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 02/26/01 EST. NO.22 TIME 07:39 AM R.E. NAME: FU, JOHN 04-228264 --------------------------------------------------------------------------- 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 0058-1 -232.11 E.W. @ F.A.(+) 121500 N 315 0 DAO CORRECTING ENTRY 0058-2 5,476.11 121500 N 315 0 DAO CORRECTING ENTRY 0062 2,185.89 033100 N 110 0 0062-1 -2,185.89 033100 N 110 0 DAO CORRECTING ENTRY 0062-2 4,637.81 033100 N 110 0 DAO CORRECTING ENTRY 008 0060-3 -770.75 E.W. @ F.A.(+) 111699 N 274 0 DAO CORRECTING ENTRY 0060-4 947.50 111699 N 274 0 DAO CORRECTING ENTRY 014 0004 2,070.00 E.W. @ F.A.(+) 110100 N 336 0 016 0001 0.00 A.C. @ L.S.(+) 113099 N 57 0 0002-1 -359.90 120299 N 48 0 DAO CORRECTING ENTRY 0002-2 0.00 120299 N 48 0 DAO CORRECTING ENTRY 0003 0.00 072000 N 0 017 0001-1 -4,116.28 E.W. @ F.A.(+) 120899 N 52 0 DAO CORRECTING ENTRY 0001-2 0.00 120899 N 52 0 DAO CORRECTING ENTRY 019 0001-3 -1,332.55 A.C. @ L.S.(+) 120399 N 49 0 DAO CORRECTING ENTRY 0001-4 0.00 120399 N 49 0 DAO CORRECTING ENTRY 0002-1 -571.16 120199 N 47 0 DAO CORRECTING ENTRY 0002-2 0.00 120199 N 47 0 DAO CORRECTING ENTRY 0003-3 -674.16 120999 N 53 0 DAO CORRECTING ENTRY 0003-4 0.00 120999 N 53 0 DAO CORRECTING ENTRY 0004-1 -697.20 120799 N 51 0 DAO CORRECTING ENTRY 0004-2 0.00 120799 N 51 0 DAO CORRECTING ENTRY 0005-1 -449.87 120699 N 0050 0 DAO CORRECTING ENTRY 0005-2 0.00 120699 N 0050 0 DAO CORRECTING ENTRY 0007-1 -1,186.04 112299 N 45 0 DAO CORRECTING ENTRY 0007-2 0.00 112299 N 45 0 DAO CORRECTING ENTRY 039 0001 66,785.89 E.W. @ L.S.(+) 021301 N 0 040 0002-1 -366.74 E.W. @ F.A.(+) 061200 N 221 0 DAO CORRECTING ENTRY 0002-2 0.00 061200 N 221 0 DAO CORRECTING ENTRY 0002-3 0.00 061200 N 221 0 DAO CORRECTING ENTRY 0002-4 0.00 061200 N 221 0 DAO CORRECTING ENTRY 048 0007-1 -1,579.80 E.W. @ F.A.(+) 121900 N 319 0 DAO CORRECTING ENTRY 0007-2 961.65 121900 N 319 0 DAO CORRECTING ENTRY 68,542.40 TOTAL THIS ESTIMATE 566,866.15 TOTAL PREVIOUS ESTIMATE 635,408.55 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 02/26/01 EST. NO.22 TIME 07:39 AM R.E. NAME: FU, JOHN 04-228264 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE OUT OF SPEC -352.80 10 MAT OUT OF COMPLIANC -5,218.38 15 AC OF COMPLIANCE -3,298.40 16 PCC OUT OF COMPLIANC -176.79 16 ADJ AC DEDUCTION 1,543.40 18 ADJ PCC DEDUCTION 4,068.38 18 0.00 -3,434.59 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 02 PAYROLL DEDUCTION -10,000.00 03 PAYROLL EST. 2 & 3 20,000.00 04 PAYROLL DEDUCTION -10,000.00 06 PAYROLL 10,000.00 08 PAYROLL MISSING SEP -10,000.00 17 REC PAYROLL 09/00 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 -3,434.59 PROGRAM CAS145 PAGE 1 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 LOCATION PROGRESS ESTIMATE 04-CC-4-R14.6/23.0 ----------------- GRANITE CONSTRUCTION IN CONTRA COSTA COUNTY IN AND NEAR 120 GRANITE ROCK WAY PITTSBURG FROM 2.1 KM EAST OF SAN JOSE, CA 95136 WILLOW PASS ROAD UNDERCROSSING TO RAILROAD AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.750 6,000.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 8.2000 16,318.00 3,117.000 25,559.40 003 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 26.0000 32,760.00 1,673.000 43,498.00 004 300 MM TEMPORARY CULVERT M 150.0000 5,700.00 0.000 0.00 005 600 MM TEMPORARY CULVERT M 175.0000 6,300.00 12.497 2,186.98 006 TEMPORARY G2 INLET EA 2,500.0000 10,000.00 0.000 0.00 007 900 MM TEMPORARY INLET M 2,000.0000 18,000.00 5.500 11,000.00 008 PREPARE HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 009 PREPARE STORM WATER POLLUTION PREVENTION LS 150.0000 150.00 0.750 112.50 PLAN 010 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.900 45,000.00 011 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 1,000.00 12.000 12,000.00 012 TEMPORARY SILT FENCE M 10.0000 9,000.00 3,767.880 37,678.80 013 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 44,000.00 60.000 30,000.00 014 TEMPORARY FLARED END SECTION EA 600.0000 1,800.00 5.000 3,000.00 PROTECTION 015 TEMPORARY ROCK BAG CHECK DAM M 10.0000 80.00 62.250 622.50 016 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.750 5,625.