXY COATED REINFORCING STEEL | kg | 87,610.000 | 87,610.00
|
| | 3,286.820 | 3,286.82
|
| | 3,286.820 | 3,286.82
|
| | |
|
0246 6139.50 | 24.20 | 118.000 | 2,855.60
|
SUBSURFACE DRAINAGE MATTING | m2 | 118.000 | 2,855.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0247 6210.12 | 49.70 | 870.300 | 43,253.91
|
HP 250 mm X 62 kg STEEL PILING | m | 870.300 | 43,253.91
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0248 6210.14 | 65.00 | 38.100 | 2,476.50
|
HP 310 mm X 79 kg STEEL PILING | m | 38.100 | 2,476.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0249 6510.55 | 17,896.30 | 1.000 | 17,896.30
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 17,896.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0250 6601.15 | 24.00 | 176.200 | 4,228.80
|
38 mm CONDUIT IN BRIDGE | m | 176.200 | 4,228.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0251 8091.00 | 46.20 | 240.000 | 11,088.00
|
GRANULAR BACKFILL | m3 | 240.000 | 11,088.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 111+66.25 | | Contracted | 1,120,825.27
|
| | Current | 1,120,825.27
|
| | In place | 27,870.25
|
| | This Estimate | 13,769.33
|
| | |
|
GROUP 1 GRADING | | |
|
0001 0030.10 | 90,386.80319 | 1.000 | 90,386.80
|
MOBILIZATION | LS | 1.000 | 90,386.80
|
| | 1.000 | 90,386.80
|
| | 0.000 | 0.00
|
| | |
|
0002 1000.00 | 150.00 | 6.000 | 900.00
|
LARGE TREE REMOVAL | EACH | 6.000 | 900.00
|
| | 33.000 | 4,950.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 12,000.00 | 1.000 | 12,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 12,000.00
|
FOR PROJECT EACIM-680-9(796) | | 0.500 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1010.01 | 3.95 | 245,686.000 | 970,459.70
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 245,686.000 | 970,459.70
|
| | 99,300.000 | 392,235.00
|
| | 6,450.000 | 25,477.50
|
| | |
|
0006 1011.00 | 2.60 | 3,848.000 | 10,004.80
|
WATER | kL | 3,848.000 | 10,004.80
|
| | 105.980 | 275.55
|
| | 0.000 | 0.00
|
| | |
|
0007 1021.10 | 10.00 | 216.000 | 2,160.00
|
REMOVE DELINEATOR UNITS | EACH | 216.000 | 2,160.00
|
| | 45.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1101.25 | 8.20 | 1,839.000 | 15,079.80
|
SAWING PAVEMENT | m | 1,839.000 | 15,079.80
|
| | 55.800 | 457.56
|
| | 0.000 | 0.00
|
| | |
|
0009 1102.00 | 5.50 | 29,316.000 | 161,238.00
|
REMOVE ASPHALT SURFACE | m2 | 29,316.000 | 161,238.00
|
| | 14,573.500 | 80,154.25
|
| | 0.000 | 0.00
|
| | |
|
0010 1107.00 | 3.50 | 108.000 | 378.00
|
REMOVE WALK | m2 | 108.000 | 378.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1109.00 | 21.30 | 420.200 | 8,950.26
|
REMOVE CURB | m | 420.200 | 8,950.26
|
| | 218.500 | 4,654.05
|
| | 0.000 | 0.00
|
| | |
|
0012 1109.20 | 277.60 | 24.000 | 6,662.40
|
REMOVE CONCRETE BARRIER | m | 24.000 | 6,662.40
|
| | 24.000 | 6,662.40
|
| | 0.000 | 0.00
|
| | |
|
0013 1111.00 | 7.00 | 1,396.000 | 9,772.00
|
REMOVE FENCE | m | 1,396.000 | 9,772.00
|
| | 1,145.200 | 8,016.40
|
| | 123.000 | 861.00
|
| | |
|
0014 1114.10 | 102.00 | 42.600 | 4,345.20
|
REMOVE RETAINING WALL | m | 42.600 | 4,345.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1121.00 | 550.00 | 2.000 | 1,100.00
|
REMOVE CONCRETE FLUME | EACH | 2.000 | 1,100.00
|
| | 1.000 | 550.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1122.01 | 3.50 | 1,160.000 | 4,060.00
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 1,160.000 | 4,060.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1123.00 | 3.50 | 1,241.000 | 4,343.50
|
REMOVE CONCRETE DITCH LINER | m2 | 1,241.000 | 4,343.50
|
| | 2,704.590 | 9,466.07
|
| | 0.000 | 0.00
|
| | |
|
0018 3017.50 | 64.00 | 1,778.000 | 113,792.00
|
INTERLOCKING CONCRETE PAVER BLOCK | m2 | 1,778.000 | 113,792.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3017.55 | 18.00 | 1,041.000 | 18,738.00
|
SOIL GRID CONFINEMENT SYSTEM | m2 | 1,041.000 | 18,738.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 3275.20 | 6.40 | 42,606.000 | 272,678.40
|
CRUSH CONCRETE PAVEMENT | m2 | 42,606.000 | 272,678.40
|
| | 9,457.960 | 60,530.94
|
| | 0.000 | 0.00
|
| | |
|
0021 7017.00 | 11.40 | 489.600 | 5,581.44
|
REMOVE GUARDRAIL | m | 489.600 | 5,581.44
|
| | 1,296.100 | 14,775.54
|
| | 0.000 | 0.00
|
| | |
|
0022 L006.50 | 850.00 | 9.000 | 7,650.00
|
TEMPORARY SEEDING | ha | 9.000 | 7,650.00
|
| | 5.660 | 4,811.00
|
| | 0.000 | 0.00
|
| | |
|
0023 L020.00 | 1.30 | 113,942.000 | 148,124.60
|
EROSION CONTROL | m2 | 113,942.000 | 148,124.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 L020.01 | 5.00 | 8,843.000 | 44,215.00
|
EROSION CONTROL, TYPE A | m2 | 8,843.000 | 44,215.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 L020.08 | 5.15 | 8,841.000 | 45,531.15
|
EROSION CONTROL, TYPE AA | m2 | 8,841.000 | 45,531.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 L020.09 | 9.90 | 7,766.000 | 76,883.40
|
EROSION CONTROL, TYPE AAA | m2 | 7,766.000 | 76,883.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 L020.10 | 1.50 | 2,489.000 | 3,733.50
|
EROSION CONTROL, TYPE HV | m2 | 2,489.000 | 3,733.50
|
| | 2,783.220 | 4,174.84
|
| | 0.000 | 0.00
|
| | |
|
0028 L021.21 | 25.00 | 72.000 | 1,800.00
|
EROSION CHECKS, TYPE AA | BALE | 72.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 L022.11 | 7.50 | 1,990.000 | 14,925.00
|
FABRIC SILT FENCE-LOW POROSITY | m | 1,990.000 | 14,925.00
|
| | 1,211.000 | 9,082.52
|
| | 0.000 | 0.00
|
| | |
|
0030 L022.12 | 8.50 | 1,024.000 | 8,704.00
|
FABRIC SILT FENCE-HIGH POROSITY | m | 1,024.000 | 8,704.00
|
| | 12.900 | 109.65
|
| | 0.000 | 0.00
|
| | |
|
0031 L022.23 | 17.00 | 18.000 | 306.00
|
FABRIC SILT FENCE-WP-WW-LOW POROSITY | m | 18.000 | 306.00
|
| | 21.100 | 358.70
|
| | 0.000 | 0.00
|
| | |
|
0032 L022.24 | 18.00 | 68.000 | 1,224.00
|
FABRIC SILT FENCE-WP-WW-HIGH POROSITY | m | 68.000 | 1,224.00
|
| | 116.470 | 2,096.46
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 2,065,726.95
|
| | Current | 2,065,726.95
|
| | In place | 700,197.73
|
| | This Estimate | 26,338.50
|
| | |
|
GROUP 1A MSE WALLS | | |
|
0033 0030.10 | 25,000.00 | 1.000 | 25,000.00
|
MOBILIZATION | LS | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4095.00 | 121.10 | 410.000 | 49,651.00
|
CONCRETE FACE PANELS | m2 | 410.000 | 49,651.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4095.10 | 40.60 | 71.800 | 2,915.08
|
CONCRETE LEVELING PADS | m | 71.800 | 2,915.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4095.20 | 91.30 | 72.800 | 6,646.64
|
COPING | m | 72.800 | 6,646.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4350.24 | 34.80 | 190.500 | 6,629.40
|
600 mm CORRUGATED METAL PIPE | m | 190.500 | 6,629.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 8024.75 | 14.90 | 3,161.000 | 47,098.90
|
SELECT GRANULAR BACKFILL FOR MSE WALL | m3 | 3,161.000 | 47,098.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4006 3900.25 | 29.98 | 0.000 | 0.00
|
ADDITIONAL COST | m2 | 410.000 | 12,291.80
|
ADDITIONAL COST FOR MSE WALL PANELS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALLS | | Contracted | 137,941.02
|
| | Current | 150,232.82
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0039 0002.61 | 26.00 | 150.000 | 3,900.00
|
PLOWABLE PAVEMENT MARKER | EACH | 150.000 | 3,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 0030.30 | 78,006.05192 | 1.000 | 78,006.05
