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 05/22/03 EST. NO.04 TIME 01:36 PM R.E. NAME: JUAREZ, DANIEL 11-2348U4 --------------------------------------------------------------------------- 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 0005 120.97 E.W. @ F.A.(+) 040403 N 0049.0 004 0029-1 -2,532.10 E.W. @ F.A.(+) 020503 N 0023.0 DAO CORRECTING ENTRY 0034 5,197.50 021203 N 0028.0 0035 1,028.04 021103 N 0029.0 0036 146.30 021203 N 0030.0 018 0001 2,050.00 E.W. @ F.A.(+) 041903 N 0001 0 6,010.71 TOTAL THIS ESTIMATE 196,930.03 TOTAL PREVIOUS ESTIMATE 202,940.74 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 05/22/03 EST. NO.04 TIME 01:36 PM R.E. NAME: JUAREZ, DANIEL 11-2348U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -24,000.00 04 -24,000.00 -24,000.00 TOTAL DEDUCTIONS -24,000.00 -24,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 LOCATION PROGRESS ESTIMATE 11-SD-15-M18.5/M20.5 ----------------- FCI CONSTRUCTORS INC IN SAN DIEGO COUNTY IN SAN DIEGO AT 585 BUSINESS PARK DRIVE VARIOUS LOCATIONS VISTA, CA 92083-8831 FED. AID NO. ACNH-015 -4(187)18N,I-015 -4(187)18N,ACST-P056(1)N CONSTRUCT INTERCHANGE IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.250 5,625.00 002 TIME-RELATED OVERHEAD WDAY 2,200.0000 770,000.00 18.000 39,600.00 57.000 125,400.00 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 8,600.00 760.000 7,600.00 004 TEMPORARY 100 MM PVC SERVICE LINE M 26.0000 3,120.00 0.000 0.00 005 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.051 3,060.00 0.105 6,300.00 007 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.3000 20,370.00 0.000 0.00 (S) 008 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.8000 13,760.00 0.000 0.00 (S) 009 TEMPORARY FIBER ROLL M 12.0000 110,400.00 60.800 729.60 010 TEMPORARY GRAVEL BAG EA 17.0000 17,000.00 29.000 493.00 011 TEMPORARY CONCRETE WASHOUT EA 2,600.0000 13,000.00 0.000 0.00 012 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 6,000.0000 78,000.00 3.000 18,000.00 013 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.021 304.50 0.456 6,612.00 (S) 014 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.051 7,140.00 0.140 19,600.00 (S) 015 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 810.00 0.000 0.00 (S) 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 8,928.00 12,932.000 6,207.36 12,932.000 6,207.36 (S) 017 TEMPORARY PAVEMENT MARKER EA 4.0000 11,040.00 2,656.000 10,624.00 2,656.000 10,624.00 (S) 018 TEMPORARY ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 160,000.00 0.796 15,920.00 0.796 15,920.00 (S) 020 TEMPORARY RAILING (TYPE K) M 13.0000 250,900.00 4,404.000 57,252.00 8,808.000 114,504.00 (S) 021 TRAFFIC PLASTIC DRUM EA 25.0000 6,850.00 44.000 1,100.00 56.000 1,400.00 (S) 022 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 21,000.0000 21,000.00 0.000 0.00 (S) 024 REMOVE CHAIN LINK FENCE M 12.0000 6,360.00 0.000 0.00 025 REMOVE THRIE BEAM BARRIER M 25.0000 54,750.00 2,233.000 55,825.00 026 REMOVE TRAFFIC STRIPE M 1.7000 29,070.00 11,980.000 20,366.00 11,980.000 20,366.00 027 REMOVE TRAFFIC STRIPE (YELLOW) M 7.0000 8,820.00 0.000 0.00 028 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 19,800.00 60.790 729.48 60.790 729.48 MARKING 029 REMOVE PAVEMENT MARKER EA 0.8000 10,276.00 2,639.000 2,111.20 2,639.000 2,111.20 (F) 030 REMOVE ROADSIDE SIGN EA 110.0000 4,400.00 0.000 0.00 031 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 032 REMOVE SIGN PANEL EA 100.0000 1,100.00 0.000 0.00 033 REMOVE ASPHALT CONCRETE DIKE M 5.0000 12,250.00 0.000 0.00 034 REMOVE CULVERT M 33.0000 7,260.00 0.000 0.00 035 REMOVE INLET EA 450.0000 3,150.00 1.000 450.00 036 REMOVE HEADWALL EA 330.0000 330.00 0.000 0.00 037 REMOVE DOWNDRAIN M 25.0000 375.00 0.000 0.00 038 REMOVE BASE AND SURFACING M3 13.0000 5,980.00 0.000 0.00 039 RECONSTRUCT CHAIN LINK FENCE M 35.0000 735.00 0.000 0.00 (S) 040 RECONSTRUCT CHAIN LINK GATE EA 600.0000 600.00 0.000 0.00 (S) 041 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 