|  |  |  | 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 | 
|---|