|
MOBILIZATION | LS | 1.000 | 78,006.05
|
| | 1.000 | 78,006.05
|
| | 0.500 | 39,003.02
|
| | |
|
0041 1020.02 | 16.00 | 288.000 | 4,608.00
|
DELINEATOR, TYPE II | EACH | 288.000 | 4,608.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 3008.05 | 4.20 | 271.000 | 1,138.20
|
TIE BARS | EACH | 271.000 | 1,138.20
|
| | 56.000 | 235.20
|
| | 0.000 | 0.00
|
| | |
|
0043 3010.00 | 45.50 | 258.000 | 11,739.00
|
CONCRETE CLASS 47B-20 CURB | m | 258.000 | 11,739.00
|
SPECIAL | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 3011.22 | 13.80 | 2,351.200 | 32,446.56
|
CONCRETE CLASS 47B-20 CURB TYPE II | m | 2,351.200 | 32,446.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 3013.13 | 142.10 | 317.500 | 45,116.75
|
CONCRETE CLASS 47BD-30 BARRIER CURB | m | 317.500 | 45,116.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 3013.25 | 863.20 | 2.000 | 1,726.40
|
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION | EACH | 2.000 | 1,726.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 3013.30 | 4,021.20 | 1.000 | 4,021.20
|
CONCRETE CLASS 47BD-30 BARRIER TRANSITION SECTION | EACH | 1.000 | 4,021.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 3016.21 | 21.10 | 144.000 | 3,038.40
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 144.000 | 3,038.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 3017.38 | 72.00 | 49.000 | 3,528.00
|
200 mm REINFORCED CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 49.000 | 3,528.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 3017.40 | 19.50 | 1,202.000 | 23,439.00
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 1,202.000 | 23,439.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 3017.46 | 54.10 | 620.000 | 33,542.00
|
150 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING | m2 | 620.000 | 33,542.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 3017.48 | 42.10 | 4,660.000 | 196,186.00
|
150 mm REINFORCED CONCRETE CLASS 47B-20 IMPRINTED MEDIANSURFACING | m2 | 4,660.000 | 196,186.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 3025.00 | 149.20 | 98.500 | 14,696.20
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | m | 98.500 | 14,696.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 3025.04 | 231.00 | 11.500 | 2,656.50
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | m | 11.500 | 2,656.50
|
DOWELED | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 3025.05 | 242.50 | 35.000 | 8,487.50
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | m | 35.000 | 8,487.50
|
SPECIAL | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 3027.00 | 1,980.80 | 2.000 | 3,961.60
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION | EACH | 2.000 | 3,961.60
|
| | 2.000 | 3,961.60
|
| | 0.000 | 0.00
|
| | |
|
0057 3027.03 | 1,418.60 | 1.000 | 1,418.60
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION | EACH | 1.000 | 1,418.60
|
TYPE A | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 3027.04 | 1,304.30 | 1.000 | 1,304.30
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION | EACH | 1.000 | 1,304.30
|
TYPE B | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 3027.05 | 879.90 | 1.000 | 879.90
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION | EACH | 1.000 | 879.90
|
TYPE C | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 3075.52 | 29.20 | 10,073.000 | 294,131.60
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 10,073.000 | 294,131.60
|
| | 20.900 | 610.28
|
| | 0.000 | 0.00
|
| | |
|
0061 3075.56 | 31.10 | 35,331.000 | 1,098,794.10
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 35,331.000 | 1,098,794.10
|
| | 4,775.700 | 148,524.27
|
| | 4,775.700 | 148,524.27
|
| | |
|
0062 3075.72 | 33.00 | 12,644.000 | 417,252.00
|
305 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 12,644.000 | 417,252.00
|
| | 1,776.800 | 58,634.40
|
| | 1,776.800 | 58,634.40
|
| | |
|
0063 3075.76 | 34.90 | 33,171.000 | 1,157,667.90
|
305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 33,171.000 | 1,157,667.90
|
| | 6,603.800 | 230,472.62
|
| | 4,492.500 | 156,788.25
|
| | |
|
0064 3089.25 | 33.00 | 19,318.000 | 637,494.00
|
TEMPORARY SURFACING | m2 | 19,318.000 | 637,494.00
|
250 mm | | 11,330.280 | 373,899.24
|
| | 263.900 | 8,708.70
|
| | |
|
0065 3300.65 | 60.30 | 46.000 | 2,773.80
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 46.000 | 2,773.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4004.50 | 2.20 | 293.000 | 644.60
|
CAST IRON GRATE AND FRAME | kg | 293.000 | 644.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 4005.00 | 2.20 | 156.000 | 343.20
|
CAST IRON RING AND COVER | kg | 156.000 | 343.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4014.70 | 473.30 | 1.000 | 473.30
|
ADJUSTING INLET TO GRADE | EACH | 1.000 | 473.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4015.00 | 397.20 | 1.000 | 397.20
|
ADJUST MANHOLE TO GRADE | EACH | 1.000 | 397.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4024.55 | 572.00 | 0.600 | 343.20
|
FLUME SPILLWAY | m | 0.600 | 343.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4024.60 | 1,925.10 | 1.000 | 1,925.10
|
CONCRETE FLUME | EACH | 1.000 | 1,925.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4763.26 | 105.20 | 38.000 | 3,997.60
|
UNDERDRAIN HEADWALL | EACH | 38.000 | 3,997.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4764.34 | 12.60 | 234.500 | 2,954.70
|
100 mm NONPERFORATED PIPE UNDERDRAIN | m | 234.500 | 2,954.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4764.35 | 11.70 | 6,092.000 | 71,276.40
|
100 mm PERFORATED PIPE UNDERDRAIN | m | 6,092.000 | 71,276.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 7502.14 | 9.50 | 10,000.000 | 95,000.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 10,000.000 | 95,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 7503.04 | 9.50 | 5,000.000 | 47,500.00
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 5,000.000 | 47,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 7508.04 | 26.50 | 4,000.000 | 106,000.00
|
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 4,000.000 | 106,000.00
|
| | 7.300 | 193.45
|
| | 0.000 | 0.00
|
| | |
|
0078 8032.04 | 2.20 | 91,160.000 | 200,552.00
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 91,160.000 | 200,552.00
|
| | 13,156.300 | 28,943.86
|
| | 11,045.000 | 24,299.00
|
| | |
|
0079 9005.00 | 90.00 | 100.000 | 9,000.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 9,000.00
|
SP4(12.5) | | 420.500 | 37,845.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9111.00 | 4.40 | 1,586.000 | 6,978.40
|
WATER | kL | 1,586.000 | 6,978.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9170.00 | 420.00 | 105.122 | 44,151.24
|
EARTH SHOULDER CONSTRUCTION | StaM | 105.122 | 44,151.24
|
| | 8.000 | 3,360.00
|
| | 8.000 | 3,360.00
|
| | |
|
0083 9173.20 | 1.20 | 91,160.000 | 109,392.00
|
SUBGRADE PREPARATION | m2 | 91,160.000 | 109,392.00
|
| | 13,156.300 | 15,787.56
|
| | 11,045.000 | 13,254.00
|
| | |
|
0084 9185.77 | 3,202.10 | 2.050 | 6,564.30
|
RUMBLE STRIPS, CONCRETE | StaM | 2.050 | 6,564.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 9188.50 | 34.00 | 595.000 | 20,230.00
|
SURFACING UNDER GUARDRAIL | m2 | 595.000 | 20,230.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 9030.00 | 14.70 | 0.000 | 0.00
