PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/20/04 EST. NO.10 TIME 10:52 AM R.E. NAME: ALFONSO GONZALEZ 04-229014 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0133 1,534.11 E.W. @ F.A.(+) 083004 N 0199.0 0135 447.15 083104 N 0201.0 0136 144.41 090104 N 0202.0 0137 447.15 090104 N 0203.0 0138 202.34 090104 N 0204.0 0143 202.34 090904 N 0211.0 0147 151.75 091004 N 0215.0 002 0010 269.60 A.C. @ U.P.(+) 083104 N 0219.0 003 0006 293.96 E.W. @ F.A.(+) 081804 N 0190.0 004 0004 1,331.25 E.W. @ F.A.(+) 080404 N 0189.1 0005 1,262.50 050604 N 0149.1 005 0046 4,200.35 E.W. @ F.A.(+) 082704 N 0197.0 0050 1,266.58 082604 N 0196.0 015 0001 1,751.51 E.W. @ F.A.(+) 043004 N 0107.0 13,505.00 TOTAL THIS ESTIMATE 145,006.17 TOTAL PREVIOUS ESTIMATE 158,511.17 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/20/04 EST. NO.10 TIME 10:52 AM R.E. NAME: ALFONSO GONZALEZ 04-229014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 LOCATION PROGRESS ESTIMATE 04-CC-4-22.2/23.8 ----------------- R & L BROSAMER IN CONTRA COSTA COUNTY IN PITTSBURG 184 E LELAND ROAD, STE B FROM 1.7 KM WEST OF RAILROAD AVENUE PITTSBURGH, CA 94565 OVERCROSSING TO 0.3 KM WEST OF LOVERIDGE ROAD OVERCROSSING FED. AID NO. ACNH-P004(124)E WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000.00 0.750 15,000.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 900,000.00 21.000 31,500.00 199.000 298,500.00 03 TEMPORARY FENCE M 40.0000 23,200.00 183.000 7,320.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 1,440.00 0.000 0.00 S) 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 S) PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 85,000.0000 85,000.00 0.200 17,000.00 0.600 51,000.00 S) 07 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 22,000.00 19.000 7,600.00 S) 08 TEMPORARY EROSION CONTROL M2 0.5000 15,800.00 2,495.990 1,248.00 2,495.990 1,248.00 S) 09 TEMPORARY SILT FENCE M 15.0000 39,150.00 71.400 1,071.00 1,285.400 19,281.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 16,000.00 1.000 2,000.00 7.000 14,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 34,000.00 3.000 6,000.00 S) 12 TEMPORARY COVER M2 2.0000 27,000.00 150.000 300.00 1,800.000 3,600.00 S) 13 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.500 15,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.500 50,000.00 S) 15 TYPE III BARRICADE EA 100.0000 5,200.00 9.000 900.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 3,250.00 286.240 7,156.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 144,000.00 0.000 0.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 14,085.00 11,637.490 17,456.24 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,600.00 126.000 5,040.00 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 43,200.00 788.000 3,152.00 S) 21 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 2.000 4,000.00 S) 22 TEMPORARY SIGNAL SYSTEM LS 150,000.0000 150,000.00 0.900 135,000.00 S) PROGRAM CAS145 PAGE 2 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 30,000.00 4.000 30,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 22.0000 391,600.00 5,742.940 126,344.68 S) 25 TEMPORARY CRASH CUSHION MODULE EA 300.0000 78,000.00 28.000 8,400.00 S) 26 ABANDON CULVERT EA 1,000.0000 33,000.00 9.000 9,000.00 27 ABANDON STORAGE BOX LS 30,000.0000 30,000.00 0.000 0.00 28 ABANDON INLET EA 750.0000 2,250.00 1.000 750.00 29 ABANDON SEWER PIPE