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 09/20/05 EST. NO.21 TIME 10:26 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 0293 86.33 E.W. @ F.A.(+) 071305 N 0739.0 0294 206.01 082405 N 0743.0 0295 374.68 082505 N 0744.0 0296 269.88 082705 N 0745.0 002 0020 151.20 A.C. @ U.P.(+) 063005 N 0740.0 0021 152.00 073105 N 0741.0 0022 74.40 083105 N 0749.0 004 0011 1,223.75 E.W. @ F.A.(+) 082405 N 0742.0 005 0104 364.24 E.W. @ F.A.(+) 072505 N 0723.0 0105 702.69 072605 N 0724.0 0106 702.69 072705 N 0725.0 0107 910.63 073105 N 0726.0 0108 948.86 071405 N 0731.0 0109 295.70 072605 N 0732.0 0110 591.40 072705 N 0733.0 018 0027 616.05 E.W. @ F.A.(+) 062405 N 0730.0 0029 740.49 061005 N 0759.0 028 0017 351.33 E.W. @ F.A.(+) 080405 N 0727.0 029 0004 1,303.81 E.W. @ F.A.(+) 080105 N 0736.0 10,066.14 TOTAL THIS ESTIMATE 916,205.91 TOTAL PREVIOUS ESTIMATE 926,272.05 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 09/20/05 EST. NO.21 TIME 10:26 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 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 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 0.750 15,000.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 900,000.00 21.000 31,500.00 394.000 591,000.00 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 66.300 1,326.00 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 0.700 59,500.00 S) 07 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 22,000.00 88.000 35,200.00 S) 08 TEMPORARY EROSION CONTROL M2 0.5000 15,800.00 70,957.360 35,478.68 S) 09 TEMPORARY SILT FENCE M 15.0000 39,150.00 2,417.300 36,259.50 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 16,000.00 8.000 16,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 34,000.00 13.000 26,000.00 S) 12 TEMPORARY COVER M2 2.0000 27,000.00 10,111.280 20,222.56 S) 13 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.850 25,500.00 S) 14 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.020 2,000.00 0.900 90,000.00 S) 15 TYPE III BARRICADE EA 100.0000 5,200.00 31.000 3,100.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 3,250.00 350.630 8,765.75 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 144,000.00 4,660.000 20,970.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 14,085.00 22,790.990 34,186.49 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,600.00 24.000 960.00 285.000 11,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 43,200.00 5,073.000 20,292.00 S) 21 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 4.000 8,000.00 S) 22 TEMPORARY SIGNAL SYSTEM LS 150,000.0000 150,000.00 0.950 142,500.00 S) PROGRAM CAS145 PAGE 2 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,791.890 61,421.58 16,856.570 370,844.54 S) 25 TEMPORARY CRASH CUSHION MODULE EA 300.0000 78,000.00 101.000 30,300.00 S) 26 ABANDON CULVERT EA 1,000.0000 33,000.00 17.000 17,000.00 27 ABANDON STORAGE BOX LS 30,000.0000 30,000.00 1.000 30,000.00 28 ABANDON INLET EA 750.0000 2,250.00 2.000 1,500.00 29 ABANDON SEWER PIPE EA 1,500.0000 37,500.00 25.000 37,500.00 30 REMOVE CHAIN LINK FENCE M 6.0000 31,080.00 4,671.000 28,026.00 31 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,500.00 115.060 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 6,704.020 13,408.04 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 1,799.000 2,698.50 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,500.00 35.000 3,500.00 38 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 400.00 2.000 200.00 39 REMOVE ROADSIDE SIGN PANEL EA 100.0000 900.00 7.000 700.00 40 REMOVE CULVERT M 35.0000 35,700.00 591.680 20,708.80 41 REMOVE INLET EA 600.0000 26,400.00 27.000 16,200.00 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 21.000 21,000.00 44 REMOVE SEWER PIPE M 120.0000 7,560.00 7.000 840.00 45 REMOVE CONCRETE PAVEMENT M3 75.0000 3,750.00 50.000 3,750.00 46 REMOVE BASE AND SURFACING M3 12.5000 94,450.00 3,075.500 