105,000.00 0.000 0.00 (S) 042 RECONSTRUCT SIGN STRUCTURE EA 5,000.0000 10,000.00 0.000 0.00 (S) 043 RESET ROADSIDE SIGN EA 150.0000 4,650.00 0.000 0.00 044 RELOCATE IRRIGATION CONTROLLER ENCLOSURE EA 1,000.0000 1,000.00 0.000 0.00 (S) CABINET 045 RELOCATE SIGN STRUCTURE EA 10,000.0000 20,000.00 0.000 0.00 046 MODIFY INLET EA 2,500.0000 2,500.00 0.000 0.00 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.9000 100,620.00 0.000 0.00 (S) (75 MM MAXIMUM) 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.4000 127,980.00 0.000 0.00 (S) (90 MM MAXIMUM) 049 REMOVE CONCRETE SIDEWALK M3 480.0000 960.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CHANNEL) M3 80.0000 2,160.00 0.000 0.00 051 REMOVE CONCRETE BARRIER M 24.0000 15,120.00 0.000 0.00 052 CAP RISER EA 700.0000 4,900.00 1.000 700.00 053 BRIDGE REMOVAL (PORTION) LS 8,000.0000 8,000.00 0.000 0.00 054 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 0.300 13,500.00 0.300 13,500.00 055 REMOVE TREE EA 150.0000 33,000.00 176.000 26,400.00 176.000 26,400.00 056 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.051 2,295.00 0.140 6,300.00 057 ROADWAY EXCAVATION M3 9.9000 815,760.00 1,550.000 15,345.00 5,167.000 51,153.30 058 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 0.200 900.00 0.200 900.00 059 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 3,900.00 0.000 0.00 (F) 060 STRUCTURE EXCAVATION (CRIB WALL) M3 44.0000 193,600.00 0.000 0.00 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 45,486.00 0.000 0.00 (F) 062 STRUCTURE BACKFILL (CRIB WALL) M3 54.0000 313,200.00 0.000 0.00 063 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 145,485.00 0.000 0.00 (F) 064 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 21,200.00 0.000 0.00 (F) WALL) 065 LEAN CONCRETE BACKFILL M3 250.0000 6,500.00 0.000 0.00 (F) 066 DITCH EXCAVATION M3 30.0000 7,200.00 0.000 0.00 067 HIGHWAY PLANTING LS 140,000.0000 140,000.00 0.000 0.00 (S) 068 FIBER (EROSION CONTROL) KG 1.0000 8,890.00 0.000 0.00 (S) 069 COMPOST (EROSION CONTROL) KG 1.0000 9,490.00 0.000 0.00 (S) 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 2,500.00 0.000 0.00 (S) 071 PURE LIVE SEED (EROSION CONTROL) TYPE 1 KG 45.0000 4,230.00 0.000 0.00 (S) 072 PURE LIVE SEED (EROSION CONTROL) TYPE 2 KG 27.0000 2,349.00 0.000 0.00 (S) 073 PURE LIVE SEED (EROSION CONTROL) TYPE 3 KG 540.0000 270.00 0.000 0.00 (S) 074 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 150.00 0.000 0.00 (S) 075 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,780.00 0.000 0.00 (S) 076 PLANT ESTABLISHMENT WORK LS 56,000.0000 56,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 IRRIGATION SYSTEM LS 184,000.0000 184,000.00 0.000 0.00 (S) 078 50 MM BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 0.000 0.00 (S) 079 200 MM CORRUGATED HIGH DENSITY M 136.0000 14,960.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 080 EXTEND 250 MM CONDUIT M 307.0000 30,700.00 2.300 706.10 (S) 081 MAINTENANCE VEHICLE PULLOUT (MODIFIED) EA 8,500.0000 17,000.00 0.000 0.00 082 CLASS 2 AGGREGATE BASE M3 22.0000 660,000.00 4,415.000 97,130.00 4,465.000 98,230.00 083 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 5,500.00 0.000 0.00 084 ASPHALT CONCRETE (TYPE A) TONN 53.0000 1,515,800.00 5,319.470 281,931.91 5,319.470 281,931.91 085 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 402,000.00 0.000 0.00 086 PLACE ASPHALT CONCRETE DIKE M 6.5000 53,950.00 0.000 0.00 087 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 5,400.00 0.000 0.00 AREA) 088 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 8,000.00 2.360 1,180.00 2.360 1,180.00 089 CONCRETE PAVEMENT M3 203.0000 1,197,700.00 0.000 0.00 090 SEAL PAVEMENT JOINT M 5.0000 22,000.00 0.000 0.00 091 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 25,600.00 0.000 0.00 092 TIEBACK ANCHOR EA 1,800.0000 145,800.00 0.000 0.00 (S) 093 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 13,200.00 0.000 0.00 (F) 