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 02/07/03 EST. NO.16 TIME 07:50 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0127 189.05 E.W. @ F.A.(+) 010603 N 0332.0 0128 521.76 010703 N 0331.0 0129 316.46 011303 N 0321.0 0130 252.74 011403 N 0322.0 0131 189.05 011503 N 0323.0 0132 348.32 011603 N 0324.0 0133 284.62 121002 N 0325.0 0134 252.74 121102 N 0326.0 0135 189.05 120902 N 0327.0 0136 316.46 121202 N 0328.0 0137 316.46 010903 N 0329.0 0138 469.91 010803 N 0330.0 007 0006 3,019.28 E.W. @ U.P (+) 012402 N XX 0 024 0001 2,051.50 E.W. @ F.A.(+) 022502 Y 0208.0 034 0001 52,552.26 E.W. @ L.S.(+) 070102 N 001 0 61,269.66 TOTAL THIS ESTIMATE 293,782.99 TOTAL PREVIOUS ESTIMATE 355,052.65 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 02/07/03 EST. NO.16 TIME 07:50 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP-NO SUBMITTAL -25,000.00 05 RETURN -SWPPP 25,000.00 11 LATE LANE OPENING -6,250.00 14 RESTAKE REQUESTS -2,657.50 14 SUBCONTRACTOR VIOL. -3,901.98 14 SWEPPP-25% -127,488.80 15 RELEASE SWPPP 127,488.80 16 127,488.80 -12,809.48 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 08 RECE'D PAYROLLS 10,000.00 09 MISSING PAYROLLS -10,000.00 10 RECE'D PAYROLLS 10,000.00 11 MISSING PAYROLLS -10,000.00 12 MISSING PAYROLLS -10,000.00 13 MISSING PAYROLLS -10,000.00 14 RECE'D PAYROLLS 10,000.00 14 RECE'D PAYROLLS 10,000.00 14 MISSING PAYROLLS -10,000.00 15 0.00 -50,000.00 TOTAL DEDUCTIONS 127,488.80 -62,809.48 PROGRAM CAS145 PAGE 1 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 06-FRE-180-R55.4/R56.6 ------------------------------ M C M CONSTRUCTION INC IN FRESNO COUNTY IN FRESNO AT P O BOX 620 VARIOUS LOCATIONS NORTH HIGHLANDS CA 95660 FED. AID NO. ACNH-X019(15)E ,HP21-6086(10) ,L-6086(10) RECONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 002 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,000,000.00 264.000 1,320,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 2,700.00 175.669 2,635.04 (S) 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.626 15,650.00 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.963 14,445.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.642 16,050.00 (S) 008 TYPE III BARRICADE EA 100.0000 5,400.00 50.020 5,002.00 (S) 009 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.5000 16,885.00 3,081.620 16,948.91 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,840.00 73.330 2,933.20 (S) 011 TEMPORARY PAVEMENT MARKER EA 4.0000 3,840.00 990.000 3,960.00 (S) 012 TEMPORARY TERMINAL SECTION (TYPE K) EA 750.0000 1,500.00 0.000 0.00 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.702 28,080.00 (S) 014 TEMPORARY RAILING (TYPE K) M 50.0000 83,000.00 1,480.660 74,033.00 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 104.000 31,200.00 (S) 016 REMOVE TRAFFIC STRIPE M 3.2500 21,417.50 3,447.500 11,204.38 017 REMOVE PAVEMENT MARKING M2 22.0000 528.00 0.000 0.00 018 REMOVE PAVEMENT MARKER EA 2.0000 4,460.00 269.000 538.00 019 REMOVE CHANNELIZERS EA 20.0000 460.00 0.000 0.00 020 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 0.000 0.00 021 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 0.000 0.00 022 REMOVE ASPHALT CONCRETE DIKE M 5.0000 4,350.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE M 60.0000 2,580.00 30.100 1,806.00 024 REMOVE INLET EA 600.0000 3,000.00 1.000 600.00 025 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000.00 026 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 4,200.00 0.000 0.00 027 RECONSTRUCT CHAIN LINK FENCE M 28.0000 16,520.00 88.800 2,486.40 (S) 028 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 13,500.00 0.260 13.00 (S) (WOOD POST) 029 RESET MAILBOX EA 100.0000 1,600.00 4.000 400.00 030 RELOCATE GATE EA 500.0000 500.00 0.000 0.00 (S) 031 ADJUST MANHOLE TO GRADE EA 400.0000 9,200.00 2.000 800.00 032 ADJUST WATER VALVE EA 200.0000 3,000.00 6.600 1,320.00 033 REMOVE REFERENCE SIGN PANEL EA 300.0000 2,700.00 0.000 0.00 034 