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 529.100 | 7,777.77
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | 529.100 | 7,777.77
|
| | 529.100 | 7,777.77
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 4,811,676.81
|
| | Current | 4,819,454.58
|
| | In place | 988,251.30
|
| | This Estimate | 460,349.41
|
| | |
|
GROUP 4 CULVERT | | |
|
0087 0030.40 | 36,092.64854 | 1.000 | 36,092.65
|
MOBILIZATION | LS | 1.000 | 36,092.65
|
| | 1.000 | 36,092.65
|
| | 0.000 | 0.00
|
| | |
|
0088 1117.00 | 317.20 | 2.000 | 634.40
|
REMOVE MANHOLE | EACH | 2.000 | 634.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 1119.00 | 359.40 | 13.000 | 4,672.20
|
REMOVE INLET | EACH | 13.000 | 4,672.20
|
| | 4.000 | 1,437.60
|
| | 0.000 | 0.00
|
| | |
|
0090 1136.09 | 50.00 | 30.000 | 1,500.00
|
REMOVE | m | 30.000 | 1,500.00
|
SLOTTED PIPE | | 30.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0091 1500.18 | 60.10 | 52.700 | 3,167.27
|
INSTALL 450 mm CORRUGATED METAL PIPE | m | 52.700 | 3,167.27
|
| | 113.140 | 6,799.71
|
| | 24.700 | 1,484.47
|
| | |
|
0092 4002.00 | 1.70 | 341.000 | 579.70
|
CAST IRON COVER AND FRAME | kg | 341.000 | 579.70
|
| | 227.000 | 385.90
|
| | 0.000 | 0.00
|
| | |
|
0094 4004.50 | 2.60 | 25,819.000 | 67,129.40
|
CAST IRON GRATE AND FRAME | kg | 25,819.000 | 67,129.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 4005.00 | 2.20 | 1,716.000 | 3,775.20
|
CAST IRON RING AND COVER | kg | 1,716.000 | 3,775.20
|
| | 624.000 | 1,372.80
|
| | 0.000 | 0.00
|
| | |
|
0098 4016.00 | 1,559.20 | 1.000 | 1,559.20
|
MANHOLE | EACH | 1.000 | 1,559.20
|
AT STA. 102+20 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 4016.01 | 1,854.70 | 1.000 | 1,854.70
|
MANHOLE | EACH | 1.000 | 1,854.70
|
AT STA. 110+36.03 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 4016.02 | 2,589.00 | 1.000 | 2,589.00
|
MANHOLE | EACH | 1.000 | 2,589.00
|
AT STA. 110+61.29 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 4016.03 | 3,086.50 | 1.000 | 3,086.50
|
MANHOLE | EACH | 1.000 | 3,086.50
|
AT STA. 110+61.32 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0102 4016.04 | 1,851.30 | 1.000 | 1,851.30
|
MANHOLE | EACH | 1.000 | 1,851.30
|
AT STA. 112+70 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0103 4016.05 | 1,836.20 | 1.000 | 1,836.20
|
MANHOLE | EACH | 1.000 | 1,836.20
|
AT STA. 314+06.9 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0104 4016.06 | 3,038.20 | 1.000 | 3,038.20
|
MANHOLE | EACH | 1.000 | 3,038.20
|
AT STA. 314+64.5 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0105 4016.07 | 2,364.20 | 1.000 | 2,364.20
|
MANHOLE | EACH | 1.000 | 2,364.20
|
AT STA. 407+20 RT. | | 1.000 | 2,364.20
|
| | 0.000 | 0.00
|
| | |
|
0106 4016.08 | 2,559.40 | 1.000 | 2,559.40
|
MANHOLE | EACH | 1.000 | 2,559.40
|
AT STA. 407+90 RT. | | 1.000 | 2,559.40
|
| | 0.000 | 0.00
|
| | |
|
0107 4016.09 | 2,262.20 | 1.000 | 2,262.20
|
MANHOLE | EACH | 1.000 | 2,262.20
|
AT STA. 408+60 RT. | | 1.000 | 2,262.20
|
| | 0.000 | 0.00
|
| | |
|
0108 4016.10 | 4,335.10 | 1.000 | 4,335.10
|
MANHOLE | EACH | 1.000 | 4,335.10
|
AT STA. 409+41.27 RT. | | 1.000 | 4,335.10
|
| | 0.000 | 0.00
|
| | |
|
0109 4016.11 | 2,662.50 | 1.000 | 2,662.50
|
MANHOLE | EACH | 1.000 | 2,662.50
|
AT STA. 504+00 LT. | | 1.000 | 2,662.50
|
| | 0.000 | 0.00
|
| | |
|
0113 4018.00 | 594.80 | 4.000 | 2,379.20
|
TAPPING EXISTING STRUCTURE | EACH | 4.000 | 2,379.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0115 4020.25 | 33.10 | 2,223.000 | 73,581.30
|
CONCRETE DITCH LINING | m2 | 2,223.000 | 73,581.30
|
200 mm | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0116 4035.00 | 252.60 | 7.000 | 1,768.20
|
REMOVE FLARED-END SECTION | EACH | 7.000 | 1,768.20
|
| | 2.000 | 505.20
|
| | 1.000 | 252.60
|
| | |
|
0117 4040.00 | 290.70 | 12.000 | 3,488.40
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 12.000 | 3,488.40
|
| | 8.000 | 2,325.60
|
| | 0.000 | 0.00
|
| | |
|
0118 4043.50 | 31.30 | 686.800 | 21,496.84
|
REMOVE SEWER PIPE | m | 686.800 | 21,496.84
|
| | 311.990 | 9,765.29
|
| | 3.000 | 93.90
|
| | |
|
0120 4050.01 | 7.60 | 921.000 | 6,999.60
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 921.000 | 6,999.60
|
| | 292.600 | 2,223.76
|
| | 3.000 | 22.80
|
| | |
|
0121 4105.59 | 423.40 | 128.860 | 54,559.32
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 128.860 | 54,559.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0122 4107.07 | 841.20 | 7.760 | 6,527.71
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 7.760 | 6,527.71
|
| | 2.660 | 2,237.59
|
| | 0.420 | 353.30
|
| | |
|
0123 4130.06 | 1,071.60 | 0.550 | 589.38
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.550 | 589.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 4155.50 | 2.10 | 4,871.500 | 10,230.15
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 4,871.500 | 10,230.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 4157.00 | 3.60 | 318.000 | 1,144.80
|
REINFORCING STEEL FOR COLLARS | kg | 318.000 | 1,144.80
|
| | 110.000 | 396.00
|
| | 20.000 | 72.00
|
| | |
|
0126 4310.18 | 427.40 | 20.000 | 8,548.00
|
450 mm FLARED-END SECTION | EACH | 20.000 | 8,548.00
|
| | 10.000 | 4,274.00
|
| | 1.000 | 427.40
|
| | |
|
0127 4310.24 | 456.80 | 2.000 | 913.60
|
600 mm FLARED-END SECTION | EACH | 2.000 | 913.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0128 4310.30 | 499.80 | 6.000 | 2,998.80
|
750 mm FLARED-END SECTION | EACH | 6.000 | 2,998.80
|
| | 1.000 | 499.80
|
| | 0.000 | 0.00
|
| | |
|
0129 4310.36 | 614.50 | 8.000 | 4,916.00
|
900 mm FLARED-END SECTION | EACH | 8.000 | 4,916.00
|
| | 4.000 | 2,458.00
|
| | 0.000 | 0.00
|
| | |
|
0130 4310.42 | 783.40 | 2.000 | 1,566.80
|
1050 mm FLARED-END SECTION | EACH | 2.000 | 1,566.80
|
| | 1.000 | 783.40
|
| | 0.000 | 0.00
|
| | |
|
0131 4310.48 | 1,054.70 | 1.000 | 1,054.70
|
1200 mm FLARED-END SECTION | EACH | 1.000 | 1,054.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 4670.05 | 254.40 | 17.200 | 4,375.68
|
CULVERT SANDFILL | m3 | 17.200 | 4,375.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0133 4875.18 | 461.40 | 18.000 | 8,305.20
|
JACKING 450 mm STORM SEWER PIPE, TYPE 1 CLASS IV | m | 18.000 | 8,305.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0134 4900.24 | 1,266.60 | 9.000 | 11,399.40
|
AREA INLET SEDIMENT FILTER | EACH | 9.000 | 11,399.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0135 P120.42 | 239.60 | 25.200 | 6,037.92
|
1050 mm CULVERT PIPE TYPE 2 | m | 25.200 | 6,037.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0136 P400.30 | 185.40 | 38.000 | 7,045.20
|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 38.000 | 7,045.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 P400.36 | 220.80 | 72.900 | 16,096.32
|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 72.900 | 16,096.32
|
| | 60.430 | 13,342.94
|
| | 0.000 | 0.00
|
| | |
|
0138 P700.18 | 79.90 | 1,752.000 | 139,984.80
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 1,752.000 | 139,984.80
|
| | 372.820 | 29,788.32
|
| | 0.000 | 0.00
|
| | |
|
0139 P700.24 | 95.80 | 104.200 | 9,982.36
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 104.200 | 9,982.36
|
| | 104.200 | 9,982.36
|
| | 0.000 | 0.00
|
| | |
|
0140 P700.30 | 135.60 | 342.700 | 46,470.12
