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 06/22/01 EST. NO.11 TIME 08:11 AM R.E. NAME: LATHAM, FRANK C. 07-117104 --------------------------------------------------------------------------- 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 0093 418.66 E.W. @ F.A.(+) 040401 N 149 0 0094 422.14 040601 N 151 0 0095 418.66 041901 N 159 0 0096 418.66 041801 N 158 0 0097 418.66 041701 N 157 0 0098 261.66 041301 N 156 0 0099 418.66 043001 N 0 0100 340.25 041101 N 154 0 0101 422.14 042501 N 166 0 0102 418.66 040201 N 147 0 0103 156.99 042401 N 165 0 0104 418.66 042301 N 164 0 0105 418.52 033001 N 144 0 0106 415.20 032901 N 142 0 0107 726.38 032801 N 143 0 0108 415.08 032701 N 146 0 0109 596.78 032601 N 141 0 0110 420.52 051401 N 180 0 7,526.28 TOTAL THIS ESTIMATE 180,865.71 TOTAL PREVIOUS ESTIMATE 188,391.99 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 06/22/01 EST. NO.11 TIME 08:11 AM R.E. NAME: LATHAM, FRANK C. 07-117104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SEC10-1.12 17 MINS -4,800.00 09 SEC10-1.12 17MINS 4,800.00 10 0.00 0.00 LABOR COMPLIANCE VIOLATION VAR PRS -10,000.00 02 VAR PRS 1 -10,000.00 03 VAR PRS 2 -10,000.00 04 VAR PRS 3 -10,000.00 05 VAR PRS 4 -10,000.00 06 VAR PRS 10,000.00 07 VAR PRS 2 10,000.00 07 VAR PRS 3 10,000.00 07 VAR PRS 5 -10,000.00 07 VAR PRS 1 10,000.00 08 VAR PRS 3 -10,000.00 08 VAR PRS -10,000.00 09 VAR PRS 3 10,000.00 09 VAR PRS 4 10,000.00 09 VAR PRS 5 10,000.00 09 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 145 -55,962.50 02 OVERBID ITEM NO. 145 -27,981.25 03 OVERBID ITEM NO. 145 -22,385.00 06 0.00 -106,328.75 TOTAL DEDUCTIONS 0.00 -116,328.75 PROGRAM CAS145 PAGE 1 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 LOCATION PROGRESS ESTIMATE 07-LA-14-44.0/R54.5 ----------------- GRANITE CONSTRUCTION COMPANY IN LOS ANGELES COUNTY NEAR PALMDALE P.O. BOX 50085 FROM 1.1 KM SOUTH OF ESCONDIDO WATSONVILLE, CA 95077-5085 CANYON ROAD TO VINCENT RAMP UNDER- CROSSING FED. AID NO. ACNH-P014(52)E WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.400 8,000.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.750 7,500.00 PLAN 003 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 0.454 90,800.00 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.780 15,600.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.036 14,400.00 0.336 134,400.00 (S) 006 TEMPORARY SIGN POST EA 200.0000 200.00 0.000 0.00 007 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 4,800.00 1,258.000 6,290.00 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,000.00 42.000 1,680.00 (S) 009 TEMPORARY PAVEMENT MARKER EA 5.0000 700.00 0.000 0.00 (S) 010 TEMPORARY RAILING (TYPE K) M 36.0000 1224,000.00 25,560.420 920,175.12 (S) 011 TEMPORARY CRASH CUSHION MODULE EA 350.0000 73,500.00 185.000 64,750.00 (S) 012 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 137,000.00 60,881.890 60,881.89 013 REMOVE PAVEMENT MARKING M2 12.0000 1,080.00 30.840 370.08 014 REMOVE PAVEMENT MARKER EA 0.6500 5,525.00 20,781.000 13,507.65 015 REMOVE ROADSIDE SIGN EA 75.0000 825.00 1.000 75.00 016 REMOVE PIPE M 120.0000 1,800.00 4.800 576.00 017 REMOVE INLET EA 300.0000 3,600.00 0.000 0.00 018 REMOVE HEADWALL EA 300.0000 1,800.00 6.000 1,800.00 019 REMOVE DOWNDRAIN M 20.0000 5,400.00 23.500 470.00 020 SALVAGE DOUBLE THRIE BEAM BARRIER M 18.0000 46,080.00 2,560.000 46,080.00 021 SALVAGE METAL BEAM GUARD RAILING M 18.0000 4,680.00 193.000 3,474.00 022 RECONSTRUCT THRIE BEAM BARRIER M 70.0000 156,100.