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 17,200.00 0.000 0.00 (S) 035 REMOVE CONCRETE CURB M 5.0000 850.00 211.000 1,055.00 036 REMOVE CONCRETE BARRIER (TYPE 50) M 15.0000 6,600.00 431.000 6,465.00 037 REMOVE CONCRETE (MISCELLANEOUS) M3 45.0000 450.00 0.000 0.00 038 CAP INLET EA 650.0000 650.00 0.000 0.00 039 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.950 47,500.00 040 DEVELOP WATER SUPPLY LS 23,000.0000 23,000.00 0.753 17,319.00 041 ROADWAY EXCAVATION M3 6.0000 720,000.00 115,984.000 695,904.00 042 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 187,100.00 9,355.000 187,100.00 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 27,824.00 3,478.000 27,824.00 (F) 044 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 240,275.00 4,443.250 155,513.75 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 61,000.00 2,630.000 52,600.00 (F) 046 IMPORTED BORROW M3 5.0000 2,890,000.00 510,112.000 2,550,560.00 047 EROSION CONTROL (MULCH) M3 27.0000 195,750.00 10,302.700 278,172.90 (S) 048 STRAW (EROSION CONTROL) TONN 300.0000 21,300.00 11.800 3,540.00 (S) 049 EROSION CONTROL (DRILL SEED) HA 1,400.0000 4,060.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER (EROSION CONTROL) KG 0.5000 3,060.00 1,268.500 634.25 (S) 051 COMPOST (EROSION CONTROL) KG 0.4500 13,725.00 4,604.700 2,072.12 (S) 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,000.00 0.500 100.00 (S) 053 PURE LIVE SEED (EROSION CONTROL) KG 64.0000 21,760.00 51.200 3,276.80 (S) 054 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 1,421.00 319.800 223.86 (S) 055 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 2,457.00 340.600 442.78 (S) 056 TRANSPLANT TREE EA 1,000.0000 27,000.00 34.000 34,000.00 (S) 057 MAINTAIN EXISTING PLANTS LS 15,000.0000 15,000.00 0.640 9,600.00 (S) 058 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.560 22,400.00 (S) 059 WATER METER EA 3,000.0000 3,000.00 0.000 0.00 (S) 060 200 MM CORRUGATED HIGH DENSITY M 60.0000 23,400.00 51.120 3,067.20 (S) POLYETHYLENE PIPE CONDUIT 061 RELOCATE BOOSTER PUMP SYSTEM LS 2,000.0000 2,000.00 0.850 1,700.00 (S) 062 CLASS 2 AGGREGATE BASE M3 30.0000 579,000.00 8,376.070 251,282.10 063 ASPHALT CONCRETE TONN 45.0000 1,764,000.00 7,061.650 317,774.25 064 ASPHALT CONCRETE BASE (TYPE A) TONN 44.0000 332,640.00 0.000 0.00 065 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 14.0000 49,000.00 0.000 0.00 AREA) 066 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 3,950.00 0.000 0.00 067 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 450.00 0.000 0.00 068 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 6,475.00 0.000 0.00 069 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 4,100.00 0.000 0.00 070 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 19,500.00 0.000 0.00 071 CONCRETE PAVEMENT M3 150.0000 856,500.00 0.000 0.00 072 SEAL PAVEMENT JOINT M 2.0000 26,600.00 0.000 0.00 073 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 533,500.00 1,064.300 532,150.00 (S) PILING 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 450,000.0000 450,000.00 0.883 397,350.00 (S) 075 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 535,000.00 2,140.000 535,000.00 (F) 076 STRUCTURAL CONCRETE, BRIDGE M3 457.0000 4,761,940.00 10,348.090 4,729,077.13 (F) PROGRAM CAS145 PAGE 4 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 286,200.00 954.000 286,200.00 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 306,500.00 182.500 45,625.00 (F) (TYPE N) 079 CLASS 2 CONCRETE (WINGWALLS) M3 400.0000 6,400.00 0.000 0.00 080 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 748,500.00 1,497.000 748,500.00 (F) 081 MINOR CONCRETE (MINOR STRUCTURE) M3 1,080.0000 248,400.00 106.990 115,549.20 (F) 082 RIPPED TEXTURE (REINFORCING BAR) M2 50.0000 57,000.00 1,140.000 57,000.00 (F) 083 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 31,200.00 0.000 0.00 (S) 084 JOINT SEAL (MR 50 MM) M 100.0000 40,600.00 0.000 0.00 (S) 085 