|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 342.700 | 46,470.12
|
| | 241.600 | 32,760.96
|
| | 0.000 | 0.00
|
| | |
|
0141 P700.36 | 186.10 | 15.500 | 2,884.55
|
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 15.500 | 2,884.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 P702.18 | 100.40 | 86.700 | 8,704.68
|
450 mm STORM SEWER PIPE, TYPE 1 | m | 86.700 | 8,704.68
|
| | 47.100 | 4,728.84
|
| | 37.700 | 3,785.08
|
| | |
|
0143 P702.24 | 127.30 | 8.000 | 1,018.40
|
600 mm STORM SEWER PIPE, TYPE 1 | m | 8.000 | 1,018.40
|
| | 3.320 | 422.64
|
| | 0.000 | 0.00
|
| | |
|
0144 P702.30 | 102.30 | 152.000 | 15,549.60
|
750 mm STORM SEWER PIPE, TYPE 1 | m | 152.000 | 15,549.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 P702.42 | 127.30 | 6.500 | 827.45
|
1050 mm STORM SEWER PIPE, TYPE 1 | m | 6.500 | 827.45
|
| | 6.500 | 827.45
|
| | 0.000 | 0.00
|
| | |
|
0146 P702.48 | 287.80 | 119.100 | 34,276.98
|
1200 mm STORM SEWER PIPE, TYPE 1 | m | 119.100 | 34,276.98
|
| | 119.100 | 34,276.98
|
| | 0.000 | 0.00
|
| | |
|
0147 P705.18 | 123.70 | 18.000 | 2,226.60
|
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV | m | 18.000 | 2,226.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 P707.24 | 77.70 | 10.500 | 815.85
|
600 mm STORM SEWER PIPE, TYPE 3,4 OR 5 | m | 10.500 | 815.85
|
| | 10.500 | 815.85
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERT | | Contracted | 666,313.23
|
| | Current | 666,313.23
|
| | In place | 214,187.04
|
| | This Estimate | 6,491.55
|
| | |
|
GROUP 5 SEEDING | | |
|
0149 0030.50 | 479.72973 | 1.000 | 479.73
|
MOBILIZATION | LS | 1.000 | 479.73
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 L001.01 | 1,400.00 | 6.700 | 9,380.00
|
SEEDING, TYPE A | ha | 6.700 | 9,380.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0151 L001.02 | 1,300.00 | 2.300 | 2,990.00
|
SEEDING, TYPE B | ha | 2.300 | 2,990.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0152 L020.07 | 4.00 | 6,736.000 | 26,944.00
|
EROSION CONTROL, TYPE B-1 | m2 | 6,736.000 | 26,944.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0153 L032.75 | 70.00 | 45.000 | 3,150.00
|
MULCH | Mg | 45.000 | 3,150.00
|
| | 28.300 | 1,981.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 42,943.73
|
| | Current | 42,943.73
|
| | In place | 1,981.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0252 0030.70 | 2,100.00 | 1.000 | 2,100.00
|
MOBILIZATION | LS | 1.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0253 7011.20 | 42.00 | 299.090 | 12,561.78
|
W-BEAM GUARDRAIL | m | 299.090 | 12,561.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0254 7019.50 | 13,500.00 | 1.000 | 13,500.00
|
IMPACT ATTENUATOR | EACH | 1.000 | 13,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0255 7020.00 | 2,600.00 | 10.000 | 26,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 10.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0256 7024.25 | 1,800.00 | 10.000 | 18,000.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 10.000 | 18,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 72,161.78
|
| | Current | 72,161.78
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7B FENCING | | |
|
0257 0030.71 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0258 7110.05 | 20.00 | 1,766.000 | 35,320.00
|
1.5 METER CHAIN-LINK FENCE | m | 1,766.000 | 35,320.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0259 7115.05 | 80.00 | 2.000 | 160.00
|
END POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 2.000 | 160.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0260 7116.05 | 90.00 | 27.000 | 2,430.00
|
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 27.000 | 2,430.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0261 7117.05 | 90.00 | 6.000 | 540.00
|
PULL POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 6.000 | 540.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7B FENCING | | Contracted | 38,950.00
|
| | Current | 38,950.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0262 0003.75 | 20,000.00 | 1.000 | 20,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 20,000.00
|
AT WEST DODGE ROAD & SOUTH BRIDGE ROAD | | 0.950 | 19,000.00
|
| | 0.000 | 0.00
|
| | |
|
0263 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
|
| | |
|
0264 A001.05 | 850.00 | 10.000 | 8,500.00
|
PULL BOX, TYPE PB-2 | EACH | 10.000 | 8,500.00
|
| | 1.000 | 850.00
|
| | 0.000 | 0.00
|
| | |
|
0265 A001.12 | 480.00 | 13.000 | 6,240.00
|
PULL BOX, TYPE PB-5 | EACH | 13.000 | 6,240.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0266 A001.16 | 520.00 | 30.000 | 15,600.00
|
PULL BOX, TYPE PB-6 | EACH | 30.000 | 15,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0267 A002.00 | 9,000.00 | 1.000 | 9,000.00
|
TRAFFIC DETECTOR | EACH | 1.000 | 9,000.00
|
AT STA. 134+20 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0268 A002.01 | 9,000.00 | 1.000 | 9,000.00
|
TRAFFIC DETECTOR | EACH | 1.000 | 9,000.00
|
AT STA. 134+20 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0269 A009.52 | 2,000.00 | 11.000 | 22,000.00
|
STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20 | EACH | 11.000 | 22,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0270 A010.20 | 800.00 | 58.000 | 46,400.00
|
LUMINAIRE, TYPE HML-A-1KW | EACH | 58.000 | 46,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0271 A010.26 | 800.00 | 30.000 | 24,000.00
|
LUMINAIRE, TYPE HML-V-1KW | EACH | 30.000 | 24,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0272 A010.60 | 520.00 | 32.000 | 16,640.00
|
UNDERDECK LUMINAIRE, TYPE UD-100 | EACH | 32.000 | 16,640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0273 A010.64 | 800.00 | 5.000 | 4,000.00
|
LUMINAIRE, TYPE WL-100 | EACH | 5.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0274 A018.81 | 2,600.00 | 10.000 | 26,000.00
|
FOUNDATION DESIGN | EACH | 10.000 | 26,000.00
|
| | 10.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
0275 A018.82 | 230.00 | 115.000 | 26,450.00
|
CONCRETE FOR FOUNDATION | m3 | 115.000 | 26,450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0276 A018.83 | 3.00 | 5,502.000 | 16,506.00
|
REINFORCING STEEL | kg | 5,502.000 | 16,506.00
|
| | 5,144.700 | 15,434.10
|
| | 0.000 | 0.00
|
| | |
|
0277 A018.86 | 1,600.00 | 10.000 | 16,000.00
|
ANCHOR BOLT CAGE | EACH | 10.000 | 16,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0278 A020.36 | 5,500.00 | 3.000 | 16,500.00
|
LIGHTING CONTROL CENTER, TYPE R-2 | EACH | 3.000 | 16,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0279 A030.90 | 400.00 | 4.000 | 1,600.00
|
TELEPHONE DROP | EACH | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0280 A069.14 | 11.00 | 60.000 | 660.00
|
25 mm CONDUIT IN TRENCH | m | 60.000 | 660.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0281 A070.10 | 12.00 | 2,147.000 | 25,764.00
|
38 mm CONDUIT IN TRENCH | m | 2,147.000 | 25,764.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0282 A070.14 | 13.00 | 779.000 | 10,127.00
|
50 mm CONDUIT IN TRENCH | m | 779.000 | 10,127.00
|
| | 28.350 | 368.55
|
| | 28.350 | 368.55
|
| | |
|
0283 A070.18 | 17.00 | 1,018.000 | 17,306.00
|
75 mm CONDUIT IN TRENCH | m | 1,018.000 | 17,306.00
|
| | 182.900 | 3,109.30
|
| | 0.000 | 0.00
|
| | |
|
0284 A072.10 | 15.00 | 184.000 | 2,760.00
|