EA 1,500.0000 37,500.00 6.000 9,000.00 30 REMOVE CHAIN LINK FENCE M 6.0000 31,080.00 5,475.000 32,850.00 31 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,500.00 76.560 1,914.00 115.060 2,876.50 32 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 33 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 20,600.00 2,747.700 5,495.40 34 REMOVE YELLOW THERMOPLASTIC STRIPES M 10.0000 6,000.00 692.000 6,920.00 35 REMOVE PAINTED PAVEMENT MARKING M2 50.0000 7,000.00 71.500 3,575.00 36 REMOVE PAVEMENT MARKER EA 1.5000 16,800.00 523.000 784.50 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,500.00 0.000 0.00 38 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 400.00 0.000 0.00 39 REMOVE ROADSIDE SIGN PANEL EA 100.0000 900.00 0.000 0.00 40 REMOVE CULVERT M 35.0000 35,700.00 392.680 13,743.80 41 REMOVE INLET EA 600.0000 26,400.00 12.000 7,200.00 42 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000.00 43 REMOVE SEWER MANHOLE EA 1,000.0000 20,000.00 19.000 19,000.00 44 REMOVE SEWER PIPE M 120.0000 7,560.00 0.000 0.00 45 REMOVE CONCRETE PAVEMENT M3 75.0000 3,750.00 0.000 0.00 46 REMOVE BASE AND SURFACING M3 12.5000 94,450.00 0.000 0.00 47 RELOCATE FIRE HYDRANT EA 4,500.0000 9,000.00 1.000 4,500.00 48 RELOCATE ROADSIDE SIGN-ONE POST EA 275.0000 1,650.00 0.000 0.00 49 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 1,200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 51 RELOCATE SIGN STRUCTURE EA 6,000.0000 12,000.00 2.000 12,000.00 52 RELOCATE METAL BOLLARD EA 500.0000 1,000.00 2.000 1,000.00 S) 53 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 5,600.00 0.000 0.00 54 ADJUST WATER METER BOX TO GRADE EA 350.0000 2,800.00 0.000 0.00 55 MODIFY MANHOLE EA 2,500.0000 2,500.00 0.000 0.00 56 MODIFY SEWER MANHOLE EA 2,500.0000 2,500.00 0.000 0.00 57 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 78,000.00 0.000 0.00 S) (45 MM MAXIMUM) 58 COLD PLANE ASPHALT CONCRETE M2 10.0000 22,100.00 1,105.000 11,050.00 S) (1100 MM MAXIMUM) 59 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 60.0000 12,000.00 88.510 5,310.60 60 REMOVE CONCRETE (CURB AND GUTTER) M 8.0000 13,040.00 1,265.440 10,123.52 61 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 19,050.00 0.000 0.00 62 REMOVE CONCRETE BARRIER (TYPE 60 C) M 35.0000 24,500.00 0.000 0.00 63 REMOVE CONCRETE BARRIER (TYPE 60 GC) M 80.0000 3,920.00 49.000 3,920.00 64 REMOVE CONCRETE BARRIER (TYPE 50) M 30.0000 68,700.00 21.000 630.00 65 REMOVE CONCRETE (MISCELLANEOUS) M3 75.0000 27,750.00 272.530 20,439.75 66 REMOVE CRASH CUSHION (SAND FILLED) EA 225.0000 10,575.00 0.000 0.00 67 ABANDON PUMP STATION LS 20,000.0000 20,000.00 1.000 20,000.00 68 BRIDGE REMOVAL LS 90,000.0000 90,000.00 0.400 36,000.00 69 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 70 DEVELOP WATER SUPPLY LS 26,000.0000 26,000.00 0.500 13,000.00 71 ROADWAY EXCAVATION M3 10.8000 4,125,600.00 5,949.940 64,259.35 303,250.410 3,275,104.43 72 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 201,600.00 13,984.000 167,808.00 (AERIALLY DEPOSITED LEAD) 73 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 74 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 42,750.00 738.500 36,925.00 F) 75 STRUCTURE EXCAVATION (PUMPING PLANT) M3 60.0000 256,380.00 4,273.000 256,380.00 F) 76 STRUCTURE BACKFILL (PUMPING PLANT) M3 30.0000 56,850.00 1,737.000 52,110.00 F) PROGRAM CAS145 PAGE 4 