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 05/24/04 EST. NO.17 TIME 01:47 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 0024 820.05 E.W. @ F.A.(+) 060303 N 0084.0 0025 813.52 060403 N 0085.0 0033 1,366.83 062503 N 0096.0 0055 642.77 061903 N 0143.0 0078 1,004.15 081203 N 0165.0 0084-1 -1,004.15 081203 N 984721 DAO CORRECTING ENTRY 0088 41.01 090203 N 0648.0 002 0003 3,860.80 A.C. @ U.P.(+) 042804 N 0003 0 0004 384.45 042104 N 0004 0 007 0009 291.10 E.W. @ F.A.(+) 062403 N 0140.0 008 0033 854.06 E.W. @ F.A.(+) 110403 N 0632.0 0034 1,856.26 070203 N 0127.0 015 0020 408.85 E.W. @ F.A.(+) 030204 N 0587.0 0021 92.34 030504 N 0600.0 0023 168.58 021904 N 0524.0 059 0001 123.02 E.W. @ F.A.(+) 071803 N 0133.0 0002 240.78 071903 N 0134.0 0003 123.02 071703 N 0135.0 0005 123.02 072203 N 989138 0006 123.02 072103 N 989166 0007 334.39 071503 N 989167 0008 114.40 081103 N 0662.0 069 0001 26,729.00 E.W. @ U.P (+) 052004 N 690520 071 0001 525.00 E.W. @ U.P (+) 022004 N 0001 0 077 0007-1 -155,007.01 A.C. @ U.P.(+) 032004 N 0007 0 DAO CORRECTING ENTRY 0007-2 154,395.49 032004 N 0007 0 DAO CORRECTING ENTRY 0009 49,590.03 051703 N 770517 0009-1 -49,590.03 051703 N 770517 DAO CORRECTING ENTRY 0009-2 23,340.03 051703 N 770517 DAO CORRECTING ENTRY 0010 15,104.80 051804 N 770518 0011 10,875.00 E.W. @ L.S.(+) 051804 N 11 0 0012 61,545.00 E.W. @ U.P (+) 052004 N 12 0 0013 8,780.80 A.C. @ U.P.(+) 051804 N 13 0 0014 27,650.00 E.W. @ U.P (+) 052004 N 14 0 0015 12,465.93 A.C. @ U.P.(+) 052004 N 15 0 081 0002 1,515.64 E.W. @ F.A.(+) 110803 N 0308.0 0003 1,225.83 110903 N 0311.0 0004 1,899.95 110803 N 0312.0 0039 15,502.41 110803 N 0635.0 0040 6,432.49 120903 N 0636.0 0042 422.64 032304 N 0639.0 0043 1,676.75 120403 N 0638.0 0045 8,225.49 110903 N 0654.0 082 0011 87.70 E.W. @ F.A.(+) 032204 N 0602.0 110 0004 4,163.24 E.W. @ F.A.(+) 012104 N 0474.0 240,338.45 TOTAL THIS ESTIMATE 1,072,421.48 TOTAL PREVIOUS ESTIMATE 1,312,759.93 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 05/24/04 EST. NO.17 TIME 01:47 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 LATE OPEN 5-22-03 -12,000.00 06 OUT-OF-SPEC CLII -2,400.00 16 0.00 -38,400.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD MAY 1,000.00 07 MAY CORRECTION 9,000.00 08 O/S PRS JULY -10,000.00 08 PRS RECD JUNE 10,000.00 08 O/S PRS AUG -10,000.00 09 PRS RECD JULY 10,000.00 09 O/S PRS SEPT -10,000.00 10 O/S PRS OCT -10,000.00 11 PRS RECD AUG 10,000.00 11 PRS RECD SEPT 10,000.00 11 O/S PRS NOV -10,000.00 12 PRS RECD OCT 10,000.00 15 O/S PRS MARCH -10,000.00 16 PRS RECD NOV 10,000.00 16 O/S PRS APRIL -10,000.00 17 PRS RECD MARCH 10,000.00 17 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -48,400.00 PROGRAM CAS145 PAGE 1 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.500 11,250.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 770,000.00 22.000 48,400.00 294.000 646,800.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 8,600.00 760.000 7,600.00 04 TEMPORARY 100 MM PVC SERVICE LINE M 26.0000 3,120.00 18.300 475.80 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.063 3,780.00 0.817 49,020.00 07 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.3000 20,370.00 22,800.000 6,840.00 84,673.000 25,401.90 S) 08 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.8000 13,760.00 26,060.000 20,848.00 S) 09 TEMPORARY FIBER ROLL M 12.0000 110,400.00 2,164.080 25,968.96 14,838.880 178,066.56 10 TEMPORARY GRAVEL BAG EA 17.0000 17,000.00 1,389.000 23,613.00 11 TEMPORARY CONCRETE WASHOUT EA 2,600.0000 13,000.00 5.000 13,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 6,000.0000 78,000.00 1.000 6,000.00 7.000 42,000.00 13 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.025 362.50 0.727 10,541.50 S) 14 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.063 8,820.00 0.817 114,380.