38 mm CONDUIT UNDER ROADWAY | m | 184.000 | 2,760.00
|
| | 12.000 | 180.00
|
| | 12.000 | 180.00
|
| | |
|
0285 A072.18 | 22.00 | 23.000 | 506.00
|
75 mm CONDUIT UNDER ROADWAY | m | 23.000 | 506.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0286 A074.18 | 50.00 | 68.000 | 3,400.00
|
75 mm CONDUIT, JACKED | m | 68.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0287 A079.50 | 2.50 | 562.000 | 1,405.00
|
GROUNDING CONDUCTOR | m | 562.000 | 1,405.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0288 A079.57 | 3.80 | 756.000 | 2,872.80
|
SERVICE CABLE | m | 756.000 | 2,872.80
|
NO. 2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0289 A079.58 | 3.20 | 906.000 | 2,899.20
|
SERVICE CABLE | m | 906.000 | 2,899.20
|
NO. 4 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0290 A079.59 | 2.50 | 552.000 | 1,380.00
|
SERVICE CABLE | m | 552.000 | 1,380.00
|
NO. 6 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0291 A080.04 | 5.50 | 1,776.000 | 9,768.00
|
STREET LIGHTING CABLE, NO. 1/0 USE | m | 1,776.000 | 9,768.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0292 A080.10 | 4.80 | 9,908.000 | 47,558.40
|
STREET LIGHTING CABLE, NO. 2 USE | m | 9,908.000 | 47,558.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0293 A080.22 | 2.20 | 3,507.000 | 7,715.40
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 3,507.000 | 7,715.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0294 A080.24 | 2.30 | 2,124.000 | 4,885.20
|
STREET LIGHTING CABLE, NO. 6 USE | m | 2,124.000 | 4,885.20
|
| | 237.800 | 546.94
|
| | 0.000 | 0.00
|
| | |
|
0295 A080.35 | 2.30 | 120.000 | 276.00
|
STREET LIGHTING CABLE, NO. 10 USE | m | 120.000 | 276.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0296 A080.38 | 2.00 | 60.000 | 120.00
|
STREET LIGHTING CABLE, NO. 10 BARE | m | 60.000 | 120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0297 A081.00 | 4.00 | 183.000 | 732.00
|
6 PAIR COMMUNICATION CABLE | m | 183.000 | 732.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0298 A580.94 | 2,400.00 | 4.000 | 9,600.00
|
INSTALL | EACH | 4.000 | 9,600.00
|
DYNAMIC MESSAGE SIGN CONTROLLER | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0299 A580.95 | 3,400.00 | 4.000 | 13,600.00
|
INSTALL | EACH | 4.000 | 13,600.00
|
DYNAMIC MESSAGE SIGN | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0300 A580.96 | 3.10 | 375.000 | 1,162.50
|
INSTALL | m | 375.000 | 1,162.50
|
DYNAMIC MESSAGE SIGN COMMUNICATION CABLE | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0301 A600.00 | 350.00 | 2.000 | 700.00
|
REMOVE LIGHTING UNIT | EACH | 2.000 | 700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0302 A610.20 | 4,500.00 | 2.000 | 9,000.00
|
REMOVE LIGHTING SYSTEM | EACH | 2.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0303 A620.02 | 900.00 | 2.000 | 1,800.00
|
REMOVE LIGHTING CONTROL CENTER | EACH | 2.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0304 A620.10 | 500.00 | 2.000 | 1,000.00
|
REMOVE ELECTRICAL SERVICE | EACH | 2.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0305 A630.04 | 5,000.00 | 1.000 | 5,000.00
|
REMOVE HIGH MAST LIGHTING UNIT | EACH | 1.000 | 5,000.00
|
| | 0.500 | 2,500.00
|
| | 0.500 | 2,500.00
|
| | |
|
0306 A630.20 | 250.00 | 2.000 | 500.00
|
REMOVE PULL BOX | EACH | 2.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0307 A700.20 | 800.00 | 4.000 | 3,200.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 4.000 | 3,200.00
|
| | 3.600 | 2,880.00
|
| | 0.000 | 0.00
|
| | |
|
0308 A750.10 | 20,000.00 | 3.000 | 60,000.00
|
MODIFY HIGH MAST TOWER | EACH | 3.000 | 60,000.00
|
TYPE A | | 0.200 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0309 A750.11 | 19,000.00 | 6.000 | 114,000.00
|
MODIFY HIGH MAST TOWER | EACH | 6.000 | 114,000.00
|
TYPE B | | 0.400 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
0310 A750.12 | 18,000.00 | 1.000 | 18,000.00
|
MODIFY HIGH MAST TOWER | EACH | 1.000 | 18,000.00
|
TYPE C | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0311 A800.70 | 15.00 | 615.000 | 9,225.00
|
MAINTENANCE OF LIGHTING UNITS | DAY | 615.000 | 9,225.00
|
| | 118.000 | 1,770.00
|
| | 14.000 | 210.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 691,358.50
|
| | Current | 691,358.50
|
| | In place | 104,238.89
|
| | This Estimate | 3,258.55
|
| | |
|
GROUP 8C SIGNING | | |
|
0312 0030.82 | 10,000.00 | 1.000 | 10,000.00
|
MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 0.500 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0313 7312.00 | 70,000.00 | 1.000 | 70,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 70,000.00
|
1 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0314 7312.01 | 18,000.00 | 1.000 | 18,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 18,000.00
|
2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0315 7312.02 | 18,000.00 | 1.000 | 18,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 18,000.00
|
3 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0316 7312.03 | 37,000.00 | 1.000 | 37,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 37,000.00
|
4 | | 0.800 | 29,600.00
|
| | 0.000 | 0.00
|
| | |
|
0317 7312.04 | 45,000.00 | 1.000 | 45,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 45,000.00
|
5 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0318 7312.05 | 28,000.00 | 1.000 | 28,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 0.000 | 0.00
|
9 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0319 7312.06 | 43,000.00 | 1.000 | 43,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 43,000.00
|
10 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0320 7312.07 | 58,000.00 | 1.000 | 58,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 58,000.00
|
14 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0321 7312.08 | 75,000.00 | 1.000 | 75,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 75,000.00
|
16 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0322 7312.09 | 105,000.00 | 1.000 | 105,000.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 105,000.00
|
17 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0323 7320.05 | 1,100.00 | 2.000 | 2,200.00
|
INSTALL OVERHEAD SIGN | EACH | 2.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0324 7320.10 | 12,000.00 | 1.000 | 12,000.00
|
INSTALL OVERHEAD SIGN STRUCTURE | EACH | 1.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0325 7322.01 | 180.00 | 193.969 | 34,914.42
|
TYPE B SIGN | m2 | 193.969 | 34,914.42
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0326 7340.00 | 4.00 | 1,557.600 | 6,230.40
|
STRUCTURAL STEEL FOR SIGN SUPPORTS | kg | 1,557.600 | 6,230.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0327 7360.24 | 500.00 | 16.000 | 8,000.00
|
600 mm SIGN SUPPORT FOOTING | EACH | 16.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0328 A010.08 | 900.00 | 19.000 | 17,100.00
|
LUMINAIRE, TYPE HPS-150 | EACH | 19.000 | 17,100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0350 7312.05 | 28,000.00 | 0.000 | 0.00
|
OVERHEAD SIGN SUPPORT, LOCATION NO. | EACH | 0.000 | 0.00
|
OVERHEAD SIGN SUPPORT, LOCATION NO. 9 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4005 7309.50 | 18,950.00 | 0.000 | 0.00
|
REMOVE AND REINSTALL SIGN STRUCTURE | EACH | 1.000 | 18,950.00
|
REMOVE AND REINSTALL SIGN STRUCTURE | | 0.200 | 3,790.00
