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 04/23/03 EST. NO.33 TIME 03:38 PM R.E. NAME: PASCAL, ANTHONY 02-364304 --------------------------------------------------------------------------- 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 0002 2,202.40 E.W. @ U.P (+) 031703 N 800 0 007 0003 110.14 A.C. @ L.S.(+) 041603 N 808 0 010 0052 1,599.61 E.W. @ F.A.(+) 031803 N 802 0 0053 149.29 031903 N 803 0 0054 95.17 083002 N 807 0 039 0001 11,371.20 A.C. @ F.A.(+) 040303 N 805 0 052 0082-1 -2,666.77 E.W. @ F.A.(+) 093002 N 740 0 DAO CORRECTING ENTRY 0082-2 1,924.27 093002 N 740 0 DAO CORRECTING ENTRY 0086-1 -1,390.30 092502 N 792 0 DAO CORRECTING ENTRY 0086-2 882.90 092502 N 792 0 DAO CORRECTING ENTRY 064 0002 7,862.83 E.W. @ L.S.(+) 040303 N 804 0 0003 4,765.35 041503 N 806 0 077 0001 25,915.07 A.C. @ U.P.(+) 041403 N 500 0 52,821.16 TOTAL THIS ESTIMATE 2,474,404.61 TOTAL PREVIOUS ESTIMATE 2,527,225.77 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 04/23/03 EST. NO.33 TIME 03:38 PM R.E. NAME: PASCAL, ANTHONY 02-364304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVEY RE-STAKE -2,500.00 10 CPM RETENTION -59,184.00 12 RET CPM RETENTION 59,184.00 15 SWPPP NONCOMPLIANCE -35,872.50 22 RCLCASE SWPPP DEDUCT 35,872.50 24 RAMP CLOSURE LD -75,200.00 27 SWPPP DEDUCTION 5% -53,000.00 27 RELEASE SWPPP DEDUCT 53,000.00 29 0.00 -77,700.00 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -10,000.00 22 MISSING PRS EST 26 -5,000.00 26 RET EST 25 DEDUCT 10,000.00 26 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -82,700.00 PROGRAM CAS145 PAGE 1 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 LOCATION PROGRESS ESTIMATE 02-SIS-5-2.7/R11.4 ----------------- GRANITE CONST CO IN SISKIYOU COUNTY IN AND NEAR PO BOX 50085 DUNSMUIR AND MOUNT SHASTA AT WATSONVILLE CA 95077-5085 VARIOUS LOCATIONS FED. AID NO. ACIM-005 -9(156)730,STP-P089(74)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,017.7500 6,017.75 0.750 4,513.31 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 370,000.00 251.000 251,000.00 003 TEMPORARY FENCE M 17.3500 4,337.50 190.000 3,296.50 004 PREPARE STORM WATER POLLUTION PREVENTION LS 2,625.0000 2,625.00 1.000 2,625.00 PLAN 005 WATER POLLUTION CONTROL LS 17,928.7000 17,928.70 0.678 12,155.66 006 CONSTRUCTION AREA SIGNS LS 42,000.0000 42,000.00 0.804 33,768.00 007 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.711 248,850.00 (S) 008 FLASHING ARROW SIGN LS 14,284.0000 14,284.00 1.000 14,284.00 (S) 009 TYPE III BARRICADE EA 530.0000 5,830.00 16.000 8,480.00 (S) 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 63.0000 1,512.00 11.700 737.10 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 43,800.00 13,220.900 39,662.70 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 3,000.00 81.900 4,095.00 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 61,650.00 64,803.000 48,602.25 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 530.000 21,200.00 (S) 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,898.0000 36,898.00 0.775 28,595.95 (S) 016 PORTABLE RADAR SIGN EA 11,900.0000 23,800.00 0.900 10,710.00 (S) 017 TEMPORARY FLASHING BEACON LS 8,575.0000 8,575.00 0.771 6,611.33 (S) 018 TEMPORARY RAILING (TYPE K) M 21.0000 283,500.00 10,174.360 213,661.56 (S) 019 TEMPORARY CRASH CUSHION MODULE EA 400.0000 64,000.00 132.000 52,800.00 (S) 020 ABANDON CULVERT EA 800.0000 3,200.00 4.000 3,200.00 021 OBLITERATE SURFACING M2 3.5500 8,555.50 3,679.000 13,060.45 022 REMOVE METAL BEAM GUARD RAILING M 14.0000 6,160.00 982.650 13,757.10 PROGRAM CAS145 PAGE 2 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 3.0000 85,800.00 4,941.550 