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 07/19/02 EST. NO.06 TIME 11:11 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 0028 1,116.16 E.W. @ F.A.(+) 053102 N 0060.0 017 0001 324,609.00 A.C. @ L.S.(+) 071502 N NONE 0 0002 20,000.00 071502 N NONE-2 018 0005 1,036.24 E.W. @ F.A.(+) 051002 Y 0046.1 020 0004 583.84 E.W. @ F.A.(+) 051402 Y 0051.0 0005 89.21 051502 N 0053.0 347,434.45 TOTAL THIS ESTIMATE 40,922.31 TOTAL PREVIOUS ESTIMATE 388,356.76 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 07/19/02 EST. NO.06 TIME 11:11 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT ELECTRIAL -5,000.00 03 ELECTRICAL RECEIVED 5,000.00 04 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 PAYROLLS RECEIVED 10,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 LOCATION PROGRESS ESTIMATE 04-NAP-29-11.6/13.5 ----------------- R AND L BROSAMER, INC. IN NAPA COUNTY IN NAPA ON ROUTE 29 P.O.BOX 238 FROM FIRST STREET OVERCROSSING TO ALAMO, CA 94507-0238 SIERRA AVENUE FED. AID NO. ACST-P029(89)E ,P-P029(89)E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCT RAILROAD TRACKS LS 850,000.0000 850,000.00 0.300 255,000.00 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 003 SURVEY OF EXISTING NON-HIGHWAY LS 75,000.0000 75,000.00 0.040 3,000.00 0.560 42,000.00 FACILITIES 004 VIBRATION MONITORING EA 100.0000 65,000.00 29.000 2,900.00 005 TEMPORARY MONITORING WELLS M 250.0000 47,500.00 5.000 1,250.00 183.500 45,875.00 006 TEMPORARY DECKING LS 3,000.0000 3,000.00 0.000 0.00 007 PROGRESS SCHEDULE (CRITICAL PATH) LS 50,000.0000 50,000.00 0.250 12,500.00 008 TIME-RELATED OVERHEAD WDAY 500.0000 455,000.00 20.000 10,000.00 109.000 54,500.00 009 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 19,500.00 39.360 590.40 581.195 8,717.93 010 4.3 M TEMPORARY GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 011 300 MM TEMPORARY CULVERT M 100.0000 15,400.00 75.810 7,581.00 012 300 MM TEMPORARY AFES EA 300.0000 900.00 0.000 0.00 013 JACKED 300 MM TEMPORARY CULVERT M 1,200.0000 15,600.00 0.000 0.00 014 450 MM TEMPORARY CULVERT M 300.0000 900.00 0.000 0.00 015 900 MM TEMPORARY CULVERT M 500.0000 17,500.00 0.000 0.00 016 1350 MM TEMPORARY CULVERT M 600.0000 72,000.00 134.200 80,520.00 017 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 018 NON-STORM WATER DISCHARGE LS 1000,000.0000 1,000,000.00 0.030 30,000.00 0.230 230,000.00 019 HEALTH AND SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 (HAZARDOUS MATERIAL) 020 PREPARE STORM WATER POLLUTION LS 3,150.0000 3,150.00 0.750 2,362.50 PREVENTION PLAN 021 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.067 8,375.00 0.165 20,625.00 (S) 022 TEMPORARY COVER LS 10,000.0000 10,000.00 0.046 460.00 (S) PROGRAM CAS145 PAGE 2 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,000.00 5.000 2,000.00 8.000 3,200.00 (S) 024 TEMPORARY CONCRETE WASHOUT FACILITY LS 10,000.0000 10,000.00 0.165 1,650.00 0.165 1,650.00 025 TEMPORARY FENCE (TYPE ESA) M 15.0000 4,050.00 234.000 3,510.00 (S) 026 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 0.117 2,925.00 027 TEMPORARY EROSION CONTROL M2 0.6000 60,000.00 0.000 0.00 (S) 028 TEMPORARY SILT FENCE M 20.0000 6,000.00 0.000 0.00 (S) 029 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.014 350.00 0.500 12,500.00 (S) 030 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.067 13,400.00 0.165 33,000.00 (S) 031 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 30,000.00 2.000 20,000.00 (S) 032 TEMPORARY RAILING (TYPE K) M 30.0000 322,500.00 473.050 14,191.50 2,384.785 71,543.55 (S) 033 TEMPORARY CRASH CUSHION MODULE EA 300.0000 75,000.00 19.600 5,880.00 119.000 35,700.00 (S) 034 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 3,000.00 0.000 0.00 035 ABANDON CULVERT EA 2,000.0000 6,000.00 0.000 0.00 036 ABANDON INLET EA 1,000.0000 3,000.00 0.000 0.00 037 OBLITERATE SURFACING M2 2.0000 22,600.00 0.000 0.00 038 REMOVE CHAIN LINK FENCE M 20.0000 26,400.00 99.000 1,980.00 830.725 16,614.50 039 RECONSTRUCT STEEL GATE LS 1,500.0000 1,500.00 0.000 0.00 040 REMOVE METAL BEAM GUARD RAILING M 40.0000 8,000.00 150.374 6,014.96 041 REMOVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 042 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 12,750.00 1,103.000 3,309.00 2,355.000 7,065.00 043 REMOVE PAVEMENT