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 10/23/03 EST. NO.29 TIME 09:57 AM R.E. NAME: DONGO, JOSEPH 03-382904 --------------------------------------------------------------------------- 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 0009 10.12 E.W. @ F.A.(+) 061203 N 0008 0 003 0002-3 -1,919.55 E.W. @ U.P (+) 012703 N 0002 0 DAO CORRECTING ENTRY 0002-4 1,975.41 012703 N 0002 0 DAO CORRECTING ENTRY 014 0005 -592.72 A.C. @ L.S.(-) 061702 N 0005 0 017 0007-1 -691.23 E.W. @ F.A.(+) 080202 N 0007 0 DAO CORRECTING ENTRY 0007-2 698.27 080202 N 0007 0 DAO CORRECTING ENTRY 0007-3 -698.27 080202 N 0007 0 DAO CORRECTING ENTRY 0007-4 733.02 080202 N 0007 0 DAO CORRECTING ENTRY 023 0146 88.48 E.W. @ F.A.(+) 032603 Y 1460 0 028 0001 -200.00 A.C. @ L.S.(-) 071403 N 0001 0 029 0001-1 -1,403.87 E.W. @ F.A.(+) 080502 N 0001 0 DAO CORRECTING ENTRY 0001-2 1,436.71 080502 N 0001 0 DAO CORRECTING ENTRY 033 0001-1 -591.98 E.W. @ F.A.(+) 012203 N 299533 DAO CORRECTING ENTRY 0003-1 -1,846.29 012403 N 299625 DAO CORRECTING ENTRY 0003-2 1,836.35 012403 N 299625 DAO CORRECTING ENTRY 038 0006-1 -442.98 E.W. @ F.A.(+) 092002 N 0006 0 DAO CORRECTING ENTRY 0006-2 446.21 092002 N 0006 0 DAO CORRECTING ENTRY 039 0001 -13,852.11 A.C. @ L.S.(-) 071403 N 0001 0 040 0002-1 -87.16 E.W. @ F.A.(+) 080802 N 0002 0 DAO CORRECTING ENTRY 0002-2 107.07 080802 N 0002 0 DAO CORRECTING ENTRY 041 0002-1 -1,375.42 E.W. @ F.A.(+) 052902 N 0002 0 DAO CORRECTING ENTRY 0002-2 1,490.95 052902 N 0002 0 DAO CORRECTING ENTRY 047 0005-1 -1,404.95 E.W. @ F.A.(+) 071702 N 0005 0 DAO CORRECTING ENTRY 0005-2 1,436.45 071702 N 0005 0 DAO CORRECTING ENTRY 0007-1 -1,418.63 072302 N 0007 0 DAO CORRECTING ENTRY 0007-2 1,438.88 072302 N 0007 0 DAO CORRECTING ENTRY 048 0005 200.73 E.W. @ F.A.(+) 050803 N 0005 0 0006 2,960.24 040903 N 0006 0 055 0001 1,179.08 E.W. @ F.A.(+) 100902 N 0001 0 0002 312.59 052003 N 0002 0 0002-1 -312.59 052003 N 0002 0 DAO CORRECTING ENTRY 0002-2 312.59 052003 N 0002 0 DAO CORRECTING ENTRY 0003 274.30 101602 N 0003 0 0004 -3,978.50 A.C. @ L.S.(-) 100902 N 0004 0 0005 1,338.26 E.W. @ F.A.(+) 101002 N 0005 0 0005-1 -1,338.26 101002 N 0005 0 DAO CORRECTING ENTRY 0005-2 1,451.66 101002 N 0005 0 DAO CORRECTING ENTRY 0006 86.46 101402 N 0006 0 059 0001 -500.00 A.C. @ L.S.(-) 102202 N 0001 0 065 0006-1 -4,662.47 E.W. @ F.A.(+) 012403 Y 0006 0 DAO CORRECTING ENTRY 0006-2 4,663.38 012403 Y 0006 0 DAO CORRECTING ENTRY 067 0001 3,957.50 A.C. @ L.S.(+) 080603 N 0001 0 072 0001 2,114.48 A.C. @ L.S.(+) 080703 N 0001 0 074 0004 9,946.86 E.W. @ F.A.(+) 062003 N 0004 0 079 0001 49,777.52 A.C. @ L.S.(+) 051303 N 0001 0 080 0001 65.69 E.W. @ F.A.(+) 061403 N 0001 0 081 0001-1 -799.78 E.W. @ F.A.(+) 061203 N 0002 0 DAO CORRECTING ENTRY 0001-2 879.38 061203 N 0002 0 DAO CORRECTING ENTRY 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 10/23/03 EST. NO.29 TIME 09:57 AM R.E. NAME: DONGO, JOSEPH 03-382904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 53,101.88 TOTAL THIS ESTIMATE 1,338,095.96 TOTAL PREVIOUS ESTIMATE 1,391,197.84 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 10/23/03 EST. NO.29 TIME 09:57 AM R.E. NAME: DONGO, JOSEPH 03-382904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSCPM5/02;UPDATE6/ -108,049.92 16 CPM-MISS 6/21&7/21 -73,656.95 17 MISS 08/02 CPM UPDAT -134,120.44 18 DISPOSAL SITE AGGREE -5,000.00 19 