14,824.65 024 REMOVE PAVEMENT MARKING M2 40.0000 480.00 0.000 0.00 025 REMOVE PAVEMENT MARKER EA 3.5000 1,435.00 284.000 994.00 026 REMOVE ROADSIDE SIGN EA 100.0000 8,300.00 77.000 7,700.00 027 REMOVE ROADSIDE SIGN (TIMBER POLE) EA 525.0000 7,875.00 0.000 0.00 028 REMOVE ASPHALT CONCRETE DIKE M 5.0000 10,550.00 1,747.000 8,735.00 029 REMOVE OVERSIDE DRAIN EA 1,300.0000 1,300.00 2.000 2,600.00 030 REMOVE CULVERT EA 1,500.0000 4,500.00 3.000 4,500.00 031 REMOVE INLET EA 900.0000 4,500.00 5.000 4,500.00 032 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 14,448.00 2,065.800 14,460.60 033 RECONSTRUCT CHAIN LINK FENCE M 70.0000 55,300.00 0.000 0.00 034 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 35,000.00 612.650 30,632.50 035 RECONSTRUCT METAL BEAM GUARD RAILING M 35.0000 211,750.00 5,692.520 199,238.20 (2.1 M POST) 036 RELOCATE ROADSIDE SIGN EA 320.0000 960.00 7.000 2,240.00 037 RELOCATE METAL BEAM GUARD RAILING M 48.0000 21,600.00 537.210 25,786.08 (2.1 M POST) 038 ADJUST FRAME AND GRATE TO GRADE EA 600.0000 21,000.00 21.000 12,600.00 039 MODIFY INLET (TYPE 1) EA 1,170.0000 5,850.00 4.000 4,680.00 040 MODIFY INLET (TYPE 2) EA 2,866.0000 5,732.00 2.000 5,732.00 041 MODIFY INLET (TYPE 3) EA 1,517.0000 6,068.00 3.000 4,551.00 042 MODIFY INLET (TYPE 4) EA 1,775.0000 3,550.00 2.000 3,550.00 043 MODIFY INLET (TYPE 5) EA 3,700.0000 3,700.00 0.000 0.00 044 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 325.0000 1,950.00 0.000 0.00 045 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7000 179,200.00 218,283.740 152,798.62 (S) (45 MM MAXIMUM) 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.6000 37,072.00 8,536.150 47,802.44 (S) (60 MM MAXIMUM) 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.7500 47,300.00 13,740.800 37,787.20 (S) (90 MM MAXIMUM) 048 REMOVE CONCRETE M3 40.0000 22,800.00 277.010 11,080.40 049 REMOVE CONCRETE (CURB AND GUTTER) M 15.0000 10,350.00 406.000 6,090.00 PROGRAM CAS145 PAGE 3 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 60.0000 24,600.00 379.000 22,740.00 (TYPE 60 MODIFIED) 051 REMOVE CONCRETE BARRIER (TYPE K) M 38.0000 35,340.00 907.700 34,492.60 052 REMOVE CONCRETE BARRIER (TYPE 50) M 80.0000 28,800.00 365.400 29,232.00 053 CLEAN BRIDGE DECK M2 30.0000 22,860.00 762.500 22,875.00 054 BRIDGE REMOVAL (PORTION) LS 175,500.0000 175,500.00 1.000 175,500.00 055 SALVAGE CRASH CUSHION MODULES EA 130.0000 5,590.00 33.000 4,290.00 056 CLEARING AND GRUBBING LS 14,400.0000 14,400.00 1.000 14,400.00 057 ROADWAY EXCAVATION M3 10.2500 837,425.00 72,483.908 742,960.06 058 SHOULDER BACKING STA 700.0000 266,000.00 339.200 237,440.00 059 SAND BACKFILL M3 12.0000 660.00 6.200 74.40 060 IMPORTED BORROW M3 25.0000 7,000.00 120.000 3,000.00 061 IMPORTED TOPSOIL TONN 21.0000 112,980.00 3,750.991 78,770.81 (S) 062 STRAW (EROSION CONTROL) TONN 455.0000 5,005.00 10.342 4,705.61 (S) 063 FIBER (EROSION CONTROL) KG 0.7000 1,820.00 2,448.800 1,714.16 (S) 064 GYPSUM (EROSION CONTROL) KG 1.1000 7,150.00 6,496.500 7,146.15 (S) 065 COMPOST (EROSION CONTROL) KG 0.9000 7,020.00 7,768.400 6,991.56 (S) 066 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 16,900.00 109.140 14,188.20 (S) 067 CLASS 2 AGGREGATE SUBBASE M3 18.0000 252,000.00 13,782.182 248,079.28 068 CLASS 2 AGGREGATE BASE M3 50.0000 565,000.00 11,257.534 562,876.70 069 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 18,400.00 10.900 4,360.00 070 CEMENT TREATED PERMEABLE BASE M3 114.0000 1,185,600.00 9,846.345 1,122,483.33 071 REPLACE ASPHALT CONCRETE SURFACING M3 290.0000 31,900.00 104.900 30,421.00 072 ASPHALT CONCRETE (BRIDGE) TONN 27.0000 16,308.00 0.000 0.00 073 ASPHALT CONCRETE TONN 