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 43,800.00 994.000 29,820.00 78 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 26,600.00 266.000 13,300.00 F) 79 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 53,000.00 -223.000 -11,150.00 637.000 31,850.00 80 LOW EXPANSION BACKFILL MATERIAL M3 35.0000 105,000.00 1,125.000 39,375.00 F) 81 SAND BACKFILL M3 110.0000 83,600.00 781.400 85,954.00 82 DITCH EXCAVATION M3 10.0000 66,700.00 1,511.350 15,113.50 1,511.350 15,113.50 83 EROSION CONTROL (BLANKET) M2 2.0000 119,000.00 1,212.000 2,424.00 1,212.000 2,424.00 S) 84 STRAW (EROSION CONTROL TYPE D) TONN 400.0000 7,600.00 17.280 6,912.00 17.280 6,912.00 S) 85 FIBER (EROSION CONTROL) KG 0.7500 2,257.50 1,676.470 1,257.35 1,676.470 1,257.35 S) 86 FIBER ROLLS M 14.0000 105,000.00 2,097.050 29,358.70 2,097.050 29,358.70 87 FIBER ROLL CHECK DAM EA 600.0000 1,200.00 1.000 600.00 1.000 600.00 88 COMPOST (EROSION CONTROL) KG 0.7500 6,630.00 2,492.800 1,869.60 2,492.800 1,869.60 S) 89 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750.00 1.000 750.00 S) 90 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 22,400.00 146.940 11,755.20 146.940 11,755.20 S) 91 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,980.00 366.730 1,100.19 366.730 1,100.19 S) 92 MAINTAIN EXISTING IRRIGATION FACILITIES LS 20,000.0000 20,000.00 0.050 1,000.00 S) 93 NPS 3 SUPPLY LINE (BRIDGE) M 165.0000 15,675.00 0.000 0.00 94 500 MM WATER LINE (BRIDGE) M 165.0000 15,675.00 36.000 5,940.00 36.000 5,940.00 95 REPLACE EXISTING WATER METER EA 3,000.0000 15,000.00 0.000 0.00 S) 96 200 MM CORRUGATED HIGH DENSITY M 100.0000 48,000.00 114.000 11,400.00 POLYETHYLENE PIPE CONDUIT 97 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 S) 98 CLASS 4 AGGREGATE SUBBASE M3 22.0000 800,800.00 2,042.160 44,927.52 12,746.160 280,415.52 99 AGGREGATE BASE M3 300.0000 750.00 2.500 750.00 00 CLASS 3 AGGREGATE BASE M3 40.0000 680,000.00 18.750 750.00 3,510.870 140,434.80 01 LEAN CONCRETE BASE M3 95.0000 1,320,500.00 2,593.700 246,401.50 5,629.700 534,821.50 02 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 65.0000 437,450.00 0.000 0.00 03 ASPHALT CONCRETE (TYPE A) TONN 53.0000 2,443,300.00 4,151.404 220,024.41 PROGRAM CAS145 PAGE 5 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 12,000.00 0.000 0.00 05 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 44,320.00 1,112.630 8,901.04 AREA) 06 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 13,480.00 454.000 1,816.00 07 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 4,520.00 0.000 0.00 08 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 45.0000 855.00 111.000 4,995.00 09 ASPHALTIC EMULSION (PAINT BINDER) TONN 600.0000 13,800.00 0.000 0.00 10 CONCRETE PAVEMENT M3 155.0000 2,681,500.00 508.000 78,740.00 5,367.000 831,885.00 11 SEAL PAVEMENT JOINT M 3.5000 93,100.00 0.000 0.00 12 FURNISH PILING (CLASS 625) M 70.0000 140,700.00 1,005.000 70,350.00 (ALTERNATIVE W) 13 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,500.0000 222,000.00 74.000 111,000.00 S) 14 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 798,750.00 5,345.480 668,185.00 S) PILING (BARRIER) 15 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 0.000 0.00 S) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 67,200.00 96.000 33,600.