38,443.75 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 1.000 275.00 49 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 600.00 1.000 200.00 PROGRAM CAS145 PAGE 3 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,750.000 13,500.00 17,722.000 35,444.00 S) (45 MM MAXIMUM) 58 COLD PLANE ASPHALT CONCRETE M2 10.0000 22,100.00 2,210.000 22,100.00 S) (1100 MM MAXIMUM) 59 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 60.0000 12,000.00 217.230 13,033.80 60 REMOVE CONCRETE (CURB AND GUTTER) M 8.0000 13,040.00 11.280 90.24 1,414.090 11,312.72 61 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 19,050.00 146.300 2,194.50 62 REMOVE CONCRETE BARRIER (TYPE 60 C) M 35.0000 24,500.00 224.000 7,840.00 224.000 7,840.00 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 68,700.00 650.000 19,500.00 1,785.000 53,550.00 65 REMOVE CONCRETE (MISCELLANEOUS) M3 75.0000 27,750.00 316.530 23,739.75 66 REMOVE CRASH CUSHION (SAND FILLED) EA 225.0000 10,575.00 47.000 10,575.00 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 0.900 81,000.00 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 1.000 26,000.00 71 ROADWAY EXCAVATION M3 10.8000 4,125,600.00 4,275.000 46,170.00 374,900.370 4,048,924.00 72 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 201,600.00 16,800.000 201,600.00 (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 42,750.00 855.000 42,750.00 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 1,895.000 56,850.00 F) PROGRAM CAS145 PAGE 4 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,600.00 532.000 26,600.00 F) 79 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 53,000.00 637.000 31,850.00 80 LOW EXPANSION BACKFILL MATERIAL M3 35.0000 105,000.00 2,250.000 78,750.00 F) 81 SAND BACKFILL M3 110.0000 83,600.00 781.400 85,954.00 82 DITCH EXCAVATION M3 10.0000 66,700.00 4,939.000 49,390.00 83 EROSION CONTROL (BLANKET) M2 2.0000 119,000.00 4,938.000 9,876.00 11,158.000 22,316.00 S) 84 STRAW (EROSION CONTROL TYPE D) TONN 400.0000 7,600.00 4.900 1,960.00 21.480 8,592.00 S) 85 FIBER (EROSION CONTROL) KG 0.7500 2,257.50 777.000 582.75 4,404.990 3,303.74 S) 86 FIBER ROLLS M 14.0000 105,000.00 1,282.600 17,956.40 5,109.110 71,527.54 87 FIBER ROLL CHECK DAM EA 600.0000 1,200.00 1.000 600.00 88 COMPOST (EROSION CONTROL) KG 0.7500 6,630.00 2,283.000 1,712.25 9,705.520 7,279.14 S) 89 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750.00 4.000 3,000.00 S) 90 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 22,400.00 72.300 5,784.00 297.730 23,818.40 S) 91 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,980.00 170.000 510.00 756.240 2,268.72 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 76.000 12,540.00 76.000 12,540.00 94 500 MM WATER LINE (BRIDGE) M 165.0000 15,675.00 95.000 15,675.00 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 48,000.00 244.000 24,400.00 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 800,800.00 500.000 11,000.00 27,307.000 600,754.00 99 AGGREGATE BASE M3 300.0000 750.00 2.500 750.00 00 CLASS 3 AGGREGATE BASE M3 40.0000 680,000.00 1,526.000 61,040.00 11,074.000 442,960.00 01 LEAN CONCRETE BASE M3 95.0000 1,320,500.00 10,311.260 979,569.70 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 4,253.140 225,416.42 27,280.384 1,445,860.35 PROGRAM CAS145 PAGE 5 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,552.630 20,421.04 AREA) 06 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 13,480.00 828.000 3,312.00 1,282.000 5,128.00 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 1.880 1,128.00 10 CONCRETE PAVEMENT M3 155.0000 2,681,500.00 17,179.130 2,662,765.15 11 SEAL PAVEMENT JOINT M 3.5000 93,100.00 19,953.000 69,835.50 12 FURNISH PILING (CLASS 625) M 70.0000 140,700.00 2,010.000 140,700.00 (ALTERNATIVE W) 13 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,500.0000 222,000.00 148.000 222,000.00 S) 14 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 798,750.00 6,386.480 798,310.00 S) PILING (BARRIER) 15 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 0.240 18,000.00 0.990 74,250.00 S) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 67,200.00 192.000 67,200.