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 08/25/04 EST. NO.20 TIME 02:48 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 --------------------------------------------------------------------------- 002 0001-1 -328.80 A.C. @ U.P.(+) 092403 N 0001 0 DAO CORRECTING ENTRY 0001-2 265.47 092403 N 0001 0 DAO CORRECTING ENTRY 0003-1 -3,860.80 042804 N 0003 0 DAO CORRECTING ENTRY 0003-2 7,159.29 042804 N 0003 0 DAO CORRECTING ENTRY 0004-1 -384.45 042104 N 0004 0 DAO CORRECTING ENTRY 0004-2 711.59 042104 N 0004 0 DAO CORRECTING ENTRY 0004-3 -711.59 042104 N 0004 0 DAO CORRECTING ENTRY 0004-4 449.44 042104 N 0004 0 DAO CORRECTING ENTRY 0005 21,703.60 071304 N 020020 0005-1 -21,703.60 071304 N 020020 DAO CORRECTING ENTRY 0005-2 21,711.35 071304 N 020020 DAO CORRECTING ENTRY 0006 46.61 071304 N 015959 027 0001 3,181.88 E.W. @ F.A.(+) 060903 N 0157.0 0020 1,010.52 053003 N 0151.0 0021 737.22 060203 N 152.00 0022 430.04 060303 N 0153.0 0023 923.50 060403 N 154 0 0024 834.56 060503 N 155 0 0025 982.94 060603 N 156 0 0026 5,213.58 061003 N 158 0 0027 432.40 061003 N 0158.1 0028 1,153.06 060603 N 156.10 0029 1,153.06 060503 N 0155.1 0030 1,153.06 060403 N 154.10 0031 504.46 060303 N 153.10 0032 936.87 053003 N 151.10 0033 864.80 060203 N 152.10 0034 1,153.06 060903 N 157.10 040 0001 1,350.00 E.W. @ L.S.(+) 072904 N 400001 047 0001 85.73 E.W. @ F.A.(+) 051704 N 0673.0 059 0004 1,603.94 E.W. @ F.A.(+) 071403 N 0138.0 0012 1,586.99 071103 N 0342.1 061 0001 24,516.56 E.W. @ L.S.(+) 082004 N 610820 070 0001 8,465.84 E.W. @ L.S.(+) 081804 N 700818 077 0008 247.66 E.W. @ F.A.(+) 031504 N 0633.0 082 0007 498.58 E.W. @ F.A.(+) 021004 N 0527.0 090 0001 79,472.00 E.W. @ L.S.(+) 081804 N 900818 0002 4,140.00 E.W. @ U.P (+) 081804 N 090818 167,690.42 TOTAL THIS ESTIMATE 1,499,107.92 TOTAL PREVIOUS ESTIMATE 1,666,798.34 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 08/25/04 EST. NO.20 TIME 02:48 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 LATE REOPENING RETN 12,000.00 18 0.00 -26,400.00 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 O/S PRS MAY -10,000.00 18 PRS RECD APRIL 10,000.00 18 O/S PRS JULY -10,000.00 20 PRS RECD MAY 10,000.00 20 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -36,400.00 PROGRAM CAS145 PAGE 1 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 LOCATION RERUN 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 23.000 50,600.00 358.000 787,600.00 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 0.934 56,040.00 07 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.3000 20,370.00 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 110,400.00 920.000 11,040.00 15,758.880 189,106.56 10 TEMPORARY GRAVEL BAG EA 17.0000 17,000.00 1,510.000 25,670.00 11 TEMPORARY CONCRETE WASHOUT EA 2,600.0000 13,000.00 9.000 23,400.00 12 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 6,000.0000 78,000.00 8.000 48,000.00 13 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.774 11,223.00 S) 14 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.934 130,760.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 810.00 118.374 3,551.22 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 8,928.00 2,737.280 1,313.89 66,650.830 31,992.40 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 11,040.00 158.000 632.00 11,954.000 47,816.00 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 4.770 95,400.00 S) 20 TEMPORARY RAILING (TYPE K) M 13.0000 250,900.00 2,375.400 30,880.20 12,332.522 160,322.79 S) 21 TRAFFIC PLASTIC DRUM EA 25.0000 6,850.00 54.000 1,350.00 283.000 7,075.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 1.000 200.00 78.000 15,600.00 S) PROGRAM CAS145 PAGE 2 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,070.00 587.590 998.90 27,366.040 46,522.27 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 2,483.235 29,798.82 MARKING 29 REMOVE PAVEMENT MARKER EA 0.8000 10,276.00 22.000 17.60 17,062.000 13,649.60 F) 30 REMOVE ROADSIDE SIGN EA 110.0000 4,400.00 5.000 550.00 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 21.940 724.02 91.240 3,010.92 35 REMOVE INLET EA 450.0000 3,150.00 10.000 4,500.00 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 64.770 4,857.75 64.770 4,857.75 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 1.000 150.00 