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,296,000.00 216.000 129,600.00 780.000 468,000.00 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 61,050.00 111.000 61,050.00 F) 19 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 193,000.00 19.430 9,715.00 386.000 193,000.00 F) (SOUND WALL) 20 STRUCTURE CONCRETE (PUMPING PLANT) M3 600.0000 478,200.00 57.000 34,200.00 797.000 478,200.00 F) 21 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 22,050.00 0.000 0.00 F) (TYPE EQ) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 357,650.00 183.590 211,128.50 SF) 23 FRACTURED FIN TEXTURE M2 75.0000 14,700.00 74.000 5,550.00 24 INSTALL FLUSHING HYDRANT EA 5,000.0000 5,000.00 0.000 0.00 25 SOUND WALL (RETAINING WALL) M2 175.0000 107,100.00 566.000 99,050.00 SF) 26 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 200.0000 1,571,600.00 618.000 123,600.00 6,336.000 1,267,200.00 SF) 27 CONCRETE MEDALION EA 2,500.0000 15,000.00 0.000 0.00 SF) 28 JOINT SEAL (MR 40 MM) M 180.0000 13,140.00 0.000 0.00 S) 29 BAR REINFORCING STEEL (BRIDGE) KG 1.2500 395,750.00 87,768.000 109,710.00 SF) 30 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 40,027.50 29,650.000 40,027.50 SF) PROGRAM CAS145 PAGE 6 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 124,050.00 6,233.000 9,349.50 82,700.000 124,050.00 SF) 32 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 5,677.00 0.000 0.00 F) WITH WALKWAY) 33 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 4,866.00 0.000 0.00 SF)WITH WALKWAY) 34 FURNISH SIGN STRUCTURE (TRUSS) KG 3.5000 69,860.00 0.000 0.00 F) 35 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 10,978.00 0.000 0.00 SF) 36 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 55,200.00 15.200 18,240.00 S) CONCRETE PILE (SIGN FOUNDATION) 37 METAL (BARRIER MOUNTED SIGN) KG 20.0000 47,000.00 0.000 0.00 38 ROADSIDE SIGN (METAL POST) EA 150.0000 1,200.00 0.000 0.00 39 ROADSIDE SIGN - ONE POST EA 175.0000 7,700.00 0.000 0.00 40 ROADSIDE SIGN - TWO POST EA 200.0000 1,200.00 0.000 0.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,200.00 0.000 0.00 METHOD) 42 INSTALL SIGN PANEL ON EXISTING FRAME M2 175.0000 7,875.00 0.000 0.00 43 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 43,500.00 9.700 1,455.00 44 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 249,600.00 79.100 12,656.00 716.120 114,579.20 45 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 360,000.00 1,113.570 200,442.60 46 750 MM ALTERNATIVE PIPE CULVERT M 600.0000 6,600.00 0.000 0.00 47 1200 MM ALTERNATIVE PIPE CULVERT M 275.0000 26,400.00 95.400 26,235.00 48 1350 MM ALTERNATIVE PIPE CULVERT M 300.0000 156,000.00 517.210 155,163.00 49 1500 MM ALTERNATIVE PIPE CULVERT M 325.0000 94,250.00 286.900 93,242.50 50 250 MM PVC PIPE (SEWER) M 175.0000 10,500.00 68.320 11,956.00 S) 51 50 MM COPPER PIPE (WATER SUPPLY) M 60.0000 10,200.00 0.000 0.00 S) 52 150 MM PVC (WATER SUPPLY) M 175.0000 4,900.00 0.000 0.00 S) 53 200 MM PVC (WATER SUPPLY) M 200.0000 24,000.00 0.000 0.00 54 300 MM PVC (WATER SUPPLY) M 225.0000 27,000.00 0.000 0.00 55 350 MM PVC (WATER SUPPLY) M 250.0000 27,500.00 38.000 9,500.00 56 450 MM PLASTIC PIPE M 200.0000 68,000.00 32.300 6,460.00 235.520 47,104.00 57 600 MM PLASTIC PIPE M 300.0000 75,000.00 137.590 41,277.00 PROGRAM CAS145 PAGE 7 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 750 MM PLASTIC PIPE M 250.0000 50,000.00 18.230 4,557.50 59 1050 MM REINFORCED CONCRETE PIPE M 400.0000 68,000.00 