094 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 450,900.00 0.000 0.00 (F) 095 CLASS 1 CONCRETE (STRUCTURE) M3 730.0000 28,470.00 0.000 0.00 (F) 096 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 57,400.00 0.340 476.00 (F) 097 ARCHITECTURAL SURFACE M2 35.0000 77,000.00 0.000 0.00 (TEXTURED CONCRETE) 098 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 23,000.00 0.000 0.00 099 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 440.0000 246,400.00 0.000 0.00 100 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 677.0000 365,580.00 0.000 0.00 101 SOUND WALL (MASONRY BLOCK) M2 300.0000 83,700.00 0.000 0.00 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 125,443.00 0.000 0.00 (SF) 103 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 5,886.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 5 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SHOTCRETE M3 500.0000 44,000.00 0.000 0.00 (F) 105 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 109,315.00 0.000 0.00 (SF) 106 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 20,694.00 0.000 0.00 (SF) 107 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,955.00 0.000 0.00 (SF) 108 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 11,182.00 0.000 0.00 (SF) 109 760 MM CAST-IN-DRILLED-HOLE M 900.0000 3,600.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 110 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 42,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 111 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 52,500.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 112 METAL (BARRIER MOUNTED SIGN) KG 40.0000 1,480.00 0.000 0.00 113 ROADSIDE SIGN - ONE POST EA 300.0000 13,200.00 0.000 0.00 114 ROADSIDE SIGN - TWO POST EA 700.0000 7,000.00 0.000 0.00 115 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 990.00 0.000 0.00 METHOD) 116 INSTALL SIGN OVERLAY M2 500.0000 3,500.00 0.000 0.00 117 INSTALL SIGN PANEL ON EXISTING SIGN M2 60.0000 14,400.00 0.000 0.00 STRUCTURE 118 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0.00 EXISTING POST 119 INSTALL ROADSIDE SIGN EA 1,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 120 PREPARE AND STAIN CONCRETE M2 25.0000 57,500.00 0.000 0.00 121 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 22,000.00 4.780 478.00 122 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 18,000.00 0.000 0.00 123 1050 MM ALTERNATIVE PIPE CULVERT M 390.0000 3,510.00 0.000 0.00 124 450 MM REINFORCED CONCRETE PIPE M 160.0000 4,480.00 0.000 0.00 125 600 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 0.000 0.00 126 450 MM BITUMINOUS COATED SLOTTED M 325.0000 10,075.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 127 450 MM BITUMINOUS COATED CORRUGATED M 180.0000 6,840.00 0.000 0.00 STEEL PIPE DOWNDRAIN 128 100 MM PRESSURE REDUCING VALVE M 185.0000 3,145.00 0.000 0.00 ASSEMBLY 129 100 MM PVC SERVICE LINE M 35.0000 490.00 0.000 0.00 130 900 MM BITUMINOUS COATED CORRUGATED M 1,200.0000 960.00 1.900 2,280.00 STEEL PIPE INLET (2.01 MM THICK) PROGRAM CAS145 PAGE 6 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 GRATED LINE DRAIN M 285.0000 12,255.00 0.000 0.00 132 450 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,000.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 133 600 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 134 1050 MM ALTERNATIVE FLARED END SECTION EA 850.0000 850.00 0.000 0.00 135 900 MM PRECAST CONCRETE PIPE INLET M 550.0000 5,500.00 0.000 0.00 136 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 5,100.00 0.000 0.00 137 ROCK SLOPE PROTECTION M3 98.0000 2,450.00 0.000 0.00 (BACKING NO. 2, METHOD B) 138 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 78.0000 3,822.00 0.000 0.00 139 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 104.0000 1,144.00 0.000 0.00 140 CONCRETE (DITCH LINING) M3 300.0000 28,500.00 0.000 0.00 141 ROCK SLOPE PROTECTION FABRIC M2 2.5000 350.00 0.000 0.00 142 