1.000 150.00 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 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 4,200.00 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 0.877 39,465.00 57 ROADWAY EXCAVATION M3 9.9000 815,760.00 12,456.920 123,323.51 94,857.010 939,084.40 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 3.300 99.00 163.110 4,893.30 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 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 816.00 56.600 7,697.60 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 1,000.000 22,000.00 20,189.402 444,166.84 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 2,916.750 154,587.75 11,846.215 627,849.40 85 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 402,000.00 10,242.100 512,105.00 86 PLACE ASPHALT CONCRETE DIKE M 6.5000 53,950.00 931.900 6,057.35 2,220.000 14,430.00 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 1,197,700.00 532.190 108,034.57 8,354.577 1,695,979.13 90 SEAL PAVEMENT JOINT M 5.0000 22,000.00 5,844.120 29,220.60 8,350.050 41,750.25 91 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 25,600.00 1,423.320 11,386.56 2,837.680 22,701.44 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 12.071 16,899.40 55.426 77,596.40 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 83,700.00 247.000 74,100.00 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 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.700 8,040.00 6.700 8,040.00 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 28.000 8,400.00 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 22,000.00 132.010 13,201.00 22 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 18,000.00 122.030 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 35,000.00 575.625 143,906.25 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 6,840.00 122.840 22,111.20 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 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 2,850.00 36.000 10,260.00 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 5.120 2,816.00 7.420 4,081.00 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 5.330 1,599.00 70.580 21,174.00 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 16.060 4,818.00 16.060 4,818.00 CONSTRUCTION) 43 MISCELLANEOUS IRON AND STEEL KG 3.0000 9,975.00 1,473.000 4,419.00 2,565.000 7,695.00 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 4,660.000 256,300.00 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 1.000 2,400.00 1.000 2,400.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 10,400.00 3.000 1,950.00 3.000 1,950.00 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 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 11.700 292.50 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 46,201.540 18,480.62 S) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 13,420.00 5,258.000 5,783.80 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 18,300.00 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 0.010 650.00 S) 75 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.580 232,000.00 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 0.030 7,950.00 0.240 63,600.00 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 0.960 38,400.00 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 23,965.300 23,965.30 105,617.920 105,617.92 PROGRAM CAS145 PAGE 8 DATE 08/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:48 PM ESTIMATE NO. 20 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 08/20/04 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 08/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 636,696.40 8,399,217.29 ADJUSTMENT OF COMPENSATION 25,058.11 464,295.16 EXTRA WORK 142,632.31 1,202,503.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 804,386.82 10,066,015.63 85 MOBILIZATION LS 1210,000.0000 1,210,000.00 1.000 1,210,000.00 ORIGINAL CONTRACT AMOUNT 13,600,415.00 TOTAL WORK COMPLETED 804,386.82 11,276,015.63 MATERIALS ON HAND ON SITE 154,883.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -36,400.00 TOTAL 804,386.82 11,394,499.23 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 08/25/04 350 33 -24 0 73% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO PENDING JUAREZ, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/04