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,296,000.00 2,140.000 1,284,000.00 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 193,000.00 386.000 193,000.00 F) (SOUND WALL) 20 STRUCTURE CONCRETE (PUMPING PLANT) M3 600.0000 478,200.00 797.000 478,200.00 F) 21 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 22,050.00 24.500 11,025.00 F) (TYPE EQ) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 357,650.00 14.950 17,192.50 213.150 245,122.50 SF) 23 FRACTURED FIN TEXTURE M2 75.0000 14,700.00 127.000 9,525.00 24 INSTALL FLUSHING HYDRANT EA 5,000.0000 5,000.00 1.000 5,000.00 25 SOUND WALL (RETAINING WALL) M2 175.0000 107,100.00 612.000 107,100.00 SF) 26 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 200.0000 1,571,600.00 7,858.000 1,571,600.00 SF) 27 CONCRETE MEDALION EA 2,500.0000 15,000.00 6.000 15,000.00 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 395,750.00 316,600.000 395,750.00 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 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 82,700.000 124,050.00 SF) 32 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 5,677.00 811.000 5,677.00 F) WITH WALKWAY) 33 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 4,866.00 811.000 4,866.00 SF)WITH WALKWAY) 34 FURNISH SIGN STRUCTURE (TRUSS) KG 3.5000 69,860.00 9,622.000 33,677.00 F) 35 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 10,978.00 9,622.000 5,292.10 SF) 36 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 55,200.00 4.200 5,040.00 45.600 54,720.00 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 1.000 175.00 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 66.220 9,933.00 149.830 22,474.50 44 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 249,600.00 85.800 13,728.00 971.920 155,507.20 45 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 360,000.00 293.400 52,812.00 1,575.870 283,656.60 46 750 MM ALTERNATIVE PIPE CULVERT M 600.0000 6,600.00 10.300 6,180.00 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 156,000.00 519.010 155,703.00 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 0.610 106.75 81.120 14,196.00 S) 51 50 MM COPPER PIPE (WATER SUPPLY) M 60.0000 10,200.00 170.600 10,236.00 189.960 11,397.60 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 36.600 7,320.00 103.660 20,732.00 54 300 MM PVC (WATER SUPPLY) M 225.0000 27,000.00 36.580 8,230.50 55 350 MM PVC (WATER SUPPLY) M 250.0000 27,500.00 110.000 27,500.00 56 450 MM PLASTIC PIPE M 200.0000 68,000.00 33.630 6,726.00 315.740 63,148.00 57 600 MM PLASTIC PIPE M 300.0000 75,000.00 27.600 8,280.00 145.590 43,677.00 PROGRAM CAS145 PAGE 7 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.850 6,462.50 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 2,170.000 86,800.00 62 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 150.0000 9,300.00 13.000 1,950.00 63 PERMEABLE MATERIAL (BRIDGE) M3 65.0000 3,835.00 59.000 3,835.00 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 22.900 9,160.00 (BRIDGE) 67 500 MM DUCTILE IRON PIPE (WATER) M 275.0000 41,250.00 150.000 41,250.00 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 1.000 1,400.00 70 150 MM GATE VALVE EA 1,000.0000 3,000.00 3.000 3,000.00 71 200 MM GATE VALVE EA 1,200.0000 4,800.00 1.000 1,200.00 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 1.000 1,500.00 74 350 MM BUTTERFLY VALVE EA 2,000.0000 4,000.00 2.000 4,000.00 75 500 MM BUTTERFLY VALVE EA 5,000.0000 20,000.00 4.000 20,000.00 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 62.000 9,300.00 (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 1,000.00 156.000 624.00 81 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 