51.0000 6,023,100.00 328.360 16,746.36 100,137.770 5,107,026.27 074 PLACE ASPHALT CONCRETE DIKE M 6.0000 16,980.00 4,339.000 26,034.00 075 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.2500 44,775.00 -376.000 -4,230.00 6,493.280 73,049.40 AREA) 076 RUMBLE STRIP (PCC) STA 105.0000 11,550.00 98.410 10,333.05 PROGRAM CAS145 PAGE 4 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 RUMBLE STRIP (GROUND IN) STA 115.0000 42,550.00 437.950 50,364.25 078 CONCRETE PAVEMENT M3 135.0000 3,145,500.00 21,767.783 2,938,650.71 079 CONCRETE PAVEMENT (ACCELERATED) M3 140.0000 621,600.00 4,393.815 615,134.10 080 REPLACE CONCRETE PAVEMENT M3 460.0000 27,140.00 117.180 53,902.80 (ASPHALT CONCRETE) 081 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 375.0000 101,250.00 0.000 0.00 082 INTERMEDIATE PAVEMENT ANCHOR EA 1,300.0000 18,200.00 14.000 18,200.00 083 SEAL PAVEMENT JOINT M 4.0000 82,800.00 32,633.540 130,534.16 084 CRACK EXISTING CONCRETE PAVEMENT M2 1.0000 12,800.00 12,356.000 12,356.00 085 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 240,000.00 200.000 240,000.00 (F) 086 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 320,600.00 458.000 320,600.00 (F) (TYPE R) 087 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 20,900.00 17.800 19,580.00 (F) 088 MINOR CONCRETE (HEADWALL) M3 1,100.0000 20,900.00 9.000 9,900.00 (F) 089 PAVING NOTCH EXTENSION M3 1,650.0000 18,150.00 6.310 10,411.50 090 FURNISH POLYESTER CONCRETE OVERLAY M3 2,600.0000 46,800.00 16.300 42,380.00 091 PLACE POLYESTER CONCRETE OVERLAY M2 50.0000 38,100.00 761.600 38,080.00 (F) 092 JOINT SEAL (ASPHALTIC PLUG) M 475.0000 61,275.00 0.000 0.00 (S) 093 JOINT SEAL (MR 40 MM) M 140.0000 3,500.00 23.800 3,332.00 (S) 094 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 68,400.00 36,000.000 68,400.00 (SF) 095 DECK SEAL M2 10.5000 21,871.50 0.000 0.00 (SF) 096 SLURRY LEVELING COURSE L 12.0000 10,080.00 0.000 0.00 (S) 097 ROADSIDE SIGN - ONE POST EA 280.0000 19,600.00 -1.000 -280.00 66.000 18,480.00 098 ROADSIDE SIGN - TWO POST EA 450.0000 4,050.00 8.000 3,600.00 099 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 210.0000 420.00 2.000 420.00 METHOD) 100 INSTALL ROADSIDE SIGN EA 1,400.0000 22,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 101 300 MM ALTERNATIVE PIPE CULVERT M 85.0000 26,350.00 212.000 18,020.00 102 450 MM ALTERNATIVE PIPE CULVERT M 90.0000 16,200.00 129.000 11,610.00 103 600 MM ALTERNATIVE PIPE CULVERT M 100.0000 74,000.00 739.600 73,960.00 PROGRAM CAS145 PAGE 5 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 750 MM ALTERNATIVE PIPE CULVERT M 115.0000 345.00 3.650 419.75 105 300 MM CORRUGATED STEEL PIPE M 95.0000 570.00 6.000 570.00 (2.01 MM THICK) 106 MODIFIED CLEANOUT (200 MM) EA 650.0000 650.00 0.000 0.00 107 80 MM PLASTIC PIPE (CROSSDRAIN) M 40.0000 83,200.00 1,499.930 59,997.20 (TYPE 1) 108 200 MM PERFORATED PLASTIC M 30.0000 12,900.00 439.000 13,170.00 PIPE UNDERDRAIN 109 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 477,400.00 12,855.170 282,813.74 (TYPE 1) 110 80 MM PLASTIC PIPE (EDGE DRAIN) M 23.0000 173,650.00 6,732.780 154,853.94 (TYPE 6) 111 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 300.00 0.000 0.00 112 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 25.0000 91,500.00 2,777.660 69,441.50 (TYPE 1) 113 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 16,800.00 469.080 14,072.40 (TYPE 6) 114 PERMEABLE MATERIAL (BLANKET) M3 55.0000 143,000.00 1,201.100 66,060.50 115 900 MM CORRUGATED STEEL PIPE INLET M 760.0000 16,720.00 -4.400 -3,344.00 24.700 18,772.00 (2.77 MM THICK) 116 GRATED LINE DRAIN M 385.0000 57,750.00 124.000 47,740.00 