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 1,431,000.00 1,426,390.000 1,426,390.00 (SF) 086 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 50,816.20 44,188.000 50,816.20 (SF) 087 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 270,593.00 270,593.400 270,593.40 (SF) 088 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 349,340.00 0.000 0.00 (F) 089 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 34,934.00 0.000 0.00 (SF) 090 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 9,380.00 0.000 0.00 (F) 091 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.9000 1,688.40 0.000 0.00 (SF) 092 920 MM CAST-IN-DRILLED-HOLE M 900.0000 48,600.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 093 1070 MM CAST-IN-DRILLED-HOLE M 1,100.0000 7,700.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 094 1220 MM CAST-IN-DRILLED-HOLE M 1,200.0000 7,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 095 ROADSIDE SIGN - ONE POST EA 160.0000 13,120.00 0.000 0.00 096 ROADSIDE SIGN - TWO POST EA 200.0000 3,200.00 0.000 0.00 097 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,100.00 0.000 0.00 METHOD) 098 INSTALL SIGN PANEL ON EXISTING FRAME M2 80.0000 6,400.00 0.000 0.00 099 PREPARE AND PAINT CONCRETE M2 12.0000 6,360.00 0.000 0.00 (S) 100 PREPARE AND STAIN CONCRETE M2 12.0000 11,520.00 0.000 0.00 (S) 101 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 73,200.00 352.260 42,271.20 102 600 MM ALTERNATIVE PIPE CULVERT M 130.0000 231,400.00 1,482.780 192,761.40 103 1200 MM ALTERNATIVE PIPE CULVERT M 350.0000 105,000.00 306.060 107,121.00 PROGRAM CAS145 PAGE 5 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 1350 MM ALTERNATIVE PIPE CULVERT M 570.0000 188,100.00 321.300 183,141.00 105 750 MM CAST-IN-PLACE CONCRETE PIPE M 100.0000 22,000.00 217.000 21,700.00 106 900 MM CAST-IN-PLACE CONCRETE PIPE M 130.0000 14,300.00 49.820 6,476.60 109.400 14,222.00 107 1050 MM CAST-IN-PLACE CONCRETE PIPE M 180.0000 9,180.00 44.700 8,046.00 108 375 MM PLASTIC PIPE M 180.0000 19,800.00 61.000 10,980.00 109 450 MM PLASTIC PIPE M 190.0000 2,090.00 13.000 2,470.00 110 300 MM REINFORCED CONCRETE PIPE M 120.0000 840.00 0.000 0.00 (RUBBER GASKET JOINT) 111 450 MM REINFORCED CONCRETE PIPE M 121.0000 30,250.00 283.720 34,330.12 (RUBBER GASKET JOINT) 112 600 MM REINFORCED CONCRETE PIPE M 160.0000 105,600.00 669.920 107,187.20 (RUBBER GASKET JOINT) 113 750 MM REINFORCED CONCRETE PIPE M 260.0000 119,600.00 448.880 116,708.80 (RUBBER GASKET JOINT) 114 900 MM REINFORCED CONCRETE PIPE M 300.0000 39,000.00 5.500 1,650.00 122.900 36,870.00 (RUBBER GASKET JOINT) 115 1050 MM REINFORCED CONCRETE PIPE M 400.0000 52,000.00 113.640 45,456.00 (RUBBER GASKET JOINT) 116 1200 MM REINFORCED CONCRETE PIPE M 500.0000 75,000.00 147.000 73,500.00 (RUBBER GASKET JOINT) 117 450 MM CORRUGATED STEEL PIPE M 200.0000 3,200.00 37.920 7,584.00 (2.01 MM THICK) 118 600 MM CORRUGATED STEEL PIPE M 180.0000 25,200.00 97.810 17,605.80 (2.01 MM THICK) 119 200 MM PERFORATED PLASTIC M 140.0000 7,840.00 38.060 5,328.40 PIPE UNDERDRAIN 120 CORRUGATED STEEL PIPE INLET M 700.0000 9,800.00 13.050 9,135.00 121 300 MM CORRUGATED STEEL PIPE RISER M 400.0000 2,800.00 4.900 1,960.00 (2.01 MM THICK) 122 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 2.000 600.00 123 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 2,450.00 0.670 234.50 124 750 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 125 1350 MM ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0.00 126 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,100.0000 3,300.00 0.900 990.00 127 MANHOLE (TYPE A) EA 1,500.0000 34,500.00 18.150 27,225.00 128 MANHOLE (TYPE B) EA 1,800.0000 16,200.00 5.450 9,810.00 129 MANHOLE (TYPE C) EA 1,500.0000 4,500.00 2.250 3,375.00 130 MINOR CONCRETE (BACKFILL) M3 120.0000 11,160.00 66.870 8,024.40 PROGRAM CAS145 PAGE 6 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION M3 120.0000 19,200.00 16.600 1,992.00 (FACING, METHOD B) 132 CONCRETE (CHANNEL LINING) M3 600.0000 8,400.00 14.000 8,400.00 133 SLOPE PAVING (CONCRETE) M3 350.0000 217,350.00 0.000 0.00 (F) 134 ROCK SLOPE PROTECTION FABRIC M2 2.0000 560.00 35.900 71.80 135 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 237,000.00 509.560 152,868.00 CONSTRUCTION) 136 MINOR CONCRETE (GUTTER) M 80.0000 5,760.00 0.000 0.00 (F) 137 MISCELLANEOUS IRON AND STEEL KG 2.5000 49,055.00 2,135.000 5,337.50 (SF) 138 MANHOLE FRAME AND COVER EA 540.0000 12,960.00 6.000 3,240.00 (S) 139 MANHOLE FRAME AND GRATE EA 550.0000 6,050.00 0.000 0.00 (S) 140 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 5,440.00 0.000 0.00 (SF) 141 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 89,520.00 992.500 23,820.00 (S) 142 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 7,200.00 0.000 0.00 (S) 143 CHAIN LINK SLIDING GATE EA 2,000.0000 2,000.00 0.000 0.00 (S) 144 SURVEY MONUMENT EA 1,200.0000 8,400.00 0.000 0.00 145 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 0.000 0.00 146 OBJECT MARKER (TYPE K) EA 50.0000 1,100.00 0.000 0.00 147 METAL BEAM GUARD RAILING (WOOD POST) M 48.0000 179,040.00 0.000 0.00 (S) 148 CONCRETE BARRIER (TYPE 25) M 100.0000 220,100.00 0.000 0.00 (F) 149 CABLE RAILING M 40.0000 27,320.00 471.000 18,840.00 (SF) 150 END SECTION EA 100.0000 1,600.00 0.000 0.00 (S) 151 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 0.000 0.00 (S) 152 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 250.0000 2,000.00 0.000 0.00 (S) 153 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 500.0000 6,500.00 0.000 0.00 (S) 154 RETURN SECTION EA 100.0000 1,300.00 0.000 0.00 (S) 155 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 (S) 156 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 4,000.00 0.000 0.00 (S) 157 CRASH CUSHION (REACT 9SCBS) EA 30,000.0000 90,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60) M 120.0000 33,600.00 0.000 0.00 159 CONCRETE BARRIER (TYPE 60R) M 500.0000 85,000.00 0.000 0.00 160 CONCRETE BARRIER (TYPE 60C) M 200.0000 34,000.00 0.000 0.00 161 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 15,600.00 0.000 0.00 (S) 162 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 46,100.00 0.000 0.00 (S) (SPRAYABLE) 163 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 320.00 0.000 0.00 (S) 164 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 11,025.00 0.000 0.00 (S) 165 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.432 21,600.00 (S) 166 CITY LIGHTING LS 50,000.0000 50,000.00 0.269 13,450.00 (S) 167 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.054 3,780.00 (S) 168 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 169 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.900 4,500.00 (S) 170 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.020 600.00 (S) 171 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 (S) 172 COMMUNICATION CONDUIT LS 10,000.0000 10,000.00 0.760 7,600.00 (S) 173 COMMUNICATION HUB BUILDING EA 50,000.0000 50,000.00 0.000 0.00 (S) 174 EMERGENCY VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 02/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 07:50 AM ESTIMATE NO. 16 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 02/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,126.60 16,784,343.99 ADJUSTMENT OF COMPENSATION 0.00 3,150.00 EXTRA WORK 61,269.66 351,902.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,396.26 17,139,396.64 175 MOBILIZATION LS 2613,086.0000 2,613,086.00 1.000 2,613,086.00 ORIGINAL CONTRACT AMOUNT 26,546,315.10 TOTAL WORK COMPLETED 69,396.26 19,752,482.64 MATERIALS ON HAND ON SITE 119,411.06 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 127,488.80 -62,809.48 TOTAL 196,885.06 19,809,084.22 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 10/26/01 400 11/01/01 11/13/01 08/05/03 264 13 0 0 72% 66% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/04/01. JAMES, ROBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 02/07/03