| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
|
|---|
| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 1 GRADING | | |
|
| 0001 L001.02 | 1,102.00 | 1.000 | 1,102.00
|
| SEEDING, TYPE B | ha | 1.000 | 1,102.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L006.50 | 525.00 | 0.300 | 157.50
|
| TEMPORARY SEEDING | ha | 0.300 | 157.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 L020.00 | 2.00 | 401.000 | 802.00
|
| EROSION CONTROL | m2 | 401.000 | 802.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 L022.11 | 8.00 | 177.000 | 1,416.00
|
| FABRIC SILT FENCE-LOW POROSITY | m | 177.000 | 1,416.00
|
| | | 159.000 | 1,272.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 L022.75 | 20.00 | 115.000 | 2,300.00
|
| TEMPORARY SILT CHECK | m | 115.000 | 2,300.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 L032.75 | 85.00 | 5.000 | 425.00
|
| MULCH | Mg | 5.000 | 425.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 P406.96 | 520.00 | 25.500 | 13,260.00
|
| 2400 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | m | 25.500 | 13,260.00
|
| | | 29.520 | 15,350.40
|
| | 1.100 | 572.00
|
| | |
|
| 0008 0030.10 | 6,000.00 | 1.000 | 6,000.00
|
| MOBILIZATION | LS | 1.000 | 6,000.00
|
| | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1009.00 | 1,200.00 | 1.000 | 1,200.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,200.00
|
| | | 1.000 | 1,200.00
|
| | 0.500 | 600.00
|
| | |
|
| 0010 1010.01 | 4.50 | 2,135.000 | 9,607.50
|
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,135.000 | 9,607.50
|
| | | 1,385.000 | 6,232.50
|
| | 1,385.000 | 6,232.50
|
| | |
|
| 0011 1011.00 | 2.00 | 120.000 | 240.00
|
| WATER | kL | 120.000 | 240.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 1012.00 | 75.00 | 7.000 | 525.00
|
| RIGHT-OF-WAY MARKERS | EACH | 7.000 | 525.00
|
| | | 7.000 | 525.00
|
| | 7.000 | 525.00
|
| | |
|
| 0013 1030.00 | 8.75 | 3,187.000 | 27,886.25
|
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 3,187.000 | 27,886.25
|
| | | 3,187.000 | 27,886.26
|
| | 1,035.000 | 9,056.25
|
| | |
|
| 0014 1101.00 | 5.00 | 233.000 | 1,165.00
|
| REMOVE PAVEMENT | m2 | 233.000 | 1,165.00
|
| | | 446.104 | 2,230.53
|
| | 213.104 | 1,065.52
|
| | |
|
| 0015 7017.00 | 5.00 | 106.700 | 533.50
|
| REMOVE GUARDRAIL | m | 106.700 | 533.50
|
| | | 88.000 | 440.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 9009.75 | 20.00 | 2,060.000 | 41,200.00
|
| TEMPORARY SURFACING | m2 | 2,060.000 | 41,200.00
|
| | | 2,136.826 | 42,736.52
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 107,819.75
|
| | Current | 107,819.75
|
| | In place | 103,873.21
|
| | This Estimate | 18,051.27
|
| | |
|
| GROUP 4 CULVERT | | |
|
| 0017 P300.42 | 150.00 | 24.100 | 3,615.00
|
| 1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 24.100 | 3,615.00
|
| | | 24.100 | 3,615.00
|
| | 24.100 | 3,615.00
|
| | |
|
| 0018 P402.24 | 85.00 | 20.700 | 1,759.50
|
| 600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 20.700 | 1,759.50
|
| | | 20.700 | 1,759.50
|
| | 20.700 | 1,759.50
|
| | |
|
| 0019 P402.36 | 120.00 | 23.600 | 2,832.00
|
| 900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 23.600 | 2,832.00
|
| | | 23.600 | 2,832.00
|
| | 23.600 | 2,832.00
|
| | |
|
| 0020 0030.40 | 1,000.00 | 1.000 | 1,000.00
|
| MOBILIZATION | LS | 1.000 | 1,000.00
|
| | | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | |
|
| 0021 1043.50 | 3.00 | 216.000 | 648.00
|
| RIPRAP FILTER FABRIC | m2 | 216.000 | 648.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 4050.01 | 7.00 | 139.000 | 973.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 139.000 | 973.00
|