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 810.00 32.780 983.40 81.430 2,442.90 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 8,928.00 60,804.000 29,185.92 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 11,040.00 11,573.000 46,292.00 S) 18 TEMPORARY ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.780 7,800.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 160,000.00 0.220 4,400.00 4.360 87,200.00 S) 20 TEMPORARY RAILING (TYPE K) M 13.0000 250,900.00 603.530 7,845.89 13,933.582 181,136.57 S) 21 TRAFFIC PLASTIC DRUM EA 25.0000 6,850.00 165.000 4,125.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 77.000 15,400.00 S) PROGRAM CAS145 PAGE 2 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 21,000.0000 21,000.00 0.000 0.00 S) 24 REMOVE CHAIN LINK FENCE M 12.0000 6,360.00 214.200 2,570.40 25 REMOVE THRIE BEAM BARRIER M 25.0000 54,750.00 2,233.000 55,825.00 26 REMOVE TRAFFIC STRIPE M 1.7000 29,070.00 6,653.500 11,310.95 26,217.250 44,569.33 27 REMOVE TRAFFIC STRIPE (YELLOW) M 7.0000 8,820.00 3,462.000 24,234.00 28 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 19,800.00 7.990 95.88 2,392.345 28,708.14 MARKING 29 REMOVE PAVEMENT MARKER EA 0.8000 10,276.00 2,478.000 1,982.40 16,816.000 13,452.80 F) 30 REMOVE ROADSIDE SIGN EA 110.0000 4,400.00 0.000 0.00 31 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 32 REMOVE SIGN PANEL EA 100.0000 1,100.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE DIKE M 5.0000 12,250.00 45.000 225.00 34 REMOVE CULVERT M 33.0000 7,260.00 3.600 118.80 54.300 1,791.90 35 REMOVE INLET EA 450.0000 3,150.00 1.000 450.00 6.000 2,700.00 36 REMOVE HEADWALL EA 330.0000 330.00 1.000 330.00 37 REMOVE DOWNDRAIN M 25.0000 375.00 0.000 0.00 38 REMOVE BASE AND SURFACING M3 13.0000 5,980.00 0.000 0.00 39 RECONSTRUCT CHAIN LINK FENCE M 35.0000 735.00 0.000 0.00 S) 40 RECONSTRUCT CHAIN LINK GATE EA 600.0000 600.00 0.000 0.00 S) 41 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 105,000.00 0.000 0.00 S) 42 RECONSTRUCT SIGN STRUCTURE EA 5,000.0000 10,000.00 0.000 0.00 S) 43 RESET ROADSIDE SIGN EA 150.0000 4,650.00 0.000 0.00 44 RELOCATE IRRIGATION CONTROLLER ENCLOSURE EA 1,000.0000 1,000.00 0.000 0.00 S) CABINET 45 RELOCATE SIGN STRUCTURE EA 10,000.0000 20,000.00 1.000 10,000.00 46 MODIFY INLET EA 2,500.0000 2,500.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.9000 100,620.00 0.000 0.00 S) (75 MM MAXIMUM) 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.4000 127,980.00 0.000 0.00 S) (90 MM MAXIMUM) 49 REMOVE CONCRETE SIDEWALK M3 480.0000 960.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CHANNEL) M3 80.0000 2,160.00 3.240 259.20 51 REMOVE CONCRETE BARRIER M 24.0000 15,120.00 690.000 16,560.00 52 CAP RISER EA 700.0000 4,900.00 1.000 700.00 4.000 2,800.00 53 BRIDGE REMOVAL (PORTION) LS 8,000.0000 8,000.00 0.000 0.00 54 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 0.850 38,250.00 55 REMOVE TREE EA 150.0000 33,000.00 401.000 60,150.00 56 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.012 540.00 0.709 31,905.00 57 ROADWAY EXCAVATION M3 9.9000 815,760.00 8,831.440 87,431.26 56,423.410 558,591.76 58 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 59 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 3,900.00 26.000 3,900.00 F) 60 STRUCTURE EXCAVATION (CRIB WALL) M3 44.0000 193,600.00 0.000 0.00 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 45,486.00 