LATE CANCEL 12/03/02 -400.00 21 DISP SITE AGREEMENT 5,000.00 22 5/02 CPM REV 6/02UPD 108,049.92 22 6/21/02&7/21/02 REV 73,656.95 22 8/02&9/02 CPM SUBMIT 134,120.44 22 CPM SCHED 05/0306/03 -29,541.70 28 LATE CANCEL 7/2/03 -400.00 28 CPM SCHED 5/03-6/03 29,541.70 29 29,541.70 -800.00 EQUAL EMPLOYMENT OPPORTUNITY ANNUAL EEO REPORT -10,000.00 29 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 18 0.00 -10,000.00 TOTAL DEDUCTIONS 19,541.70 -20,800.00 PROGRAM CAS145 PAGE 1 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 LOCATION PROGRESS ESTIMATE 03-YOL-80-8.9/R10.1 ----------------- GRANITE CONSTRUCTION COMPANY IN YOLO COUNTY IN WEST SACRAMENTO P O BOX 50085 FROM 0.2 KM WEST OF YOLO COUNTY WATSONVILLE CA 950775085 CAUSEWAY TO ROUTE 80 AND 50 SEPARATION FED. AID NO. ACNH-080 -2(336)84N,I-080 -2(336)84N RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,000.0000 6,000.00 0.750 4,500.00 02 TIME-RELATED OVERHEAD WDAY 725.0000 210,250.00 405.000 293,625.00 03 TEMPORARY FENCE M 8.1000 1,053.00 -2.120 -17.17 125.880 1,019.63 S) 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 12,000.0000 12,000.00 1.000 12,000.00 06 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 08 TYPE III BARRICADE EA 85.0000 1,275.00 -1.000 -85.00 14.000 1,190.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 27.5000 3,025.00 -36.110 -993.03 73.890 2,031.98 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 8,940.00 1,679.000 10,074.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 3,770.00 152.000 152.00 3,578.000 3,578.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,080.00 22.000 880.00 100.000 4,000.00 S) 13 LIGHTING AND SIGN ILLUMINATION EA 55.0000 3,960.00 5.000 275.00 58.000 3,190.00 S) 14 TEMPORARY PAVEMENT MARKER EA 5.0000 1,800.00 370.000 1,850.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 32.0000 56,320.00 -78.460 -2,510.72 1,762.900 56,412.80 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 17,100.00 70.000 21,000.00 S) 18 ABANDON CULVERT EA 1,250.0000 2,500.00 1.000 1,250.00 19 ABANDON MANHOLE EA 1,200.0000 1,200.00 1.000 1,200.00 20 ABANDON SEWER M 10.0000 500.00 43.000 430.00 21 REMOVE FENCE M 10.4000 4,368.00 648.170 6,740.97 22 REMOVE ENTRANCE TAPER EA 435.0000 435.00 1.000 435.00 PROGRAM CAS145 PAGE 2 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 20.0000 780.00 -19.050 -381.00 38.100 762.00 24 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 12,352.00 460.000 736.00 7,112.200 11,379.52 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 3,456.00 -728.180 -1,165.09 1,874.450 2,999.12 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.5000 1,732.50 -14.580 -400.95 52.420 1,441.55 27 REMOVE ROADSIDE SIGN EA 67.0000 2,345.00 2.200 147.40 42.000 2,814.00 28 REMOVE CULVERT EA 850.0000 4,250.00 6.000 5,100.00 29 REMOVE INLET EA 600.0000 1,800.00 3.000 1,800.00 30 REMOVE ASPHALT CONCRETE SURFACING M3 70.0000 14,000.00 27.000 1,890.00 180.000 12,600.00 31 REMOVE BASE AND SURFACING M3 40.0000 27,200.00 -351.670 -14,066.80 672.580 26,903.20 32 RECONSTRUCT METAL BEAM GUARD RAILING M 54.0000 6,480.00 110.500 5,967.00 S) 33 RESET MAILBOX EA 150.0000 300.00 2.000 300.00 34 RELOCATE BUS SHELTER EA 3,000.0000 3,000.00 1.000 3,000.00 35 RELOCATE ROADSIDE SIGN EA 140.0000 7,140.00 -24.000 -3,360.00 49.000 6,860.00 36 ADJUST WATER VALVE COVER TO GRADE EA 500.0000 5,500.00 -5.000 -2,500.00 6.000 3,000.00 37 ADJUST WATER METER BOX TO GRADE EA 500.0000 1,000.00 -1.000 -500.00 1.000 500.00 38 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 600.0000 600.00 2.000 1,200.00 4.000 2,400.