| | | 139.000 | 973.00
|
| | 139.000 | 973.00
|
| | |
|
| 0023 4100.06 | 900.00 | 1.800 | 1,620.00
|
| CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 1.800 | 1,620.00
|
| | | 1.800 | 1,620.00
|
| | 1.800 | 1,620.00
|
| | |
|
| 0024 4150.00 | 3.00 | 101.000 | 303.00
|
| REINFORCING STEEL FOR HEADWALL | kg | 101.000 | 303.00
|
| | | 101.000 | 303.00
|
| | 101.000 | 303.00
|
| | |
|
| 0025 6105.02 | 26.00 | 111.000 | 2,886.00
|
| ROCK RIPRAP, TYPE B | Mg | 111.000 | 2,886.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERT | | Contracted | 15,636.50
|
| | Current | 15,636.50
|
| | In place | 12,102.50
|
| | This Estimate | 12,102.50
|
| | |
|
| GROUP 6 BRIDGE AT STA. 35+46.00 | | |
|
| 0026 0030.30 | 25,000.00 | 1.000 | 25,000.00
|
| MOBILIZATION | LS | 1.000 | 25,000.00
|
| | | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 1010.01 | 6.50 | 800.000 | 5,200.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 800.000 | 5,200.00
|
| | | 800.000 | 5,200.00
|
| | 800.000 | 5,200.00
|
| | |
|
| 0028 1043.50 | 4.00 | 560.000 | 2,240.00
|
| RIPRAP FILTER FABRIC | m2 | 560.000 | 2,240.00
|
| | | 560.000 | 2,240.00
|
| | 257.474 | 1,029.90
|
| | |
|
| 0029 3050.15 | 240.00 | 124.700 | 29,928.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 124.700 | 29,928.00
|
| | | 124.700 | 29,928.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 3051.10 | 1.33 | 7,995.000 | 10,633.35
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 7,995.000 | 10,633.35
|
| | | 7,995.000 | 10,633.36
|
| | 0.000 | 0.00
|
| | |
|
| 0031 6000.10 | 5,000.00 | 1.000 | 5,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6000.11 | 5,000.00 | 1.000 | 5,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 6010.22 | 450.00 | 44.400 | 19,980.00
|
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 44.400 | 19,980.00
|
| | | 44.400 | 19,980.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 6010.26 | 400.00 | 63.800 | 25,520.00
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 63.800 | 25,520.00
|
| | | 63.800 | 25,520.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 6011.11 | 78,000.00 | 1.000 | 78,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 78,000.00
|
| AT STA. 35+46.00 | | 1.000 | 78,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 6040.00 | 15,000.00 | 1.000 | 15,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 15,000.00
|
| AT STA. 35+44.80 | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 6080.00 | 5.00 | 2,085.000 | 10,425.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 2,085.000 | 10,425.00
|
| | | 2,085.000 | 10,425.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 6104.00 | 15.00 | 28.000 | 420.00
|
| BROKEN CONCRETE RIPRAP | Mg | 28.000 | 420.00
|
| | | 28.000 | 420.00
|
| | 28.000 | 420.00
|
| | |
|
| 0039 6105.02 | 26.00 | 498.000 | 12,948.00
|
| ROCK RIPRAP, TYPE B | Mg | 498.000 | 12,948.00
|
| | | 493.435 | 12,829.31
|
| | 131.157 | 3,410.08
|
| | |
|
| 0040 6131.50 | 1.35 | 10,950.000 | 14,782.50
|
| EPOXY COATED REINFORCING STEEL | kg | 10,950.000 | 14,782.50
|
| | | 10,950.000 | 14,782.50
|
| | 0.000 | 0.00
|
| | |
|
| 0041 6210.14 | 70.00 | 553.800 | 38,766.00
|
| HP 310 mm X 79 kg STEEL PILING | m | 553.800 | 38,766.00
|
| | | 433.418 | 30,339.26
|
| | 0.000 | 0.00
|
| | |
|
| 0042 6310.00 | 115.90 | 356.200 | 41,283.58
|
| STEEL SHEET PILING | m2 | 356.200 | 41,283.58
|
| | | 337.026 | 39,061.31
|
| | 0.000 | 0.00
|
| | |
|
| 0043 8091.00 | 35.00 | 230.000 | 8,050.00
|
| GRANULAR BACKFILL | m3 | 230.000 | 8,050.00
|
| | | 133.554 | 4,674.39
|
| | 0.000 | 0.00
|
| | |
|
| 4004 3075.36 | 77.35 | 0.000 | 0.00
|