117 JACKED 600 MM WELDED STEEL PIPE M 780.0000 58,500.00 75.000 58,500.00 (6.35 MM THICK) 118 450 MM ALTERNATIVE FLARED END SECTION EA 90.0000 90.00 0.000 0.00 119 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 7,800.00 85.400 17,080.00 120 ROCK SLOPE PROTECTION FABRIC M2 1.5000 126.00 112.000 168.00 121 CONCRETE DIKE (TYPE A) M 19.0000 5,700.00 0.000 0.00 122 MINOR CONCRETE (CONCRETE APRON) M3 650.0000 11,050.00 5.400 3,510.00 123 MINOR CONCRETE (GUTTER DEPRESSION) M3 425.0000 7,225.00 17.000 7,225.00 124 FRAME AND GRATE (TYPE 600-12X) EA 125.0000 3,000.00 20.000 2,500.00 (SF) 125 FRAME AND GRATE (900R SPECIAL) EA 175.0000 3,500.00 23.000 4,025.00 (SF) 126 FRAME AND GRATE (900RX) EA 165.0000 1,155.00 8.000 1,320.00 (SF) 127 FRAME AND GRATE (SPECIAL RECTANGULAR) EA 300.0000 1,500.00 2.000 600.00 (SF) 128 DELINEATOR (CLASS 2) EA 34.0000 20,060.00 548.000 18,632.00 129 MARKER (CULVERT) EA 41.0000 5,330.00 7.000 287.00 130 OBJECT MARKER (TYPE L-1) EA 41.0000 1,435.00 35.000 1,435.00 PROGRAM CAS145 PAGE 6 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL BEAM GUARD RAILING M 50.0000 30,000.00 666.500 33,325.00 (S) 132 METAL BEAM GUARD RAILING M 70.0000 16,100.00 476.250 33,337.50 (S) (2.1 M WOOD POST) 133 CABLE RAILING M 90.0000 14,400.00 0.000 0.00 (S) 134 CABLE RAILING (EXISTING POSTS) M 18.0000 2,340.00 0.000 0.00 (S) 135 TERMINAL SECTION (TYPE B) EA 150.0000 2,250.00 16.000 2,400.00 (S) 136 END SECTION EA 150.0000 300.00 7.000 1,050.00 (S) 137 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 46,000.00 23.000 46,000.00 (S) 138 TERMINAL SYSTEM (TYPE CAT) EA 5,700.0000 22,800.00 4.000 22,800.00 (S) 139 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 11,200.00 14.000 11,200.00 (S) 140 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 6,000.00 6.000 6,000.00 (S) 141 RETURN SECTION EA 140.0000 840.00 6.000 840.00 (S) 142 CRASH CUSHION (REACT 9CBB) EA 25,000.0000 75,000.00 0.000 0.00 (S) 143 CONCRETE BARRIER (TYPE 60) M 160.0000 67,200.00 0.000 0.00 144 CONCRETE BARRIER (TYPE 60 MODIFIED) M 170.0000 69,700.00 310.000 52,700.00 145 CONCRETE BARRIER (TYPE 60E) M 900.0000 10,800.00 10.000 9,000.00 146 CONCRETE BARRIER (TYPE 736) M 210.0000 36,960.00 176.000 36,960.00 (F) 147 VERTICAL FACE BARRIER M 235.0000 44,650.00 98.100 23,053.50 148 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 8,320.00 153.180 7,965.36 (S) 149 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.5000 73,000.00 -80,355.000 -40,177.50 112,792.000 56,396.00 (S) 150 PAVEMENT MARKER (RETROREFLECTIVE- EA 10.0000 60,000.00 4,859.000 48,590.00 (S) RECESSED) 151 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.060 18,000.00 1.000 300,000.00 (S) 152 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 99,300.0000 99,300.00 0.000 0.00 (S) 153 CONCRETE BARRIER (TYPE 60) M 125.0000 93,750.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 03:38 PM ESTIMATE NO. 33 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -13,285.14 16,456,458.09 ADJUSTMENT OF COMPENSATION 37,396.41 397,770.12 EXTRA WORK 15,424.75 2,129,455.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,536.02 18,983,683.86 154 MOBILIZATION LS 1880,088.0000 1,880,088.00 1.000 1,880,088.00 ORIGINAL CONTRACT AMOUNT 21,171,596.95 TOTAL WORK COMPLETED 39,536.02 20,863,771.86 MATERIALS ON HAND ON SITE 75,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -82,700.00 TOTAL 39,536.02 20,856,071.86 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 11/17/00 370 04/23/01 12/04/00 06/09/03 251 338 5 0 92% 67% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/18/02. PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/03