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 50.0000 31,500.00 0.000 0.00 024 RECONSTRUCT METAL BEAM GUARD RAILING M 38.0000 14,440.00 156.000 5,928.00 025 RESET TEMPORARY CRASH CUSHION MODULE EA 10.0000 320.00 0.000 0.00 026 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 2.000 300.00 027 RELOCATE SIGN STRUCTURE EA 5,000.4000 5,000.40 0.000 0.00 028 ADJUST INLET TO GRADE EA 1,100.0000 2,200.00 0.000 0.00 029 MODIFY INLET EA 1,700.0000 15,300.00 0.000 0.00 030 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 031 REMOVE CONCRETE (CHANNEL) M3 45.0000 7,650.00 193.000 8,685.00 032 REMOVE CONCRETE BARRIER M 12.0000 13,680.00 1,140.000 13,680.00 033 CAP INLET EA 800.0000 33,600.00 14.000 11,200.00 034 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 1.000 6,000.00 035 BRIDGE REMOVAL (PORTION), LOCATION B LS 13,000.0000 13,000.00 1.000 13,000.00 036 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 037 BRIDGE REMOVAL (PORTION), LOCATION D LS 12,000.0000 12,000.00 1.000 12,000.00 038 RESET TEMPORARY RAILING (TYPE K) M 9.0000 1,890.00 210.000 1,890.00 039 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.500 100,000.00 040 ROADWAY EXCAVATION M3 12.5000 1937,500.00 8,132.000 101,650.00 102,545.500 1,281,818.75 041 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 81,000.00 1,471.500 73,575.00 (F) 042 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 96,000.00 384.000 38,400.00 (F) 043 DITCH EXCAVATION M3 250.0000 3,000.00 0.000 0.00 044 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 (S) 045 COMPOST (EROSION CONTROL) KG 1.1000 62,920.00 0.000 0.00 (S) 046 STRAW (EROSION CONTROL) TONN 245.0000 31,850.00 0.000 0.00 (S) 047 FIBER (EROSION CONTROL) KG 0.9000 13,770.00 0.000 0.00 (S) 048 PURE LIVE SEED (EROSION CONTROL) KG 110.0000 47,300.00 0.000 0.00 (S) 049 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 6,578.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 051 AGGREGATE BASE (APPROACH SLAB) M3 170.0000 9,010.00 0.000 0.00 052 CLASS 3 AGGREGATE BASE M3 11.0000 671,000.00 6,321.650 69,538.15 27,299.720 300,296.92 053 LEAN CONCRETE BASE M3 60.0000 2418,000.00 2,865.470 171,928.20 5,816.140 348,968.40 054 ASPHALT CONCRETE (TYPE B) TONN 100.0000 663,000.00 17,338.670 1,733,867.00 055 PLACE ASPHALT CONCRETE DIKE M 3.0000 65,700.00 803.300 2,409.90 056 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 23,870.00 500.900 5,509.90 AREA) 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 058 CONCRETE PAVEMENT M3 80.0000 4816,000.00 6,411.380 512,910.40 9,465.460 757,236.80 059 DOWEL (SMOOTH, EPOXY COATED) EA 3.1000 489,800.00 11,199.000 34,716.90 11,199.000 34,716.90 060 DRILL AND GROUT TIE BAR EA 6.6000 303,600.00 13,775.000 90,915.00 15,209.000 100,379.40 061 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 343,390.00 1,485.300 341,619.00 (S) PILING 062 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 159,000.00 10.000 3,000.00 530.000 159,000.00 (F) 063 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1024,000.00 728.500 582,800.00 (F) 064 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 225,000.00 0.000 0.00 (F) (TYPE N) 065 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 442,000.00 0.000 0.00 (F) (TYPE R) 066 CLASS 1 CONCRETE (BOX CULVERT) M3 730.0000 219,000.00 232.490 169,717.70 067 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 399,000.00 1.060 1,590.00 26.890 40,335.00 (F) 068 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 5,610.00 35.040 5,956.80 35.040 5,956.80 069 MINOR CONCRETE (BACKFILL) M3 170.0000 11,900.00 