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 01/24/05 EST. NO.25 TIME 02:02 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 0096 1,332.48 E.W. @ F.A.(+) 081904 N 0720.0 0113 5,354.44 092304 N 0808.0 0114 399.01 100203 N 0258.1 0116 784.35 090204 N 0881.0 0117 1,617.44 091404 N 0882.0 004 0044 916.30 E.W. @ F.A.(+) 020503 N 0025.2 0045 171.71 020503 N 0890.0 0048 1,379.40 021303 N 0893.0 0049 383.80 022703 N 0894.0 0050 164.32 032703 N 0895.0 0051 1,878.61 011805 N 0896.0 005 0008 380.83 E.W. @ F.A.(+) 052804 N 0729.0 008 0038 344.67 E.W. @ F.A.(+) 042404 N 0782.0 009 0003 2,316.29 A.C. @ U.P.(+) 021204 N 0003 0 015 0036 177.51 E.W. @ F.A.(+) 051204 N 0781.0 0037 559.72 010405 N 0830.0 0038 649.93 010305 N 0831.0 0039 1,466.82 122804 N 0832.0 0040 1,177.67 112204 N 0833.0 0041 544.56 111804 N 0834.0 0042 816.15 110804 N 0835.0 0043 691.65 110504 N 0836.0 0044 1,277.29 102804 N 0837.0 0045 1,209.93 102704 N 0838.0 0047 1,094.66 102104 N 0840.0 0048 1,094.66 102004 N 0841.0 0049 2,066.25 123004 N 0842.0 0050 1,024.35 101804 N 0843.0 017 0013 1,417.34 E.W. @ F.A.(+) 110504 N 0845.0 027 0036 293.64 E.W. @ F.A.(+) 110504 N 0851.0 029 0047 1,679.44 E.W. @ F.A.(+) 121103 N 0581.0 0054 1,388.94 120103 N 0376.1 0072 1,927.12 110403 N 0309.1 0087 2,082.00 110603 N 0697.0 0092 1,639.12 121503 N 0872.0 030 0002 955.83 E.W. @ F.A.(+) 111504 N 0849.0 047 0006 259.20 E.W. @ F.A.(+) 092304 N 0853.0 048 0001 1,339.99 E.W. @ F.A.(+) 060904 N 0784.0 058 0018 1,127.85 E.W. @ F.A.(+) 010204 N 0870.0 059 0013 121.65 E.W. @ F.A.(+) 072603 N 0864.0 0014 92.54 082403 N 0865.0 0016 153.09 090703 N 0867.0 077 0018 686.94 E.W. @ F.A.(+) 031904 N 0766.0 0024 449.54 040604 N 0670.0 0026 228.78 120804 N 0824.0 0027 776.19 030504 N 0825.0 081 0041 161.40 E.W. @ F.A.(+) 032504 N 0637.0 082 0013 160.60 E.W. @ F.A.(+) 041604 N 0762.0 089 0001 1,203.02 E.W. @ F.A.(+) 101303 N 0281.0 0002 1,266.56 101503 N 0282.0 0003 1,266.56 101403 N 0283.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/24/05 EST. NO.25 TIME 02:02 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 --------------------------------------------------------------------------- 0035 2,562.07 010704 N 0575.0 091 0012 1,961.58 E.W. @ F.A.(+) 042904 N 0758.0 0013 3,311.47 031804 N 0813.0 0014 444.64 033004 N 0817.0 0015 4,399.17 040704 N 0818.0 0018 1,299.02 042804 N 0822.0 0020 577.07 030504 N 0751.0 0021 1,728.69 030904 N 0752.0 0022 592.08 041604 N 0757.0 0023 3,275.07 030804 N 0810.0 0024 4,397.71 031004 N 0811.0 0025 2,928.06 031104 N 0812.0 109 0001 18,415.56 A.C. @ U.P.(+) 101204 N 0001 0 110 0006 2,081.41 E.W. @ F.A.(+) 012204 N 0538.0 115 0001 57,496.65 A.C. @ L.S.(+) 010805 N 0001 0 130 0001 493.44 E.W. @ F.A.(+) 060104 N 0745.0 157,915.83 TOTAL THIS ESTIMATE 1,836,020.31 TOTAL PREVIOUS ESTIMATE 1,993,936.14 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 01/24/05 EST. NO.25 TIME 02:02 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 OUT-OF-GRADATION CL2 -19,200.00 25 RETN LATE LANE CLO 12,000.00 25 -7,200.00 -33,600.00 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 O/S PRS AUG -10,000.00 21 O/S PRS SEPT -10,000.00 22 PRS RECD JULY 10,000.00 22 PRS RECD AUG 10,000.00 22 O/S PRS OCT -10,000.00 23 O/S PRS NOV -10,000.00 24 PRS RECD OCT 10,000.00 24 O/S PRS DEC -10,000.00 25 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -17,200.00 -63,600.00 PROGRAM CAS145 PAGE 1 DATE 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 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 15.000 33,000.00 447.000 983,400.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 8,600.00 1,064.800 10,648.00 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 1.000 60,000.00 07 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.3000 20,370.00 114,232.000 34,269.60 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 17,857.880 214,294.56 10 TEMPORARY GRAVEL BAG EA 17.0000 17,000.00 1,695.000 28,815.00 11 TEMPORARY CONCRETE WASHOUT EA 2,600.0000 13,000.00 14.000 36,400.00 12 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 6,000.0000 78,000.00 10.000 60,000.00 13 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.823 11,933.50 S) 14 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 1.000 140,000.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 810.00 121.254 3,637.62 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 8,928.00 75,874.040 36,419.54 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 11,040.00 13,266.000 53,064.00 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 3.000 60,000.00 8.000 160,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 13.0000 250,900.00 14,478.852 188,225.08 S) 21 TRAFFIC PLASTIC DRUM EA 25.0000 6,850.00 391.000 9,775.