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 6,636.00 1.000 1.40 7,419.000 10,386.60 S) (30 MM MAXIMUM) 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 15,060.00 7,526.000 15,052.00 S) (45 MM MAXIMUM) 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 1,680.00 237.000 1,659.00 S) (75 MM MAXIMUM) 42 REMOVE CONCRETE LS 2,500.0000 2,500.00 1.000 2,500.00 43 REMOVE CONCRETE (SLOPE PAVING) LS 12,000.0000 12,000.00 1.000 12,000.00 44 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 45 ROADWAY EXCAVATION M3 26.0000 408,200.00 14,941.250 388,472.50 46 SHOULDER BACKING STA 1,200.0000 12,000.00 9.160 10,992.00 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 6,770.00 677.000 6,770.00 F) 48 STRUCTURE EXCAVATION (TIEBACK WALL) M3 52.0000 28,860.00 555.000 28,860.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 7,440.00 93.000 7,440.00 F) PROGRAM CAS145 PAGE 3 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (TIEBACK WALL) M3 250.0000 4,250.00 17.000 4,250.00 F) 51 SAND BACKFILL M3 50.0000 650.00 7.700 385.00 52 HIGHWAY PLANTING LS 42,000.0000 42,000.00 1.000 42,000.00 S) 53 IMPORTED TOPSOIL M3 30.0000 11,400.00 357.690 10,730.70 S) 54 STRAW (EROSION CONTROL) TONN 290.0000 2,030.00 -2.825 -819.25 7.007 2,032.03 S) 55 FIBER (EROSION CONTROL) KG 0.8800 1,689.60 -439.770 -387.00 2,202.200 1,937.94 S) 56 COMPOST (EROSION CONTROL) KG 0.8600 5,400.80 2,256.000 1,940.16 7,207.200 6,198.19 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 270.0000 7,560.00 -1.265 -341.55 32.032 8,648.64 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.9000 243.00 40.920 36.83 300.300 270.27 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.0500 512.50 38.230 78.37 280.280 574.57 S) 60 PLANT ESTABLISHMENT WORK LS 13,500.0000 13,500.00 0.478 6,453.00 0.570 7,695.00 S) 61 IRRIGATION SYSTEM LS 67,000.0000 67,000.00 1.000 67,000.00 S) 62 200 MM PLASTIC PIPE (PR 200) M 100.0000 20,000.00 -17.000 -1,700.00 225.340 22,534.00 S) (CONDUIT) 63 WATER METER EA 6,000.0000 12,000.00 2.000 12,000.00 S) 64 40 MM BACKFLOW PREVENTER ASSEMBLY EA 1,500.0000 3,000.00 2.000 3,000.00 S) 65 EXTEND 150 MM CONDUIT M 140.0000 4,620.00 -2.850 -399.00 30.150 4,221.00 S) 66 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 67 CLASS 2 AGGREGATE SUBBASE M3 40.0000 126,800.00 3,398.170 135,926.80 68 CLASS 2 AGGREGATE BASE M3 55.0000 211,750.00 -10.328 -568.04 3,820.060 210,103.30 69 REPLACE ASPHALT CONCRETE SURFACING M3 245.0000 22,050.00 94.610 23,179.45 70 ASPHALT CONCRETE (TYPE A) TONN 47.0000 639,200.00 13,544.164 636,575.71 71 ASPHALT CONCRETE (OPEN GRADED) TONN 45.0000 47,250.00 231.390 10,412.55 72 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 1.00 1.000 1.00 REINFORCING FABRIC) 73 PAVEMENT REINFORCING FABRIC M2 3.7000 7,659.00 1,128.660 4,176.04 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 2,700.00 11.600 1,160.00 38.000 3,800.00 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 4.6500 404.55 87.000 404.55 76 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.6500 237.15 18.000 83.70 78.600 365.49 PROGRAM CAS145 PAGE 4 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.6500 