3.030 515.10 070 PAVING NOTCH EXTENSION M3 6,400.0000 121,600.00 0.000 0.00 071 DRILL AND BOND DOWEL M 160.0000 5,280.00 10.800 1,728.00 072 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 187,200.00 36.000 187,200.00 (S) GIRDER (10 M - 15 M) 073 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 92,400.00 12.000 92,400.00 (S) GIRDER (15 M - 20 M) 074 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 72,000.00 6.000 72,000.00 (S) GIRDER (20 M - 25 M) 075 ERECT PRECAST PRESTRESSED CONCRETE EA 625.0000 33,750.00 54.000 33,750.00 (S) GIRDER 076 JOINT SEAL (MR 30 MM) M 150.0000 30,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (MR 15 MM) M 110.0000 7,810.00 0.000 0.00 (S) 078 BAR REINFORCING STEEL KG 1.3000 48,778.60 37,522.000 48,778.60 (SF) 079 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 256,050.00 152,080.900 228,121.35 (SF) 080 BAR REINFORCING STEEL (EPOXY COATED) KG 1.5500 203,670.00 55,377.500 85,835.13 100,121.500 155,188.33 (SF)(BRIDGE) 081 SHOTCRETE M3 300.0000 4,500.00 0.000 0.00 (S) 082 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 127,995.00 0.000 0.00 (F) 083 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 25,599.00 0.000 0.00 (F) 084 760 MM CAST-IN-DRILLED-HOLE M 700.0000 4,900.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 085 920 MM CAST-IN-DRILLED-HOLE M 800.0000 32,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 086 METAL (BARRIER MOUNTED SIGN) KG 3.0000 2,220.00 0.000 0.00 087 ROADSIDE SIGN - ONE POST EA 175.0000 13,475.00 0.000 0.00 088 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0.00 089 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 675.00 0.000 0.00 METHOD) 090 INSTALL ROADSIDE SIGN EA 6,000.0000 6,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 091 450 MM ALTERNATIVE PIPE CULVERT M 110.0000 127,600.00 162.280 17,850.80 092 600 MM ALTERNATIVE PIPE CULVERT M 210.0000 27,300.00 0.000 0.00 093 300 MM PLASTIC PIPE M 48.0000 5,760.00 120.840 5,800.32 120.840 5,800.32 094 450 MM REINFORCED CONCRETE PIPE M 390.0000 3,510.00 8.320 3,244.80 095 600 MM REINFORCED CONCRETE PIPE M 400.0000 6,000.00 0.000 0.00 096 675 MM REINFORCED CONCRETE PIPE M 500.0000 1,000.00 0.000 0.00 097 900 MM REINFORCED CONCRETE PIPE M 550.0000 3,300.00 0.000 0.00 098 1050 MM REINFORCED CONCRETE PIPE M 600.0000 1,200.00 0.000 0.00 099 1200 MM REINFORCED CONCRETE PIPE M 700.0000 2,800.00 0.000 0.00 100 600 MM CORRUGATED STEEL PIPE M 200.0000 6,000.00 16.100 3,220.00 (2.01 MM THICK) 101 750 MM CORRUGATED STEEL PIPE M 350.0000 4,200.00 6.000 2,100.00 9.900 3,465.00 (2.01 MM THICK) 102 1200 MM CORRUGATED STEEL PIPE M 500.0000 2,000.00 2.180 1,090.00 (2.01 MM THICK) 103 80 MM PLASTIC PIPE (EDGE DRAIN) M 40.0000 20,400.00 510.000 20,400.00 PROGRAM CAS145 PAGE 5 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 80.0000 5,600.00 50.000 4,000.00 105 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 190.0000 74,100.00 4.400 836.00 19.800 3,762.00 (2.01 MM THICK) 106 300 MM ENTRANCE TAPER EA 390.0000 13,650.00 0.000 0.00 107 900 MM CORRUGATED STEEL PIPE RISER M 1,000.0000 7,000.00 2.800 2,800.00 (2.01 MM THICK) 108 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 175.0000 7,700.00 0.000 0.00 109 ROCK SLOPE PROTECTION M3 175.0000 7,875.00 0.000 0.00 (FACING, METHOD B) 110 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 175.0000 6,300.00 0.000 0.00 111 SLOPE PAVING (CONCRETE) M3 500.0000 37,500.00 0.000 0.00 (F) 112 ROCK SLOPE PROTECTION FABRIC M2 10.0000 4,500.00 0.000 0.00 113 MISCELLANEOUS