165.400 66,160.00 60 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 150.0000 10,200.00 30.000 4,500.00 (1.63 MM THICK) 61 80 MM PLASTIC PIPE (EDGE DRAIN) M 40.0000 86,800.00 1,286.000 51,440.00 62 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 150.0000 9,300.00 0.000 0.00 63 PERMEABLE MATERIAL (BRIDGE) M3 65.0000 3,835.00 0.000 0.00 F) 64 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 8,700.00 0.000 0.00 (1.63 MM THICK) 65 GRATED LINE DRAIN M 325.0000 55,250.00 0.000 0.00 66 610 MM WELDED STEEL PIPE CASING M 400.0000 9,200.00 0.000 0.00 (BRIDGE) 67 500 MM DUCTILE IRON PIPE (WATER) M 275.0000 41,250.00 46.330 12,740.75 68 450 MM CONCRETE FLARED END SECTION EA 900.0000 2,700.00 0.000 0.00 69 1500 MM CONCRETE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 70 150 MM GATE VALVE EA 1,000.0000 3,000.00 0.000 0.00 71 200 MM GATE VALVE EA 1,200.0000 4,800.00 0.000 0.00 72 50 MM GATE VALVE EA 500.0000 500.00 0.000 0.00 73 300 MM BUTTERFLY VALVE EA 1,500.0000 3,000.00 0.000 0.00 74 350 MM BUTTERFLY VALVE EA 2,000.0000 4,000.00 0.000 0.00 75 500 MM BUTTERFLY VALVE EA 5,000.0000 20,000.00 0.000 0.00 76 MINOR CONCRETE (BACKFILL) M3 150.0000 67,500.00 130.700 19,605.00 77 ROCK SLOPE PROTECTION M3 150.0000 16,500.00 0.000 0.00 (BACKING NO. 2, METHOD B) 78 SLOPE PAVING (CONCRETE) M3 500.0000 62,000.00 0.000 0.00 F) 79 SLOPE PAVING (MASONRY BLOCK) M2 100.0000 106,700.00 0.000 0.00 F) 80 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,000.00 0.000 0.00 81 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 85,000.00 4.380 2,190.00 21.360 10,680.00 CONSTRUCTION) 82 MINOR CONCRETE (CURB AND SIDEWALK) M3 500.0000 3,500.00 0.000 0.00 83 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 350.0000 133,000.00 19.730 6,905.50 AND DRIVEWAY) 84 MINOR CONCRETE (ISLAND PAVING) M3 350.0000 700.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (CURB RAMP) M3 350.0000 5,600.00 0.000 0.00 86 DRAINAGE PUMPING EQUIPMENT LS 75,000.0000 75,000.00 0.600 45,000.00 0.600 45,000.00 S) 87 PUMPING PLANT ELECTRICAL EQUIPMENT LS 75,000.0000 75,000.00 0.650 48,750.00 S) 88 MISCELLANEOUS IRON AND STEEL KG 2.5000 45,027.50 888.000 2,220.00 4,588.000 11,470.00 SF) 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 5,000.00 188.000 1,880.00 188.000 1,880.00 SF) 91 PUMPING PLANT METAL WORK KG 7.5000 99,750.00 2,758.000 20,685.00 2,758.000 20,685.00 SF) 92 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 53,100.00 58.000 1,740.00 58.000 1,740.00 S) 93 CHAIN LINK FENCE (TYPE CL-1.8, M 35.0000 5,600.00 0.000 0.00 S) VINYL-CLAD) 94 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 0.000 0.00 S) 95 DELINEATOR (CLASS 1) EA 35.0000 2,275.00 0.000 0.00 96 OBJECT MARKER (TYPE L) EA 100.0000 200.00 0.000 0.00 97 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 3,600.00 20.000 1,500.00 S) 98 CHAIN LINK RAILING (TYPE 7) M 100.0000 19,100.00 158.600 15,860.00 SF) 99 CONCRETE BARRIER (TYPE K) M 14.0000 8,260.00 0.000 0.00 00 CONCRETE BARRIER (TYPE 26 MODIFIED) M 375.0000 71,625.00 0.000 0.00 F) 01 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 235.0000 535,800.00 1,855.050 435,936.75 02 SINGLE THRIE BEAM BARRIER (WOOD POST) M 100.0000 13,000.00 0.000 0.00 S) 03 SINGLE THRIE BEAM BARRIER (STEEL POST) M 60.0000 7,800.00 0.000 0.00 S) 04 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 65.0000 153,400.00 0.000 0.00 S) 05 