2,236.140 40,250.52 F) 62 STRUCTURE BACKFILL (CRIB WALL) M3 54.0000 313,200.00 0.000 0.00 63 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 145,485.00 2,426.000 109,170.00 F) 64 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 21,200.00 305.000 15,250.00 F) WALL) 65 LEAN CONCRETE BACKFILL M3 250.0000 6,500.00 26.000 6,500.00 F) 66 DITCH EXCAVATION M3 30.0000 7,200.00 73.290 2,198.70 159.810 4,794.30 67 HIGHWAY PLANTING LS 140,000.0000 140,000.00 0.000 0.00 S) 68 FIBER (EROSION CONTROL) KG 1.0000 8,890.00 0.000 0.00 S) 69 COMPOST (EROSION CONTROL) KG 1.0000 9,490.00 0.000 0.00 S) 70 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 2,500.00 0.000 0.00 S) 71 PURE LIVE SEED (EROSION CONTROL) TYPE 1 KG 45.0000 4,230.00 0.000 0.00 S) 72 PURE LIVE SEED (EROSION CONTROL) TYPE 2 KG 27.0000 2,349.00 0.000 0.00 S) 73 PURE LIVE SEED (EROSION CONTROL) TYPE 3 KG 540.0000 270.00 0.000 0.00 S) 74 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 150.00 0.000 0.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,780.00 0.000 0.00 S) 76 PLANT ESTABLISHMENT WORK LS 56,000.0000 56,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 184,000.0000 184,000.00 0.000 0.00 S) 78 50 MM BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 0.000 0.00 S) 79 200 MM CORRUGATED HIGH DENSITY M 136.0000 14,960.00 13.600 1,849.60 50.600 6,881.60 S) POLYETHYLENE PIPE CONDUIT 80 EXTEND 250 MM CONDUIT M 307.0000 30,700.00 13.000 3,991.00 S) 81 MAINTENANCE VEHICLE PULLOUT (MODIFIED) EA 8,500.0000 17,000.00 0.000 0.00 82 CLASS 2 AGGREGATE BASE M3 22.0000 660,000.00 3,255.960 71,631.12 13,490.002 296,780.04 83 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 5,500.00 0.000 0.00 84 ASPHALT CONCRETE (TYPE A) TONN 53.0000 1,515,800.00 309.865 16,422.85 7,307.175 387,280.28 85 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 402,000.00 3,118.000 155,900.00 5,178.600 258,930.00 86 PLACE ASPHALT CONCRETE DIKE M 6.5000 53,950.00 212.200 1,379.30 909.100 5,909.15 87 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 5,400.00 0.000 0.00 AREA) 88 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 8,000.00 2.360 1,180.00 89 CONCRETE PAVEMENT M3 203.0000 1,197,700.00 1,581.503 321,045.11 90 SEAL PAVEMENT JOINT M 5.0000 22,000.00 382.400 1,912.00 1,518.930 7,594.65 91 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 25,600.00 282.200 2,257.60 1,735.360 13,882.88 92 TIEBACK ANCHOR EA 1,800.0000 145,800.00 0.000 0.00 S) 93 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 13,200.00 0.000 0.00 F) 94 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 450,900.00 1,323.000 396,900.00 F) 95 CLASS 1 CONCRETE (STRUCTURE) M3 730.0000 28,470.00 56.010 40,887.30 F) 96 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 57,400.00 3.570 4,998.00 39.135 54,789.00 F) 97 ARCHITECTURAL SURFACE M2 35.0000 77,000.00 1,612.813 56,448.46 (TEXTURED CONCRETE) 98 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 23,000.00 0.000 0.00 99 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 440.0000 246,400.00 0.000 0.00 00 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 677.0000 365,580.00 0.000 0.00 01 SOUND WALL (MASONRY BLOCK) M2 300.0000 83,700.00 202.000 60,600.00 F) 02 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 125,443.00 53,700.750 91,291.28 SF) 03 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 5,886.00 1,744.600 3,489.20 SF) PROGRAM CAS145 PAGE 5 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SHOTCRETE M3 500.0000 44,000.00 0.000 0.00 F) 05 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 109,315.00 0.000 0.00 SF) 06 