1,674.00 15.000 69.75 327.400 1,522.41 78 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.6500 651.00 137.100 637.52 79 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 14,400.00 1.470 1,323.00 9.680 8,712.00 80 GRIND EXISTING CONCRETE PAVEMENT M2 60.0000 8,400.00 191.000 11,460.00 81 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 16,200.00 54.000 16,200.00 S) PILING (SOUND WALL) 82 TIEBACK ANCHOR EA 1,000.0000 242,000.00 242.000 242,000.00 S) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 116,500.00 249.840 124,920.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 41,650.00 -2.220 -1,887.00 49.390 41,981.50 F) 85 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 200.0000 33,600.00 168.000 33,600.00 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 219,510.00 73,170.000 219,510.00 SF) 87 SHOTCRETE M3 500.0000 111,000.00 246.700 123,350.00 SF) 88 FURNISH SIGN STRUCTURE (TRUSS) KG 5.4000 86,481.00 16,015.000 86,481.00 F) 89 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5700 9,128.55 16,015.000 9,128.55 SF) 90 920 MM CAST-IN-DRILLED-HOLE M 2,105.0000 44,205.00 20.500 43,152.50 S) CONCRETE PILE (SIGN FOUNDATION) 91 ROADSIDE SIGN - ONE POST EA 170.0000 10,200.00 -4.000 -680.00 62.000 10,540.00 92 ROADSIDE SIGN - TWO POST EA 325.0000 5,200.00 -6.000 -1,950.00 16.000 5,200.00 93 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 225.00 4.000 300.00 METHOD) 94 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 7,200.00 35.600 7,120.00 95 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 500.00 5.000 1,250.00 EXISTING POST 96 150 MM ALTERNATIVE PIPE CULVERT M 200.0000 1,600.00 6.611 1,322.20 97 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 3,750.00 1.000 250.00 24.000 6,000.00 98 450 MM ALTERNATIVE PIPE CULVERT M 260.0000 7,020.00 51.670 13,434.20 99 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 36,400.00 88.440 24,763.20 00 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 63,000.00 -135.951 -47,582.85 175.000 61,250.00 01 450 MM REINFORCED CONCRETE PIPE M 240.0000 3,120.00 29.000 6,960.00 02 600 MM REINFORCED CONCRETE PIPE M 210.0000 25,200.00 115.830 24,324.30 03 300 MM ALTERNATIVE ENTRANCE TAPER EA 210.0000 210.00 1.000 210.00 PROGRAM CAS145 PAGE 5 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM ANCHOR ASSEMBLY EA 250.0000 250.00 1.000 250.00 05 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 350.00 2.000 700.00 06 450 MM ALTERNATIVE FLARED END SECTION EA 385.0000 1,925.00 5.000 1,925.00 07 600 MM ALTERNATIVE FLARED END SECTION EA 435.0000 1,740.00 3.000 1,305.00 08 750 MM ALTERNATIVE FLARED END SECTION EA 1,120.0000 3,360.00 3.000 3,360.00 09 ROCK SLOPE PROTECTION M3 250.0000 15,750.00 0.800 200.00 65.950 16,487.50 (FACING, METHOD B) 10 SLOPE PAVING (CONCRETE) M3 1,000.0000 19,000.00 23.000 23,000.00 11 ROCK SLOPE PROTECTION FABRIC M2 7.0000 1,820.00 275.700 1,929.90 12 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 144,000.00 -13.480 -6,066.00 305.800 137,610.00 CONSTRUCTION) 13 MINOR CONCRETE (TEXTURED PAVING) M2 115.0000 57,500.00 498.000 57,270.00 14 MISCELLANEOUS IRON AND STEEL KG 1.9000 3,135.00 1,769.000 3,361.10 F) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 27.7500 11,932.50 456.000 12,654.00 S) 16 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 960.0000 1,920.00 2.000 1,920.00 S) 17 SURVEY