|
| | 0.200 | 3,790.00
|
| | |
|
GROUP 8C SIGNING | | Contracted | 587,444.82
|
| | Current | 578,394.82
|
| | In place | 38,390.00
|
| | This Estimate | 3,790.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0329 0001.08 | 0.50 | 26,015.000 | 13,007.50
|
BARRICADE, TYPE II | BDAY | 26,015.000 | 13,007.50
|
| | 18,453.000 | 9,226.50
|
| | 956.000 | 478.00
|
| | |
|
0330 0001.10 | 3.20 | 5,360.000 | 17,152.00
|
BARRICADE, TYPE III | BDAY | 5,360.000 | 17,152.00
|
| | 3,378.000 | 10,809.60
|
| | 435.000 | 1,392.00
|
| | |
|
0331 0001.75 | 1.10 | 1,720.000 | 1,892.00
|
TEMPORARY SIGN DAY | EACH | 1,720.000 | 1,892.00
|
| | 666.000 | 732.60
|
| | 58.000 | 63.80
|
| | |
|
0332 0001.90 | 0.60 | 66,208.000 | 39,724.80
|
SIGN DAY | EACH | 66,208.000 | 39,724.80
|
| | 13,597.000 | 8,158.20
|
| | 2,142.000 | 1,285.20
|
| | |
|
0333 0002.30 | 1.00 | 35,000.000 | 35,000.00
|
PAVEMENT MARKING REMOVAL | m | 35,000.000 | 35,000.00
|
| | 6,370.000 | 6,370.00
|
| | 0.000 | 0.00
|
| | |
|
0334 0002.44 | 0.50 | 45,000.000 | 22,500.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 45,000.000 | 22,500.00
|
| | 16,747.600 | 8,373.80
|
| | 0.000 | 0.00
|
| | |
|
0335 0002.47 | 0.70 | 30,000.000 | 21,000.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 30,000.000 | 21,000.00
|
| | 9,785.600 | 6,849.92
|
| | 0.000 | 0.00
|
| | |
|
0336 0002.97 | 150.00 | 120.000 | 18,000.00
|
FLASHING ARROW PANEL | DAY | 120.000 | 18,000.00
|
| | 227.000 | 34,050.00
|
| | 35.500 | 5,325.00
|
| | |
|
0337 0003.51 | 18.20 | 6,954.000 | 126,562.80
|
INSTALL CONCRETE PROTECTION BARRIER | m | 6,954.000 | 126,562.80
|
| | 5,225.000 | 95,095.00
|
| | 75.000 | 1,365.00
|
| | |
|
0338 0003.56 | 8.20 | 7,159.000 | 58,703.80
|
RELOCATE CONCRETE PROTECTION BARRIER | m | 7,159.000 | 58,703.80
|
| | 867.000 | 7,109.40
|
| | 0.000 | 0.00
|
| | |
|
0339 0003.57 | 1,200.00 | 8.000 | 9,600.00
|
RELOCATE INERTIAL BARRIER SYSTEM | EACH | 8.000 | 9,600.00
|
| | 3.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
0340 0003.58 | 1,550.00 | 12.000 | 18,600.00
|
INERTIAL BARRIER SYSTEM | EACH | 12.000 | 18,600.00
|
| | 10.000 | 15,500.00
|
| | 0.000 | 0.00
|
| | |
|
0341 0003.64 | 550.00 | 5.000 | 2,750.00
|
REPLACEMENT MODULE | EACH | 5.000 | 2,750.00
|
| | 2.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0342 0010.04 | 4,570.00 | 0.750 | 3,427.50
|
FIELD OFFICE | EACH | 0.750 | 3,427.50
|
| | 1.000 | 4,570.00
|
| | 0.000 | 0.00
|
| | |
|
0343 0030.00 | 17,391.37931 | 1.000 | 17,391.38
|
MOBILIZATION | LS | 1.000 | 17,391.38
|
| | 1.000 | 17,391.38
|
| | 0.000 | 0.00
|
| | |
|
0344 7019.80 | 5,000.00 | 1.000 | 5,000.00
|
PERMANENT INERTIAL BARRIER SYSTEM | EACH | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0345 9110.01 | 106.10 | 100.000 | 10,610.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 100.000 | 10,610.00
|
| | 13.100 | 1,389.91
|
| | 3.000 | 318.30
|
| | |
|
0346 9110.02 | 95.30 | 10.000 | 953.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 953.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0347 9110.03 | 62.20 | 100.000 | 6,220.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 100.000 | 6,220.00
|
| | 1.000 | 62.20
|
| | 0.000 | 0.00
|
| | |
|
0348 9110.06 | 84.50 | 100.000 | 8,450.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 100.000 | 8,450.00
|
| | 6.000 | 507.00
|
| | 1.000 | 84.50
|
| | |
|
0349 9110.07 | 84.50 | 100.000 | 8,450.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 100.000 | 8,450.00
|
| | 6.000 | 507.00
|
| | 0.000 | 0.00
|
| | |
|
4001 0001.99 | 3.15 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 1,000.000 | 3,150.00
|
CONTRACTOR FURNISHED SIGN DAY | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 0003.10 | 220.00 | 0.000 | 0.00
|
FLAGGING | DAY | 100.000 | 22,000.00
|
FLAGGING | | 22.000 | 4,840.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 444,994.78
|
| | Current | 470,144.78
|
| | In place | 236,242.51
|
| | This Estimate | 10,311.80
|
| | |
|
GROUP 1 GRADING | | |
|
0001 0030.10 | 9,613.19681 | 1.000 | 9,613.20
|
MOBILIZATION | LS | 1.000 | 9,613.20
|
| | 1.000 | 9,613.20
|
| | 0.000 | 0.00
|
| | |
|
0004 1009.01 | 12,000.00 | 1.000 | 12,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 12,000.00
|
FOR PROJECT EACNH-EACBH-6-7(160) | | 1.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1010.01 | 3.95 | 2,050.000 | 8,097.50
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,050.000 | 8,097.50
|
| | 2,050.000 | 8,097.50
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 2.60 | 103.000 | 267.80
|
WATER | kL | 103.000 | 267.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1101.25 | 8.20 | 950.000 | 7,790.00
|
SAWING PAVEMENT | m | 950.000 | 7,790.00
|
| | 28.800 | 236.16
|
| | 0.000 | 0.00
|
| | |
|
0011 1109.00 | 21.30 | 494.000 | 10,522.20
|
REMOVE CURB | m | 494.000 | 10,522.20
|
| | 416.000 | 8,860.80
|
| | 0.000 | 0.00
|
| | |
|
0016 1122.01 | 3.50 | 493.000 | 1,725.50
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 493.000 | 1,725.50
|
| | 495.800 | 1,735.30
|
| | 0.000 | 0.00
|
| | |
|
0020 3275.20 | 6.40 | 10,153.000 | 64,979.20
|
CRUSH CONCRETE PAVEMENT | m2 | 10,153.000 | 64,979.20
|
| | 2,052.900 | 13,138.56
|
| | 0.000 | 0.00
|
| | |
|
0021 7017.00 | 11.40 | 307.000 | 3,499.80
|
REMOVE GUARDRAIL | m | 307.000 | 3,499.80
|
| | 83.000 | 946.20
|
| | 0.000 | 0.00
|
| | |
|
0022 L006.50 | 850.00 | 0.300 | 255.00
|
TEMPORARY SEEDING | ha | 0.300 | 255.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 L020.00 | 1.30 | 1,856.000 | 2,412.80
|
EROSION CONTROL | m2 | 1,856.000 | 2,412.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 L020.09 | 9.90 | 57.000 | 564.30
|
EROSION CONTROL, TYPE AAA | m2 | 57.000 | 564.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 L022.11 | 7.50 | 74.700 | 560.25
|
FABRIC SILT FENCE-LOW POROSITY | m | 74.700 | 560.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 122,287.55
|
| | Current | 122,287.55
|
| | In place | 54,627.72
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0040 0030.30 | 21,993.94808 | 1.000 | 21,993.95
|
MOBILIZATION | LS | 1.000 | 21,993.95
|
| | 1.000 | 21,993.94
|
| | 0.000 | 0.00
|
| | |
|
0045 3013.13 | 142.10 | 101.400 | 14,408.94
|
CONCRETE CLASS 47BD-30 BARRIER CURB | m | 101.400 | 14,408.94
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 3075.52 | 29.20 | 346.000 | 10,103.20
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 346.000 | 10,103.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 3075.56 | 31.10 | 6,124.000 | 190,456.40
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 6,124.000 | 190,456.40
|
| | 2,552.400 | 79,379.64
|
| | 0.000 | 0.00
|
| | |
|
0064 3089.25 | 33.00 | 264.000 | 8,712.00
|
TEMPORARY SURFACING | m2 | 264.000 | 8,712.00
|
250 mm | | 193.900 | 6,398.70
|
| | 0.000 | 0.00
|
| | |
|
0065 3300.65 | 60.30 | 4.000 | 241.20
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 4.000 | 241.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4764.35 | 11.70 | 100.000 | 1,170.00
|
100 mm PERFORATED PIPE UNDERDRAIN | m | 100.000 | 1,170.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 8032.04 | 2.20 | 12,367.000 | 27,207.40
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 12,367.000 | 27,207.40
|
| | 2,552.400 | 5,615.28
|