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 20,694.00 0.000 0.00 SF) 07 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,955.00 0.000 0.00 SF) 08 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 11,182.00 0.000 0.00 SF) 09 760 MM CAST-IN-DRILLED-HOLE M 900.0000 3,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 10 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 42,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 52,500.00 20.300 30,450.00 S) CONCRETE PILE (SIGN FOUNDATION) 12 METAL (BARRIER MOUNTED SIGN) KG 40.0000 1,480.00 0.000 0.00 13 ROADSIDE SIGN - ONE POST EA 300.0000 13,200.00 17.000 5,100.00 17.000 5,100.00 14 ROADSIDE SIGN - TWO POST EA 700.0000 7,000.00 3.000 2,100.00 15 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 990.00 0.000 0.00 METHOD) 16 INSTALL SIGN OVERLAY M2 500.0000 3,500.00 0.000 0.00 17 INSTALL SIGN PANEL ON EXISTING SIGN M2 60.0000 14,400.00 0.000 0.00 STRUCTURE 18 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0.00 EXISTING POST 19 INSTALL ROADSIDE SIGN EA 1,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 20 PREPARE AND STAIN CONCRETE M2 25.0000 57,500.00 0.000 0.00 21 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 22,000.00 26.230 2,623.00 132.010 13,201.00 22 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 18,000.00 74.940 11,241.00 122.030 18,304.50 23 1050 MM ALTERNATIVE PIPE CULVERT M 390.0000 3,510.00 0.000 0.00 24 450 MM REINFORCED CONCRETE PIPE M 160.0000 4,480.00 31.000 4,960.00 25 600 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 14.210 3,552.50 575.625 143,906.25 26 450 MM BITUMINOUS COATED SLOTTED M 325.0000 10,075.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 27 450 MM BITUMINOUS COATED CORRUGATED M 180.0000 6,840.00 95.640 17,215.20 STEEL PIPE DOWNDRAIN 28 100 MM PRESSURE REDUCING VALVE M 185.0000 3,145.00 0.000 0.00 ASSEMBLY 29 100 MM PVC SERVICE LINE M 35.0000 490.00 0.000 0.00 30 900 MM BITUMINOUS COATED CORRUGATED M 1,200.0000 960.00 5.540 6,648.00 STEEL PIPE INLET (2.01 MM THICK) PROGRAM CAS145 PAGE 6 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 GRATED LINE DRAIN M 285.0000 12,255.00 13.000 3,705.00 26.000 7,410.00 32 450 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,000.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 33 600 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 34 1050 MM ALTERNATIVE FLARED END SECTION EA 850.0000 850.00 0.000 0.00 35 900 MM PRECAST CONCRETE PIPE INLET M 550.0000 5,500.00 2.300 1,265.00 36 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 5,100.00 201.070 15,080.25 37 ROCK SLOPE PROTECTION M3 98.0000 2,450.00 9.010 882.98 (BACKING NO. 2, METHOD B) 38 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 78.0000 3,822.00 78.950 6,158.10 39 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 104.0000 1,144.00 16.380 1,703.52 40 CONCRETE (DITCH LINING) M3 300.0000 28,500.00 25.540 7,662.00 65.250 19,575.00 41 ROCK SLOPE PROTECTION FABRIC M2 2.5000 350.00 581.800 1,454.50 42 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 12,300.00 0.000 0.00 CONSTRUCTION) 43 MISCELLANEOUS IRON AND STEEL KG 3.0000 9,975.00 364.000 1,092.00 768.000 2,304.00 SF) 44 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 0.000 0.00 S) 45 DELINEATOR (CLASS 1) EA 35.0000 15,750.00 0.000 0.00 46 METAL BEAM GUARD RAILING M 75.0000 5,250.00 0.000 0.00 S) 47 CONCRETE BARRIER (TYPE K) M 55.0000 267,300.00 256.000 14,080.00 2,575.000 141,625.00 48 TUBULAR HANDRAILING (MODIFIED) M 170.0000 25,840.00 0.000 0.00 SF) 49 CONCRETE BARRIER (TYPE 26 MODIFIED) M 90.0000 12,330.00 0.000 0.00 F) 50 CABLE RAILING M 25.0000 22,250.00 510.000 12,750.00 SF) 51 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 7,500.00 0.000 0.00 S) 52 TERMINAL SYSTEM (TYPE SRT) EA 2,400.0000 28,800.00 0.000 0.