IRON AND STEEL KG 1.0000 25,809.00 80.000 80.00 (SF) 114 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 7,200.00 0.000 0.00 115 METAL BEAM GUARD RAILING M 50.0000 4,500.00 0.000 0.00 (S) 116 CONCRETE BARRIER (TYPE 25) M 85.0000 35,870.00 0.000 0.00 (F) 117 SINGLE THRIE BEAM BARRIER (WOOD POST) M 46.0000 349,600.00 0.000 0.00 (S) 118 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 70.0000 24,500.00 0.000 0.00 (S) 119 CABLE RAILING M 30.0000 6,600.00 217.600 6,528.00 (S) 120 CABLE ANCHOR ASSEMBLY EA 550.0000 13,200.00 2.000 1,100.00 (S) (BREAKAWAY, TYPE B) 121 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 50,400.00 1.000 1,800.00 (S) 122 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 0.000 0.00 (S) 123 CONCRETE BARRIER (TYPE 60) M 130.0000 162,500.00 0.000 0.00 124 CONCRETE BARRIER (TYPE 60W MODIFIED) M 320.0000 774,400.00 0.000 0.00 125 CONCRETE BARRIER (TYPE 60C) M 160.0000 14,400.00 0.000 0.00 126 CONCRETE BARRIER (TYPE 60E) M 480.0000 115,200.00 0.000 0.00 127 PAINT TRAFFIC STRIPE (1-COAT) M 0.3500 37,800.00 118,882.410 41,608.84 (S) 128 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 74,900.00 0.000 0.00 (S) 129 PAINT PAVEMENT MARKING (1-COAT) M2 20.0000 700.00 35.130 702.60 (S) 130 PAINT PAVEMENT MARKING (2-COAT) M2 15.0000 8,700.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PAVEMENT MARKER (REFLECTIVE) EA 2.5000 13,525.00 5,689.000 14,222.50 (S) 132 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 14.5000 218,950.00 0.000 0.00 (S) 133 MODIFY TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 0.400 2,000.00 (S) (COUNT) 134 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.700 17,500.00 (S) 135 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.700 17,500.00 (S) 136 TRAFFIC MONITORING STATION (LOCATION 3) LS 25,000.0000 25,000.00 0.700 17,500.00 (S) 137 TRAFFIC MONITORING STATION (LOCATION 4) LS 25,000.0000 25,000.00 0.700 17,500.00 (S) 138 TRAFFIC MONITORING STATION (LOCATION 5) LS 25,000.0000 25,000.00 0.600 15,000.00 (S) 139 TRAFFIC MONITORING STATION (LOCATION 6) LS 25,000.0000 25,000.00 0.600 15,000.00 (S) 140 TRAFFIC MONITORING STATION (LOCATION 7) LS 25,000.0000 25,000.00 0.650 16,250.00 (S) 141 TRAFFIC MONITORING STATION (LOCATION 8) LS 25,000.0000 25,000.00 0.650 16,250.00 (S) 142 TRAFFIC MONITORING STATION (LOCATION 9) LS 25,000.0000 25,000.00 0.600 15,000.00 (S) 143 MODIFY LIGHTING AND SIGN ILLUMINATION LS 10,000.0000 10,000.00 0.250 2,500.00 (S) 144 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,030.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 08:11 AM ESTIMATE NO. 11 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: LATHAM, FRANK C. DATE OF THIS ESTIMATE 06/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,101,176.90 8,641,076.45 ADJUSTMENT OF COMPENSATION 0.00 90,224.46 EXTRA WORK 7,526.28 98,167.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,108,703.18 8,829,468.44 145 MOBILIZATION LS 2471,000.0000 2471,000.00 0.950 2,347,450.00 ORIGINAL CONTRACT AMOUNT 23,590,750.00 TOTAL WORK COMPLETED 1,108,703.18 11,176,918.44 MATERIALS ON HAND ON SITE 173,307.19 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -116,328.75 TOTAL 1,108,703.18 11,233,896.88 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 145 MOBILIZATION 2,359,075.00 2,471,000.00 111,925.00 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 07/24/00 720 09/06/00 08/08/00 09/30/02 146 71 0 0 43% 24% PROGRESS IS SATISFACTORY LATHAM, FRANK C. RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/01