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 06 CONCRETE BARRIER (TYPE 60C) M 175.0000 13,300.00 81.650 14,288.75 07 CONCRETE BARRIER (TYPE 60D) M 110.0000 30,800.00 5.000 550.00 275.000 30,250.00 08 THERMOPLASTIC PAVEMENT MARKING M2 14.0000 5,740.00 0.000 0.00 S) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 12,675.00 1,572.080 1,179.06 S) 10 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 6,780.00 239.650 718.95 S) 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,420.00 210.300 630.90 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 220.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 760.00 256.100 256.10 S) (BROKEN 5.18 M - 2.14 M) 14 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,680.00 672.000 1,344.00 S) 15 PAVEMENT MARKER EA 30.0000 420.00 0.000 0.00 S) (RETROFLECTIVE SPECIAL TYPE D) 16 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 5.0000 1,300.00 4.000 20.00 S) TYPE C) 17 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 12.0000 19,200.00 0.000 0.00 S) TYPE G) 18 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 12.0000 7,440.00 115.000 1,380.00 S) TYPE H) 19 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.100 15,000.00 S) 20 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.100 15,000.00 0.200 30,000.00 S) 21 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.000 0.00 S) 22 SIGNAL AND LIGHTING (LOCATION 4) LS 160,000.0000 160,000.00 0.000 0.00 S) 23 LIGHTING (CITY STREET) LS 30,000.0000 30,000.00 0.100 3,000.00 S) 24 LIGHTING AND SIGN ILLUMINATION LS 140,000.0000 140,000.00 0.300 42,000.00 S) 25 INTERCONNECTION CONDUIT AND CONDUCTOR M 40.0000 14,800.00 100.000 4,000.00 S) 26 INTERCONNECTION CONDUIT AND CONDUCTOR M 40.0000 20,000.00 100.000 4,000.00 S) (CITY SYSTEM) 27 TRAFFIC OPERATING SYSTEM (LOCATION 1) LS 25,000.0000 25,000.00 0.050 1,250.00 0.250 6,250.00 S) 28 TRAFFIC OPERATING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.050 2,750.00 0.100 5,500.00 S) 29 TRAFFIC OPERATING SYSTEM (LOCATION 3) LS 15,000.0000 15,000.00 0.020 300.00 0.400 6,000.00 S) 30 TRAFFIC MONITORING STATION (LOCATION 4) LS 15,000.0000 15,000.00 0.000 0.00 S) 31 NO. 5 PULL BOX EA 300.0000 9,900.00 0.000 0.00 32 NO. 6 PULL BOX EA 325.0000 650.00 0.000 0.00 33 EMERGENCY VEHICLE DETECTOR SYSTEM EA 4,500.0000 18,000.00 0.000 0.00 34 100 MM SBC CONDUIT (BRIDGE) M 25.0000 54,625.00 1,966.000 49,150.00 1,966.000 49,150.00 35 150 MM SBC CONDUIT M 30.0000 57,960.00 1,932.000 57,960.00 SF) 36 150 MM PG&E CONDUIT (BRIDGE) M 30.0000 5,700.00 71.000 2,130.00 71.000 2,130.00 37 LOGO MEDALLION CONCRETE SURFACE LS 15,000.0000 15,000.00 0.000 0.00 TREATMENT PROGRAM CAS145 PAGE 10 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 09/23/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,031,467.41 12,980,080.79 ADJUSTMENT OF COMPENSATION 269.60 3,366.80 EXTRA WORK 13,235.40 155,144.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,044,972.41 13,138,591.96 38 MOBILIZATION LS 2900,000.0000 2,900,000.00 0.950 2,755,000.00 ORIGINAL CONTRACT AMOUNT 30,687,688.50 TOTAL WORK COMPLETED 1,044,972.41 15,893,591.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,044,972.41 15,893,591.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/24/03 600 12/09/03 00/00/00 05/06/06 198 23 0 0 51% 33% PROGRESS IS SATISFACTORY ALFONSO GONZALEZ RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 10/20/04