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 112.000 22,400.00 S) PROGRAM CAS145 PAGE 2 DATE 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,506.040 46,760.27 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 2,710.342 32,524.10 MARKING 29 REMOVE PAVEMENT MARKER EA 0.8000 10,276.00 18,034.000 14,427.20 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 11.200 369.60 236.140 7,792.62 35 REMOVE INLET EA 450.0000 3,150.00 1.000 450.00 14.000 6,300.00 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 105,000.00 240.030 18,002.25 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 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 1.000 2,500.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1.000 45,000.00 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 1.000 45,000.00 57 ROADWAY EXCAVATION M3 9.9000 815,760.00 108,129.420 1,070,481.26 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 7,200.00 163.110 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 6.000 1,500.00 6.000 1,500.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.000 9,384.00 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 41,366.392 910,060.62 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 15,341.905 813,120.97 85 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 402,000.00 13,619.510 680,975.50 86 PLACE ASPHALT CONCRETE DIKE M 6.5000 53,950.00 2,924.700 19,010.55 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 11,300.985 2,294,099.96 90 SEAL PAVEMENT JOINT M 5.0000 22,000.00 11,120.900 55,604.50 91 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 25,600.00 3,263.680 26,109.44 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 1.200 1,680.00 64.723 90,612.20 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 23,000.00 455.620 4,556.20 1,328.230 13,282.30 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 83,700.00 279.000 83,700.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.400 16,080.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 52,500.00 33.700 50,550.00 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 57,500.00 455.620 11,390.50 1,328.230 33,205.75 21 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 22,000.00 135.010 13,501.00 22 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 18,000.00 249.000 37,350.00 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 35,000.00 668.375 167,093.75 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 42.000 11,970.00 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 7.182 3,950.10 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 1.260 378.00 107.670 32,301.00 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 42.162 12,648.60 CONSTRUCTION) 43 MISCELLANEOUS IRON AND STEEL KG 3.0000 9,975.00 3,708.000 11,124.00 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 26.000 910.00 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 4.000 9,600.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 10,400.00 5.000 3,250.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,117.540 19,247.02 S) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 13,420.00 5,437.000 5,980.70 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 18,300.00 4,056.000 12,168.00 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 0.980 63,700.00 S) 75 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.850 340,000.00 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 0.850 225,250.00 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 62,000.00 105,617.920 105,617.92 PROGRAM CAS145 PAGE 8 DATE 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2348U4 TIME 02:02 PM ESTIMATE NO. 25 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 01/20/05 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 113,324.30 10,905,866.99 ADJUSTMENT OF COMPENSATION 78,228.50 597,052.43 EXTRA WORK 79,687.33 1,396,883.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 271,240.13 12,899,803.13 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 271,240.13 14,109,803.13 MATERIALS ON HAND ON SITE 149,818.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -17,200.00 -63,600.00 TOTAL 254,040.13 14,196,021.97 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 02/18/05 437 49 -24 0 81% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU DESIGN DELAY JUAREZ, DANIEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 01/24/05