85,000.00 14.880 7,440.00 53.400 26,700.00 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 11.160 3,906.00 96.510 33,778.50 AND DRIVEWAY) 84 MINOR CONCRETE (ISLAND PAVING) M3 350.0000 700.00 2.000 700.00 PROGRAM CAS145 PAGE 8 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 71,250.00 S) 87 PUMPING PLANT ELECTRICAL EQUIPMENT LS 75,000.0000 75,000.00 0.980 73,500.00 S) 88 MISCELLANEOUS IRON AND STEEL KG 2.5000 45,027.50 7,626.000 19,065.00 SF) 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 5,000.00 250.000 2,500.00 SF) 91 PUMPING PLANT METAL WORK KG 7.5000 99,750.00 13,300.000 99,750.00 SF) 92 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 53,100.00 510.170 15,305.10 S) 93 CHAIN LINK FENCE (TYPE CL-1.8, M 35.0000 5,600.00 158.600 5,551.00 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 95.500 9,550.00 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 96.000 36,000.00 F) 01 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 235.0000 535,800.00 2,278.670 535,487.45 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 30,800.00 275.000 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 2,097.550 1,573.16 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 3,420.00 435.300 1,305.90 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,973.000 3,946.00 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 28.000 140.00 S) TYPE C) 17 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 12.0000 19,200.00 329.000 3,948.00 S) TYPE G) 18 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 12.0000 7,440.00 0.000 0.00 S) TYPE H) 19 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.050 7,500.00 0.500 75,000.00 S) 20 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.100 15,000.00 0.500 75,000.00 S) 21 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.050 7,000.00 0.500 70,000.00 S) 22 SIGNAL AND LIGHTING (LOCATION 4) LS 160,000.0000 160,000.00 0.100 16,000.00 0.500 80,000.00 S) 23 LIGHTING (CITY STREET) LS 30,000.0000 30,000.00 0.950 28,500.00 S) 24 LIGHTING AND SIGN ILLUMINATION LS 140,000.0000 140,000.00 0.020 2,800.00 0.600 84,000.00 S) 25 INTERCONNECTION CONDUIT AND CONDUCTOR M 40.0000 14,800.00 370.000 14,800.00 S) 26 INTERCONNECTION CONDUIT AND CONDUCTOR M 40.0000 20,000.00 500.000 20,000.00 S) (CITY SYSTEM) 27 TRAFFIC OPERATING SYSTEM (LOCATION 1) LS 25,000.0000 25,000.00 0.050 1,250.00 0.750 18,750.00 S) 28 TRAFFIC OPERATING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.750 41,250.00 S) 29 TRAFFIC OPERATING SYSTEM (LOCATION 3) LS 15,000.0000 15,000.00 0.100 1,500.00 0.700 10,500.00 S) 30 TRAFFIC MONITORING STATION (LOCATION 4) LS 15,000.0000 15,000.00 0.450 6,750.00 S) 31 NO. 5 PULL BOX EA 300.0000 9,900.00 33.000 9,900.00 32 NO. 6 PULL BOX EA 325.0000 650.00 2.000 650.00 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 2,185.000 54,625.00 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 5,700.00 190.000 5,700.00 37 LOGO MEDALLION CONCRETE SURFACE LS 15,000.0000 15,000.00 0.500 7,500.00 TREATMENT PROGRAM CAS145 PAGE 10 DATE 09/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-229014 TIME 10:26 AM ESTIMATE NO. 21 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 09/20/05 R.E. NAME: ALFONSO GONZALEZ DATE OF THIS ESTIMATE 09/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 747,191.89 22,472,944.57 ADJUSTMENT OF COMPENSATION 377.60 139,271.45 EXTRA WORK 9,688.54 787,000.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 757,258.03 23,399,216.62 38 MOBILIZATION LS 2900,000.0000 2,900,000.00 1.000 2,900,000.00 ORIGINAL CONTRACT AMOUNT 30,687,688.50 TOTAL WORK COMPLETED 757,258.03 26,299,216.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 757,258.03 26,299,216.62 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 05/06/06 394 58 0 0 82% 66% PROGRESS IS SATISFACTORY ALFONSO GONZALEZ RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/05