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 42,525.0000 42,525.00 0.700 29,767.50 (S) 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 26.0000 598.00 31.200 811.20 019 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.1000 2,750.00 910.000 91.00 15,555.924 1,555.59 020 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,900.00 124.000 3,720.00 021 TEMPORARY PAVEMENT MARKER EA 1.0000 10.00 4,789.000 4,789.00 022 TEMPORARY RAILING (TYPE K) M 30.0000 522,000.00 13,397.210 401,916.30 PROGRAM CAS145 PAGE 2 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 450.0000 4,500.00 190.000 85,500.00 024 REMOVE CHAIN LINK FENCE M 6.5000 18,590.00 4,853.200 31,545.80 025 REMOVE METAL BEAM GUARD RAILING M 17.8500 76,755.00 4,371.911 78,038.61 026 REMOVE FLARED END SECTION EA 400.0000 400.00 1.000 400.00 027 REMOVE PAINTED TRAFFIC STRIPE M 1.7000 72,420.00 1,271.792 2,162.05 028 REMOVE PAINTED PAVEMENT MARKING M2 26.0000 312.00 23.580 613.08 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 1,751.00 13,402.680 22,784.56 030 REMOVE PAVEMENT MARKER EA 1.2000 20,520.00 2,946.000 3,535.20 031 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 2,400.00 6.000 1,200.00 032 REMOVE CULVERT M 50.0000 15,000.00 127.656 6,382.80 033 REMOVE INLET EA 350.0000 7,350.00 10.000 3,500.00 034 REMOVE HEADWALL EA 750.0000 3,750.00 5.000 3,750.00 035 REMOVE MANHOLE EA 500.0000 1,000.00 2.000 1,000.00 036 REMOVE CONCRETE BLOCK WALL M2 35.0000 1,365.00 51.000 1,785.00 037 REMOVE ASPHALT CONCRETE SURFACING M3 18.0000 18,720.00 1,035.000 18,630.00 038 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 1,200.00 0.000 0.00 039 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 2,800.00 0.000 0.00 040 RELOCATE ROADSIDE SIGN-SPECIAL EA 4,000.0000 4,000.00 1.000 4,000.00 041 RELOCATE ROADSIDE SIGN EA 150.0000 150.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 042 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 043 MODIFY INLET EA 1,300.0000 1,300.00 0.000 0.00 044 PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 3,600.00 0.000 0.00 (S) 045 REMOVE CONCRETE M3 65.0000 975.00 16.250 1,056.25 046 REMOVE TEMPORARY RAILING (TYPE K) M 0.1000 16.00 162.000 16.20 047 REMOVE CONCRETE BARRIER (TYPE 50) M 28.0000 13,720.00 48.768 1,365.50 048 REMOVE WALL M2 16.0000 35,840.00 2,428.250 38,852.00 049 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 3 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 051 ROADWAY EXCAVATION M3 14.0000 1066,800.00 56,260.000 787,640.00 052 DITCH EXCAVATION M3 15.0000 7,800.00 127.375 1,910.63 053 STRAW (EROSION CONTROL) TONN 900.0000 1,800.00 36.774 33,096.60 (S) 054 FIBER (EROSION CONTROL) KG 1.0000 340.00 10,614.000 10,614.00 (S) 055 PURE LIVE SEED (EROSION CONTROL) KG 40.0000 1,640.00 228.520 9,140.80 (S) 056 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 300.00 1,701.000 1,701.00 (S) 057 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 335.00 929.880 4,649.40 (S) 058 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000.00 059 LIME STABILIZATION M2 2.0000 109,600.00 91,742.880 183,485.76 060 LIME TONN 95.0000 121,600.00 1,293.750 122,906.25 061 CLASS 3 AGGREGATE SUBBASE M3 12.0000 369,600.00 24,826.613 297,919.36 062 CLASS 2 AGGREGATE BASE M3 36.0000 1015,200.00 5,105.500 183,798.00 16,319.241 587,492.68 063 ASPHALTIC EMULSION (CURING SEAL) TONN 300.0000 14,700.00 46.786 14,035.80 064 ASPHALT TREATED PERMEABLE BASE M3 75.0000 505,500.00 2,757.640 206,823.00 065 ASPHALT CONCRETE (TYPE A) TONN 47.0000 1179,700.00 25,040.280 1,176,893.16 066 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 3,225.00 35.550 2,666.25 AREA) 067 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 2,661.00 605.220 1,815.66 068 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 