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 10,400.00 0.000 0.00 S) 54 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 800.0000 1,600.00 0.000 0.00 S) 55 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 0.000 0.00 S) 56 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 S) 57 CRASH CUSHION (ADIEM) EA 16,000.0000 80,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CRASH CUSHION (REACT 9SCBS) EA 44,000.0000 88,000.00 0.000 0.00 S) 59 CONCRETE BARRIER (TYPE 60) M 110.0000 40,700.00 24.000 2,640.00 24.000 2,640.00 60 CONCRETE BARRIER (TYPE 60 MODIFIED) M 100.0000 18,000.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 60C) M 180.0000 48,600.00 36.000 6,480.00 36.000 6,480.00 62 CONCRETE BARRIER (TYPE 60A MODIFIED) M 125.0000 56,000.00 0.000 0.00 F) 63 CONCRETE BARRIER (TYPE 60E) M 250.0000 16,000.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 736A) M 110.0000 15,400.00 0.000 0.00 65 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 12,750.00 0.000 0.00 S) 66 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,080.00 0.000 0.00 S) 67 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 6,480.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 68 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 80.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 69 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 150.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 70 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 20,640.00 19,200.000 7,680.00 45,684.040 18,273.62 S) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 13,420.00 1,158.000 1,273.80 5,258.000 5,783.80 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 18,300.00 2,377.000 7,131.00 3,964.000 11,892.00 S) 73 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 S) 74 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 S) 75 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.050 20,000.00 0.370 148,000.00 S) 76 TRAFFIC MONITORING STATION LS 7,200.0000 7,200.00 0.000 0.00 S) 77 COMMUNICATION SYSTEM LS 265,000.0000 265,000.00 0.210 55,650.00 S) 78 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.000 0.00 S) 79 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.000 0.00 S) 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 ABANDON IRRIGATION CROSSOVER EA 150.0000 1,500.00 6.000 900.00 82 CHANNELIZER EA 40.0000 880.00 0.000 0.00 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 EMBANKMENT M3 1.0000 62,000.00 3,515.930 3,515.93 81,652.620 81,652.62 PROGRAM CAS145 PAGE 8 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 01:47 PM ESTIMATE NO. 17 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 05/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 572,355.44 5,394,611.79 ADJUSTMENT OF COMPENSATION 63,325.29 442,918.05 EXTRA WORK 177,013.16 869,841.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 812,693.89 6,707,371.72 85 MOBILIZATION LS 1210,000.0000 1,210,000.00 0.050 60,500.00 1.000 1,210,000.00 ORIGINAL CONTRACT AMOUNT 13,600,415.00 TOTAL WORK COMPLETED 873,193.89 7,917,371.72 MATERIALS ON HAND ON SITE 230,310.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -48,400.00 TOTAL 873,193.89 8,099,281.96 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 01/23/03 600 02/20/03 02/07/03 06/25/04 286 33 40 0 55% 73% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO PENDING JUAREZ, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/04