| 205 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 213.104 | 16,483.59
|
| 205mm Doweled Concrete Pavement, 47B-25 Sta. 35+07.07 - Sta. 35+18.67 & Sta. 35+73.33 - Sta.35+93.44 | | 213.104 | 16,483.59
|
| | 213.104 | 16,483.59
|
| | |
|
| 4005 0003.51 | 45.95 | 0.000 | 0.00
|
| INSTALLING CONCRETE PROTECTION BARRIER | m | 36.600 | 1,681.77
|
| Install and Remove Concrete Protection Barriers (Temporary Bridge Protection) | | 36.600 | 1,681.77
|
| | 36.600 | 1,681.77
|
| | |
|
| 6001 6210.14 | 42.00 | 0.000 | 0.00
|
| HP 310 mm X 79 kg STEEL PILING | m | 120.382 | 5,056.04
|
| Authorized Pay Cut Off ( HP 310mm x 79kg, Steel Piling) | | 120.382 | 5,056.04
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 35+46.00 | | Contracted | 348,176.43
|
| | Current | 371,397.84
|
| | In place | 357,254.53
|
| | This Estimate | 28,225.34
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0044 0030.70 | 400.00 | 1.000 | 400.00
|
| MOBILIZATION | LS | 1.000 | 400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 7011.20 | 48.00 | 22.860 | 1,097.28
|
| W-BEAM GUARDRAIL | m | 22.860 | 1,097.28
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 7020.00 | 1,300.00 | 4.000 | 5,200.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 7024.27 | 1,700.00 | 4.000 | 6,800.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 9188.50 | 30.00 | 330.000 | 9,900.00
|
| SURFACING UNDER GUARDRAIL | m2 | 330.000 | 9,900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 23,397.28
|
| | Current | 23,397.28
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0049 0001.10 | 2.60 | 860.000 | 2,236.00
|
| BARRICADE, TYPE III | BDAY | 860.000 | 2,236.00
|
| | | 1,292.000 | 3,359.20
|
| | 492.000 | 1,279.20
|
| | |
|
| 0050 0001.30 | 2.00 | 236.000 | 472.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 236.000 | 472.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0051 0001.90 | 0.25 | 3,024.000 | 756.00
|
| SIGN DAY | EACH | 3,024.000 | 756.00
|
| | | 3,654.000 | 913.50
|
| | 316.000 | 79.00
|
| | |
|
| 0052 0002.38 | 1.00 | 1,400.000 | 1,400.00
|
| TEMPORARY PAVEMENT MARKING, TYPE I | m | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 0010.04 | 4,000.00 | 1.000 | 4,000.00
|
| FIELD OFFICE | EACH | 1.000 | 4,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 0030.10 | 1,000.00 | 1.000 | 1,000.00
|
| MOBILIZATION | LS | 1.000 | 1,000.00
|
| | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0055 9110.01 | 100.00 | 5.000 | 500.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 5.000 | 500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 9110.03 | 150.00 | 5.000 | 750.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 9110.07 | 55.00 | 5.000 | 275.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 5.000 | 275.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 0001.08 | 0.53 | 0.000 | 0.00
|
| BARRICADE, TYPE II | BDAY | 1,800.000 | 954.00
|
| Barricade, Type II | | 2,376.000 | 1,259.28
|
| | 288.000 | 152.64
|
| | |
|
| 4002 0002.44 | 0.51 | 0.000 | 0.00
|
| TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 2,000.416 | 1,020.21
|
| Temporary Pavement Marking, Type Paint | | 2,000.416 | 1,020.21
|
| | 0.000 | 0.00
|
| | |
|
| 4003 0002.30 | 1.05 | 0.000 | 0.00
|
| PAVEMENT MARKING REMOVAL | m | 300.000 | 315.00
|
| Pavement Marking Removal | | 47.500 | 49.88
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 11,389.00
|
| | Current | 12,278.21
|
| | In place | 7,602.07
|
| | This Estimate | 1,510.84
|
| | |
|
| Totals for contract | | Contracted | 506,418.96
|
|---|
| | Current | 530,529.58
|
|---|
| | In place | 480,832.31
|
|---|
| | This Estimate | 59,889.95
|
|---|