33.00 0.000 0.00 069 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 24.00 0.000 0.00 070 CONCRETE PAVEMENT M3 110.0000 1573,000.00 7,119.350 783,128.50 071 SEAL PAVEMENT JOINT M 6.0000 79,800.00 10,596.000 63,576.00 072 356 MM CAST-IN-DRILLED-HOLE CONCRETE M 105.0000 421,050.00 3,623.204 380,436.42 (S) PILING (BARRIER) 073 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 1210,000.00 5,233.007 575,630.77 (S) PILING (BARRIER) 074 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 40,500.00 122.000 36,600.00 (F) 075 MINOR CONCRETE (MINOR STRUCTURE) M3 885.0000 238,950.00 8.462 7,488.87 258.148 228,460.98 (F) 076 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 96.0000 1472,640.00 9,213.035 884,451.36 (S) PROGRAM CAS145 PAGE 4 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 SOUND WALL (MASONRY BLOCK) M2 96.0000 158,400.00 1,583.198 151,987.01 (S) 078 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 7,020.00 6,858.000 6,858.00 (SF) 079 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 75,024.00 18,756.000 75,024.00 (F) 080 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 13,129.20 14,111.000 9,877.70 (SF) 081 920 MM CAST-IN-DRILLED-HOLE M 984.0000 20,664.00 15.500 15,252.00 (S) CONCRETE PILE (SIGN FOUNDATION) 082 METAL (BARRIER MOUNTED SIGN) KG 6.0000 74,400.00 5,700.000 34,200.00 083 ROADSIDE SIGN - ONE POST EA 200.0000 4,000.00 1.000 200.00 084 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 459,000.00 64.700 9,705.00 2,234.515 335,177.25 085 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 98,000.00 154.600 27,055.00 086 750 MM ALTERNATIVE PIPE CULVERT M 215.0000 9,245.00 43.000 9,245.00 087 1050 MM ALTERNATIVE PIPE CULVERT M 263.0000 657.50 2.500 657.50 088 1200 MM ALTERNATIVE PIPE CULVERT M 395.0000 102,700.00 255.194 100,801.63 089 450 MM REINFORCED CONCRETE PIPE M 164.0000 6,068.00 18.392 3,016.29 090 750 MM REINFORCED CONCRETE PIPE M 238.0000 4,998.00 24.384 5,803.39 091 900 MM REINFORCED CONCRETE PIPE M 279.0000 9,486.00 26.792 7,474.97 092 1200 MM REINFORCED CONCRETE PIPE M 380.0000 8,360.00 22.792 8,660.96 093 1350 MM REINFORCED CONCRETE PIPE M 425.0000 25,500.00 47.937 20,373.23 094 1650 MM REINFORCED CONCRETE PIPE M 520.0000 62,400.00 93.676 48,711.52 095 1800 MM REINFORCED CONCRETE PIPE M 680.0000 68,000.00 85.597 58,205.96 096 450 MM BITUMINOUS COATED REINFORCED M 190.0000 3,800.00 7.200 1,368.00 CONCRETE PIPE 097 1350 MM BITUMINOUS COATED REINFORCED M 650.0000 9,100.00 14.400 9,360.00 CONCRETE PIPE 098 1650 MM BITUMINOUS COATED REINFORCED M 735.0000 24,990.00 26.823 19,714.91 CONCRETE PIPE 099 1800 MM BITUMINOUS COATED REINFORCED M 950.0000 26,600.00 29.260 27,797.00 CONCRETE PIPE 100 200 MM PERFORATED PLASTIC M 40.0000 88,800.00 0.000 0.00 PIPE UNDERDRAIN 101 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 99,720.00 3,277.000 58,986.00 102 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 12,000.00 238.000 11,900.00 103 750 MM WELDED STEEL PIPE M 650.0000 7,800.00 0.000 0.00 ENCASEMENT PROGRAM CAS145 PAGE 5 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 105 750 MM ALTERNATIVE FLARED END SECTION EA 550.0000 550.00 1.000 550.00 106 1050 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 107 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 460.0000 2,760.00 5.350 2,461.00 108 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 80.0000 27,280.00 260.500 20,840.00 109 CONCRETE (DITCH LINING) M3 375.0000 128,250.00 50.159 18,809.63 110 FILTER FABRIC M2 3.0000 600.00 473.300 1,419.90 111 MINOR CONCRETE (MISCELLANEOUS M3 425.0000 31,875.00 44.315 18,833.88 CONSTRUCTION) 112 MISCELLANEOUS IRON AND STEEL KG 1.5000 15,984.00 5,476.000 8,214.00 (SF) 113 CHAIN LINK FENCE (TYPE CL-1.2) M 29.0000 35,670.00 1,023.000 29,667.00 (S) 114 CHAIN LINK FENCE (TYPE CL-1.8) M 20.0000 20,000.00 1,734.800 34,696.00 (S) 115 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 400.0000 5,200.00 8.000 