| | 0.000 | 0.00
|
| | |
|
0079 9005.00 | 90.00 | 25.000 | 2,250.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 25.000 | 2,250.00
|
SP4(12.5) | | 53.970 | 4,857.30
|
| | 0.000 | 0.00
|
| | |
|
0080 9009.88 | 30.00 | 6,080.000 | 182,400.00
|
SURFACING 250mm | m2 | 6,080.000 | 182,400.00
|
| | 966.500 | 28,995.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9111.00 | 4.40 | 105.000 | 462.00
|
WATER | kL | 105.000 | 462.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9170.00 | 420.00 | 6.474 | 2,719.08
|
EARTH SHOULDER CONSTRUCTION | StaM | 6.474 | 2,719.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 9173.20 | 1.20 | 6,287.000 | 7,544.40
|
SUBGRADE PREPARATION | m2 | 6,287.000 | 7,544.40
|
| | 2,552.400 | 3,062.88
|
| | -4,800.000 | -5,760.00
|
| | |
|
0086 L010.00 | 4.40 | 351.000 | 1,544.40
|
SODDING | m2 | 351.000 | 1,544.40
|
| | 656.200 | 2,887.28
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 471,212.97
|
| | Current | 471,212.97
|
| | In place | 153,190.02
|
| | This Estimate | -5,760.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0087 0030.40 | 3,907.35146 | 1.000 | 3,907.35
|
MOBILIZATION | LS | 1.000 | 3,907.35
|
| | 1.000 | 3,907.35
|
| | 0.000 | 0.00
|
| | |
|
0088 1117.00 | 317.20 | 3.000 | 951.60
|
REMOVE MANHOLE | EACH | 3.000 | 951.60
|
| | 2.000 | 634.40
|
| | 0.000 | 0.00
|
| | |
|
0089 1119.00 | 359.40 | 13.000 | 4,672.20
|
REMOVE INLET | EACH | 13.000 | 4,672.20
|
| | 5.000 | 1,797.00
|
| | 0.000 | 0.00
|
| | |
|
0092 4002.00 | 1.70 | 513.000 | 872.10
|
CAST IRON COVER AND FRAME | kg | 513.000 | 872.10
|
| | 228.000 | 387.60
|
| | 0.000 | 0.00
|
| | |
|
0093 4003.00 | 2.30 | 789.000 | 1,814.70
|
CAST IRON COVER, FRAME, AND FLANGE | kg | 789.000 | 1,814.70
|
| | 789.000 | 1,814.70
|
| | 0.000 | 0.00
|
| | |
|
0096 4011.45 | 2,610.10 | 1.000 | 2,610.10
|
SLOTTED VANE INLET | EACH | 1.000 | 2,610.10
|
AT STA. 87+50 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0097 4011.46 | 2,610.10 | 1.000 | 2,610.10
|
SLOTTED VANE INLET | EACH | 1.000 | 2,610.10
|
AT STA. 87+60 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0110 4016.12 | 1,611.90 | 1.000 | 1,611.90
|
MANHOLE | EACH | 1.000 | 1,611.90
|
AT STA. 87+50 | | 1.000 | 1,611.90
|
| | 0.000 | 0.00
|
| | |
|
0111 4016.13 | 1,611.90 | 1.000 | 1,611.90
|
MANHOLE | EACH | 1.000 | 1,611.90
|
AT STA. 88+48.56 RT. | | 1.000 | 1,611.90
|
| | 0.000 | 0.00
|
| | |
|
0112 4016.14 | 1,611.90 | 1.000 | 1,611.90
|
MANHOLE | EACH | 1.000 | 1,611.90
|
AT STA. 89+09.39 RT. | | 1.000 | 1,611.90
|
| | 0.000 | 0.00
|
| | |
|
0114 4018.50 | 610.20 | 3.000 | 1,830.60
|
TAPPING EXISTING PIPE | EACH | 3.000 | 1,830.60
|
| | 3.000 | 1,830.60
|
| | 0.000 | 0.00
|
| | |
|
0118 4043.50 | 31.30 | 159.300 | 4,986.09
|
REMOVE SEWER PIPE | m | 159.300 | 4,986.09
|
| | 102.700 | 3,214.51
|
| | 0.000 | 0.00
|
| | |
|
0119 4048.25 | 8,544.40 | 1.000 | 8,544.40
|
REMODEL | EACH | 1.000 | 8,544.40
|
UNDERGROUND SPRINKLER SYSTEM | | 0.950 | 8,117.18
|
| | 0.000 | 0.00
|
| | |
|
0121 4105.59 | 423.40 | 22.420 | 9,492.63
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 22.420 | 9,492.63
|
| | 9.370 | 3,967.26
|
| | 0.000 | 0.00
|
| | |
|
0122 4107.07 | 841.20 | 1.600 | 1,345.92
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 1.600 | 1,345.92
|
| | 1.280 | 1,076.74
|
| | 0.000 | 0.00
|
| | |
|
0123 4130.06 | 1,071.60 | 0.510 | 546.52
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.510 | 546.52
|
| | 0.230 | 246.47
|
| | 0.000 | 0.00
|
| | |
|
0124 4155.50 | 2.10 | 893.000 | 1,875.30
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 893.000 | 1,875.30
|
| | 414.000 | 869.40
|
| | 0.000 | 0.00
|
| | |
|
0125 4157.00 | 3.60 | 85.000 | 306.00
|
REINFORCING STEEL FOR COLLARS | kg | 85.000 | 306.00
|
| | 68.000 | 244.80
|
| | 0.000 | 0.00
|
| | |
|
0138 P700.18 | 79.90 | 39.000 | 3,116.10
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 39.000 | 3,116.10
|
| | 9.010 | 719.90
|
| | 0.000 | 0.00
|
| | |
|
0139 P700.24 | 95.80 | 155.300 | 14,877.74
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 155.300 | 14,877.74
|
| | 106.390 | 10,192.16
|
| | 0.000 | 0.00
|
| | |
|
0142 P702.18 | 100.40 | 12.400 | 1,244.96
|
450 mm STORM SEWER PIPE, TYPE 1 | m | 12.400 | 1,244.96
|
| | 11.400 | 1,144.56
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 70,440.11
|
| | Current | 70,440.11
|
| | In place | 45,000.33
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0149 0030.50 | 20.27027 | 1.000 | 20.27
|
MOBILIZATION | LS | 1.000 | 20.27
|
| | 1.000 | 20.27
|
| | 0.000 | 0.00
|
| | |
|
0151 L001.02 | 1,300.00 | 0.300 | 390.00
|
SEEDING, TYPE B | ha | 0.300 | 390.00
|
| | 0.220 | 286.00
|
| | 0.000 | 0.00
|
| | |
|
0152 L020.07 | 4.00 | 325.000 | 1,300.00
|
EROSION CONTROL, TYPE B-1 | m2 | 325.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0153 L032.75 | 70.00 | 1.500 | 105.00
|
MULCH | Mg | 1.500 | 105.00
|
| | 1.100 | 77.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 1,815.27
|
| | Current | 1,815.27
|
| | In place | 383.27
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 86+88.67 | | |
|
0154 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0155 0030.60 | 60,000.00 | 1.000 | 60,000.00
|
MOBILIZATION | LS | 1.000 | 60,000.00
|
| | 1.000 | 60,000.00
|
| | 0.500 | 30,000.00
|
| | |
|
0156 1043.50 | 1.70 | 1,550.000 | 2,635.00
|
RIPRAP FILTER FABRIC | m2 | 1,550.000 | 2,635.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0157 3050.15 | 190.00 | 395.000 | 75,050.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 395.000 | 75,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 3051.10 | 1.00 | 23,835.000 | 23,835.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 23,835.000 | 23,835.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0159 6000.10 | 5,470.00 | 1.000 | 5,470.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,470.00
|
| | 0.250 | 1,367.50
|
| | 0.000 | 0.00
|
| | |
|
0160 6000.11 | 6,380.00 | 1.000 | 6,380.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 6,380.00
|
| | 0.250 | 1,595.00
|
| | 0.000 | 0.00
|
| | |
|
0161 6000.60 | 19,980.00 | 1.000 | 19,980.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 19,980.00
|
| | 0.400 | 7,992.00
|
| | 0.000 | 0.00
|
| | |
|
0162 6000.61 | 19,930.00 | 1.000 | 19,930.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 19,930.00
|
| | 0.400 | 7,972.00
|
| | 0.000 | 0.00
|
| | |
|
0163 6005.35 | 117.60 | 79.900 | 9,396.24
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 79.900 | 9,396.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0164 6005.78 | 729.30 | 36.000 | 26,254.80
|
EXPANSION BEARING, TFE TYPE | EACH | 36.000 | 26,254.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0165 6005.83 | 977.70 | 12.000 | 11,732.40
|
FIXED BEARING | EACH | 12.000 | 11,732.40
|
| | 0.400 | 391.08
|
| | 0.000 | 0.00
|
| | |
|
0166 6010.22 | 427.80 | 388.700 | 166,285.86
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 388.700 | 166,285.86
|
| | 161.200 | 68,961.36
|
| | 0.000 | 0.00
|
| | |
|
0167 6010.26 | 392.10 | 759.400 | 297,760.74
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 759.400 | 297,760.74
|
| | 24.480 | 9,598.61
|
| | 24.480 | 9,598.61
|
| | |
|
0168 6030.00 | 83,570.00 | 1.000 | 83,570.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 83,570.00