MONUMENT (TYPE D) EA 1,000.0000 7,000.00 1.000 1,000.00 S) 18 DELINEATOR (CLASS 1) EA 30.0000 1,830.00 62.000 1,860.00 19 OBJECT MARKER EA 55.0000 990.00 18.000 990.00 20 METAL BEAM GUARD RAILING M 159.0000 11,607.00 129.590 20,604.81 S) 21 CONCRETE BARRIER (TYPE 25A) M 200.0000 9,400.00 47.000 9,400.00 22 CONCRETE BARRIER (TYPE 27SV) M 360.0000 18,360.00 51.000 18,360.00 23 CABLE RAILING M 18.0000 3,348.00 186.000 3,348.00 SF) 24 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 2,600.00 1.000 2,600.00 S) 25 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 13,300.00 8.000 15,200.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 5.000 3,000.00 S) 27 CRASH CUSHION (REACT 6CBB) EA 30,400.0000 60,800.00 2.000 60,800.00 S) 28 CONCRETE BARRIER (TYPE 60D) M 120.0000 8,040.00 68.000 8,160.00 29 CONCRETE BARRIER (TYPE 60F) M 800.0000 112,000.00 136.800 109,440.00 30 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 15,750.00 344.510 15,502.95 S) PROGRAM CAS145 PAGE 6 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.7500 6,202.50 8,230.500 6,172.88 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 5,017.50 2,179.300 4,903.43 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 810.00 333.000 749.25 S) (BROKEN 3.66 M - 0.92 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 135.00 171.140 128.36 S) (BROKEN 1.83 M - 0.31 M) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 2,032.50 914.000 685.50 S) (BROKEN 10.98 M - 3.66 M) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 975.00 1,251.200 938.40 S) (BROKEN 5.18 M - 2.14 M) 37 PAINT PAVEMENT MARKING (2-COAT) M2 27.5000 2,667.50 117.900 3,242.25 S) 38 PARKING BUMPER (PRECAST CONCRETE) EA 95.0000 8,550.00 89.000 8,455.00 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 800.00 176.000 440.00 242.000 605.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,130.00 1,038.000 3,633.00 S) 41 SIGNAL AND LIGHTING (LOCATION 1) LS 111,000.0000 111,000.00 1.000 111,000.00 S) 42 SIGNAL AND LIGHTING (LOCATION 2) LS 99,500.0000 99,500.00 1.000 99,500.00 S) 43 SIGNAL AND LIGHTING (LOCATION 3) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 151,500.0000 151,500.00 1.000 151,500.00 S) 45 LIGHTING (CITY STREET) LS 41,500.0000 41,500.00 1.000 41,500.00 S) 46 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 2.000 4,000.00 S) 47 ELECTRIC SERVICE (IRRIGATION) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 48 RAMP METERING SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 S) 49 BICYCLE LOCKER EA 1,650.0000 13,200.00 8.000 13,200.00 S) PROGRAM CAS145 PAGE 7 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 09:57 AM ESTIMATE NO. 29 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -71,043.84 4,634,488.81 ADJUSTMENT OF COMPENSATION 36,726.17 605,959.73 EXTRA WORK 16,375.71 785,238.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -17,941.96 6,025,686.65 50 MOBILIZATION LS 247,400.0000 247,400.00 1.000 247,400.00 ORIGINAL CONTRACT AMOUNT 4,834,617.15 TOTAL WORK COMPLETED -17,941.96 6,273,086.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 19,541.70 -20,800.00 TOTAL 1,599.74 6,252,286.65 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 01/25/01 420 04/19/01 02/09/01 11/10/03 526 143 115 6 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST DONGO, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/03