3,200.00 (S) 116 SURVEY MONUMENT EA 600.0000 4,200.00 0.000 0.00 117 DELINEATOR (CLASS 1) EA 35.0000 840.00 8.000 280.00 118 MILEPOST MARKER EA 35.0000 245.00 0.000 0.00 119 OBJECT MARKER (TYPE L-1) EA 35.0000 350.00 13.000 455.00 120 METAL BEAM GUARD RAILING (WOOD POST) M 58.0000 11,020.00 69.300 4,019.40 (S) 121 CONCRETE BARRIER (TYPE 27S) M 133.0000 555,940.00 2,559.229 340,377.46 122 CONCRETE BARRIER (BART TYPE D) M 234.0000 1041,300.00 297.789 69,682.63 2,051.432 480,035.09 123 CABLE ANCHOR ASSEMBLY EA 500.0000 4,500.00 6.000 3,000.00 (BREAKAWAY, TYPE B) 124 TERMINAL SYSTEM (TYPE SRT) EA 1,400.0000 12,600.00 6.000 8,400.00 (S) 125 CONCRETE BARRIER (TYPE 60C) M 250.0000 640,000.00 1,796.777 449,194.25 126 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 456.00 0.000 0.00 (S) 127 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 280.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 128 PAINT TRAFFIC STRIPE (2-COAT) M 0.3400 11,492.00 1,447.519 492.16 10,298.519 3,501.50 (S) 129 PAINT PAVEMENT MARKING (2-COAT) M2 26.0000 5,200.00 5.760 149.76 49.620 1,290.12 (S) 130 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8000 17,892.00 170.000 306.00 2,232.000 4,017.60 (S) PROGRAM CAS145 PAGE 6 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PAVEMENT MARKER (REFLECTIVE) EA 3.3000 14,718.00 80.000 264.00 781.000 2,577.30 (S) 132 LIGHTING (TEMPORARY) LS 20,000.0000 20,000.00 0.900 18,000.00 (S) 133 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 0.850 17,000.00 (S) (LOCATION 1) 134 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 0.850 17,000.00 (S) (LOCATION 2) 135 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 3) 136 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 4) 137 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 0.800 16,000.00 (S) (LOCATION 5) 138 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 1) 139 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 2) 140 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 3) 141 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 4) 142 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 5) 143 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 6) 144 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.700 14,000.00 (S) (LOCATION 7) 145 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 8) 146 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 9) 147 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 10) 148 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 11) 149 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.550 11,000.00 (S) (LOCATION 12) 150 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.750 15,000.00 (S) (LOCATION 13) 151 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.900 18,000.00 (S) (LOCATION 14) 152 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.850 17,000.00 (S) (LOCATION 15) 153 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.900 18,000.00 (S) (LOCATION 16) 154 BART DUCT BANKS LS 20,000.0000 20,000.00 1.000 20,000.00 (S) PROGRAM CAS145 PAGE 7 DATE 02/26/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228264 TIME 07:39 AM ESTIMATE NO. 22 BID OPENING 05/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: FU, JOHN DATE OF THIS ESTIMATE 02/26/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 272,977.42 10,238,880.65 ADJUSTMENT OF COMPENSATION -5,270.88 199,640.44 EXTRA WORK 73,813.28 435,768.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 341,519.82 10,874,289.20 155 MOBILIZATION LS 1627,000.0000 1627,000.00 1.000 1,627,000.00 ORIGINAL CONTRACT AMOUNT 16,741,986.70 TOTAL WORK COMPLETED 341,519.82 12,501,289.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,434.59 TOTAL 341,519.82 12,497,854.61 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 06/11/99 395 06/11/99 06/25/99 06/27/01 337 75 0 33 70% 77% PROGRESS IS SATISFACTORY PENDING CCOS FU, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/01