|
AT STA. 86+88.67 | | 0.300 | 25,071.00
|
| | 0.000 | 0.00
|
| | |
|
0169 6071.12 | 541,890.00 | 1.000 | 541,890.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 541,890.00
|
AT STA. 86+88.67 | | 0.250 | 135,472.50
|
| | 0.000 | 0.00
|
| | |
|
0170 6100.00 | 919.90 | 2.000 | 1,839.80
|
FLOOR DRAINS | EACH | 2.000 | 1,839.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0171 6105.02 | 23.00 | 1,440.000 | 33,120.00
|
ROCK RIPRAP, TYPE B | Mg | 1,440.000 | 33,120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 6131.50 | 1.10 | 111,365.000 | 122,501.50
|
EPOXY COATED REINFORCING STEEL | kg | 111,365.000 | 122,501.50
|
| | 8,983.000 | 9,881.30
|
| | 1,494.000 | 1,643.40
|
| | |
|
0173 6139.50 | 29.50 | 175.000 | 5,162.50
|
SUBSURFACE DRAINAGE MATTING | m2 | 175.000 | 5,162.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 6210.12 | 54.10 | 634.400 | 34,321.04
|
HP 250 mm X 62 kg STEEL PILING | m | 634.400 | 34,321.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0175 6210.14 | 63.50 | 361.500 | 22,955.25
|
HP 310 mm X 79 kg STEEL PILING | m | 361.500 | 22,955.25
|
| | 284.530 | 18,067.66
|
| | 0.000 | 0.00
|
| | |
|
0176 6210.42 | 50.00 | 18.000 | 900.00
|
HP 250 mm X 62 kg, PILE SPLICES | EACH | 18.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0177 6210.44 | 50.00 | 3.000 | 150.00
|
HP 310 mm X 79 kg, PILE SPLICE | EACH | 3.000 | 150.00
|
| | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0178 6510.55 | 12,710.00 | 1.000 | 12,710.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 12,710.00
|
| | 1.000 | 12,710.00
|
| | 0.000 | 0.00
|
| | |
|
0179 6601.15 | 22.00 | 216.400 | 4,760.80
|
38 mm CONDUIT IN BRIDGE | m | 216.400 | 4,760.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0180 6990.03 | 10,620.00 | 2.000 | 21,240.00
|
TEMPORARY | EACH | 2.000 | 21,240.00
|
TRAIL COVER | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0181 8091.00 | 48.40 | 300.000 | 14,520.00
|
GRANULAR BACKFILL | m3 | 300.000 | 14,520.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6210.34 | 38.10 | 0.000 | 0.00
|
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING | m | 20.000 | 762.00
|
| | 5.620 | 214.12
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 86+88.67 | | Contracted | 1,625,150.93
|
| | Current | 1,625,912.93
|
| | In place | 359,344.13
|
| | This Estimate | 41,242.01
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0342 0010.04 | 4,570.00 | 0.250 | 1,142.50
|
FIELD OFFICE | EACH | 0.250 | 1,142.50
|
| | 0.250 | 1,142.50
|
| | 0.000 | 0.00
|
| | |
|
0343 0030.00 | 108.62069 | 1.000 | 108.62
|
MOBILIZATION | LS | 1.000 | 108.62
|
| | 1.000 | 108.62
|
| | 0.000 | 0.00
|
| | |
|
0345 9110.01 | 106.10 | 5.000 | 530.50
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 5.000 | 530.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0346 9110.02 | 95.30 | 2.000 | 190.60
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 2.000 | 190.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0347 9110.03 | 62.20 | 5.000 | 311.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 311.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0348 9110.06 | 84.50 | 5.000 | 422.50
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 5.000 | 422.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0349 9110.07 | 84.50 | 5.000 | 422.50
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 5.000 | 422.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 3,128.22
|
| | Current | 3,128.22
|
| | In place | 1,251.12
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 89+72.125 | | |
|
0182 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0183 0030.60 | 40,000.00 | 1.000 | 40,000.00
|
MOBILIZATION | LS | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0184 3050.15 | 190.00 | 442.900 | 84,151.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 442.900 | 84,151.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0185 3051.10 | 1.00 | 26,490.000 | 26,490.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 26,490.000 | 26,490.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0186 6000.10 | 5,350.00 | 1.000 | 5,350.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,350.00
|
| | 0.500 | 2,675.00
|
| | 0.000 | 0.00
|
| | |
|
0187 6000.11 | 4,550.00 | 1.000 | 4,550.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,550.00
|
| | 0.500 | 2,275.00
|
| | 0.000 | 0.00
|
| | |
|
0188 6000.20 | 855.90 | 1.000 | 855.90
|
PIER NO.1 EXCAVATION | LS | 1.000 | 855.90
|
| | 1.000 | 855.90
|
| | 0.000 | 0.00
|
| | |
|
0189 6005.35 | 110.50 | 87.700 | 9,690.85
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 87.700 | 9,690.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0190 6005.78 | 451.20 | 44.000 | 19,852.80
|
EXPANSION BEARING, TFE TYPE | EACH | 44.000 | 19,852.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0191 6005.83 | 354.80 | 12.000 | 4,257.60
|
FIXED BEARING | EACH | 12.000 | 4,257.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0192 6010.22 | 482.10 | 206.000 | 99,312.60
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 206.000 | 99,312.60
|
| | 71.660 | 34,547.29
|
| | 0.000 | 0.00
|
| | |
|
0193 6010.26 | 460.60 | 550.000 | 253,330.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 550.000 | 253,330.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 6011.11 | 90,150.00 | 1.000 | 90,150.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 90,150.00
|
AT STA. 89+72.125 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0195 6030.00 | 66,130.00 | 1.000 | 66,130.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 66,130.00
|
AT STA. 89+72.125 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0196 6107.00 | 230.80 | 23.000 | 5,308.40
|
CONCRETE SLOPE PROTECTION | m2 | 23.000 | 5,308.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0197 6131.50 | 1.10 | 59,360.000 | 65,296.00
|
EPOXY COATED REINFORCING STEEL | kg | 59,360.000 | 65,296.00
|
| | 4,393.000 | 4,832.30
|
| | 0.000 | 0.00
|
| | |
|
0198 6139.50 | 34.30 | 114.000 | 3,910.20
|
SUBSURFACE DRAINAGE MATTING | m2 | 114.000 | 3,910.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0199 6251.40 | 467.60 | 64.000 | 29,926.40
|
ROCK SOCKET | m | 64.000 | 29,926.40
|
610 mm | | 2.134 | 997.86
|
| | 0.000 | 0.00
|
| | |
|
0200 6251.50 | 458.00 | 37.200 | 17,037.60
|
DRILLED SHAFT | m | 37.200 | 17,037.60
|
610 mm | | 84.281 | 38,600.70
|
| | 0.000 | 0.00
|
| | |
|
0201 6510.55 | 9,380.00 | 1.000 | 9,380.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 9,380.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0202 6601.15 | 25.00 | 168.000 | 4,200.00
|
38 mm CONDUIT IN BRIDGE | m | 168.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0203 6616.65 | 1,330.00 | 32.000 | 42,560.00
|
BEARING DEVICE REPLACEMENT | EACH | 32.000 | 42,560.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 8091.00 | 49.10 | 260.000 | 12,766.00
|
GRANULAR BACKFILL | m3 | 260.000 | 12,766.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 89+72.125 | | Contracted | 895,305.35
|
| | Current | 895,305.35
|
| | In place | 84,784.05
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 15,694,829.62
|
---|
| | Current | 15,731,761.19
|
---|
| | In place | 3,033,101.31
|
---|
| | This Estimate | 568,521.44
|
---|