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 12,300.00 0.000 0.00 CONSTRUCTION) 143 MISCELLANEOUS IRON AND STEEL KG 3.0000 9,975.00 0.000 0.00 (SF) 144 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 0.000 0.00 (S) 145 DELINEATOR (CLASS 1) EA 35.0000 15,750.00 0.000 0.00 146 METAL BEAM GUARD RAILING M 75.0000 5,250.00 0.000 0.00 (S) 147 CONCRETE BARRIER (TYPE K) M 55.0000 267,300.00 0.000 0.00 148 TUBULAR HANDRAILING (MODIFIED) M 170.0000 25,840.00 0.000 0.00 (SF) 149 CONCRETE BARRIER (TYPE 26 MODIFIED) M 90.0000 12,330.00 0.000 0.00 (F) 150 CABLE RAILING M 25.0000 22,250.00 0.000 0.00 (SF) 151 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 7,500.00 0.000 0.00 (S) 152 TERMINAL SYSTEM (TYPE SRT) EA 2,400.0000 28,800.00 0.000 0.00 (S) 153 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 10,400.00 0.000 0.00 (S) 154 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 800.0000 1,600.00 0.000 0.00 (S) 155 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 0.000 0.00 (S) 156 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 (S) 157 CRASH CUSHION (ADIEM) EA 16,000.0000 80,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CRASH CUSHION (REACT 9SCBS) EA 44,000.0000 88,000.00 0.000 0.00 (S) 159 CONCRETE BARRIER (TYPE 60) M 110.0000 40,700.00 0.000 0.00 160 CONCRETE BARRIER (TYPE 60 MODIFIED) M 100.0000 18,000.00 0.000 0.00 161 CONCRETE BARRIER (TYPE 60C) M 180.0000 48,600.00 0.000 0.00 162 CONCRETE BARRIER (TYPE 60A MODIFIED) M 125.0000 56,000.00 0.000 0.00 (F) 163 CONCRETE BARRIER (TYPE 60E) M 250.0000 16,000.00 0.000 0.00 164 CONCRETE BARRIER (TYPE 736A) M 110.0000 15,400.00 0.000 0.00 165 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 12,750.00 0.000 0.00 (S) 166 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,080.00 0.000 0.00 (S) 167 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 6,480.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 168 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 80.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 169 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 150.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 170 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 20,640.00 0.000 0.00 (S) 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 13,420.00 0.000 0.00 (S) 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 18,300.00 0.000 0.00 (S) 173 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 174 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 (S) 175 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.000 0.00 (S) 176 TRAFFIC MONITORING STATION LS 7,200.0000 7,200.00 0.000 0.00 (S) 177 COMMUNICATION SYSTEM LS 265,000.0000 265,000.00 0.000 0.00 (S) 178 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.000 0.00 (S) 179 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.000 0.00 (S) 180 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 181 ABANDON IRRIGATION CROSSOVER EA 150.0000 1,500.00 4.000 600.00 182 CHANNELIZER EA 40.0000 880.00 0.000 0.00 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 184 EMBANKMENT M3 1.0000 62,000.00 2,129.660 2,129.66 5,166.660 5,166.66 PROGRAM CAS145 PAGE 8 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:36 PM ESTIMATE NO. 04 BID OPENING 11/14/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 605,226.11 909,998.61 ADJUSTMENT OF COMPENSATION 0.00 120,423.12 EXTRA WORK 6,010.71 82,517.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 611,236.82 1,112,939.35 185 MOBILIZATION LS 1210,000.0000 1,210,000.00 0.500 605,000.00 0.500 605,000.00 ORIGINAL CONTRACT AMOUNT 13,600,415.00 TOTAL WORK COMPLETED 1,216,236.82 1,717,939.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -24,000.00 -24,000.00 TOTAL 1,192,236.82 1,693,939.35 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 01/23/03 600 02/20/03 02/07/03 07/22/04 49 21 0 0 14% 14% PROGRESS IS SATISFACTORY JUAREZ, DANIEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 05/22/03