MARKING M2 50.0000 6,000.00 43.700 2,185.00 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 589.000 1,767.00 045 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 10,500.00 0.000 0.00 STRIPE 046 REMOVE PAVEMENT MARKER EA 3.0000 1,470.00 40.000 120.00 115.000 345.00 047 REMOVE ASPHALT CONCRETE DIKE M 6.0000 780.00 15.000 90.00 048 REMOVE CULVERT M 100.0000 53,000.00 60.960 6,096.00 049 REMOVE INLET EA 1,000.0000 9,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 1,000.0000 5,000.00 0.000 0.00 051 REMOVE MANHOLE EA 1,000.0000 5,000.00 0.000 0.00 052 REMOVE BASE AND SURFACING M3 30.0000 4,800.00 0.000 0.00 053 SALVAGE SINGLE THRIE BEAM BARRIER M 15.0000 10,500.00 0.000 0.00 054 SALVAGE DOUBLE THRIE BEAM BARRIER M 20.0000 12,200.00 0.000 0.00 055 SALVAGE ROADSIDE SIGN EA 100.0000 5,000.00 1.000 100.00 3.000 300.00 056 RECONSTRUCT CHAIN LINK FENCE M 40.0000 11,120.00 0.000 0.00 057 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 0.000 0.00 058 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 33,250.00 0.000 0.00 (S) (45 MM MAXIMUM) 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 6,480.00 0.000 0.00 (S) (60 MM MAXIMUM) 060 REMOVE CONCRETE PAVEMENT M3 125.0000 11,250.00 0.000 0.00 061 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 125.0000 9,500.00 4.600 575.00 062 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 1,650.00 1.100 165.00 063 REMOVE CONCRETE ISLAND (PORTIONS) M3 150.0000 16,500.00 0.000 0.00 064 REMOVE CONCRETE (CURB, GUTTER, AND M3 150.0000 27,000.00 46.000 6,900.00 SIDEWALK) 065 REMOVE SOUND WALL LS 8,000.0000 8,000.00 0.000 0.00 066 CLEARING AND GRUBBING LS 49,500.0000 49,500.00 1.000 49,500.00 067 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 1.000 27,000.00 068 ROADWAY EXCAVATION M3 10.0000 4,110,000.00 33,234.364 332,343.64 81,038.164 810,381.64 069 ROADWAY EXCAVATION (TYPE Y) M3 25.0000 225,000.00 617.320 15,433.00 7,674.648 191,866.20 (AERIALLY DEPOSITED LEAD) 070 ROADWAY EXCAVATION (TYPE R) M3 75.0000 101,250.00 1,506.600 112,995.00 2,566.800 192,510.00 071 STRUCTURE EXCAVATION, INVERTED SIPHON M3 100.0000 222,000.00 0.000 0.00 (F) 072 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 1,268,000.00 830.000 332,000.00 830.000 332,000.00 (F) 073 STRUCTURE EXCAVATION (PUMPING PLANT) M3 130.0000 591,500.00 910.000 118,300.00 910.000 118,300.00 (F) 074 STRUCTURE EXCAVATION, RETAINING WALL M3 75.0000 436,875.00 0.000 0.00 (F) (TYPE D) 075 STRUCTURE BACKFILL M3 40.0000 72,000.00 0.000 0.00 (F) (PUMPING PLANT) (TYPE A) 076 STRUCTURE BACKFILL, INVERTED SIPHON M3 40.0000 38,000.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 209,000.00 0.000 0.00 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 350,000.00 0.000 0.00 (F) 079 SAND BACKFILL M3 200.0000 5,400.00 0.000 0.00 080 DITCH EXCAVATION M3 15.0000 7,500.00 0.000 0.00 081 SUBGRADE ENHANCEMENT FABRIC M2 3.0000 21,720.00 395.726 1,187.18 3,661.559 10,984.68 082 EROSION CONTROL (BLANKET) M2 5.0000 25,050.00 0.000 0.00 (S) 083 MOVE IN/MOVE OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 0.000 0.00 (S) 084 MOVE IN/MOVE OUT EA 1,000.0000 6,000.00 0.000 0.00 (F) (TEMPORARY EROSION CONTROL) 085 STRAW (EROSION CONTROL) TONN 400.0000 18,000.00 0.000 0.00 (S) 086 FIBER (EROSION CONTROL) KG 1.0000 7,170.00 0.000 0.00 (S) 087 FIBER ROLLS M 15.0000 77,550.00 0.000 0.00 (S) 088 COMPOST (EROSION CONTROL) KG 0.7500 15,525.00 0.000 0.00 (S) 089 PURE LIVE SEED - TYPE 1 KG 50.0000 16,500.00 0.000 0.00 (S) (EROSION CONTROL) 090 PURE LIVE SEED - TYPE 2 KG 75.0000 6,525.00 0.000 0.00 (S) (EROSION CONTROL) 091 PURE LIVE SEED - TYPE 3 KG 75.0000 1,050.00 0.000 0.00 (S) (EROSION CONTROL) 092 PURE LIVE SEED - TYPE 4 KG 75.0000 12,750.00 0.000 0.00 (S) (EROSION CONTROL) 093 PURE LIVE SEED - TYPE 5 KG 75.0000 6,825.00 0.000 0.00 (S) (EROSION CONTROL) 094 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 6,320.00 0.000 0.00 (S) 095 INITIAL SITE WORK LS 6,000.0000 6,000.00 1.000 6,000.00 (S) 096 MAINTAIN EXISTING PLANTING LS 100,000.0000 100,000.00 0.025 2,500.00 0.080 8,000.00 (S) 097 WATER METER EA 5,000.0000 10,000.00 0.000 0.00 (S) 098 150 MM PLASTIC PIPE SCH 40 SUPPLY LINE M 40.0000 3,160.00 0.000 0.00 099 200 MM CORRUGATED HIGH DENSITY M 80.0000 12,000.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 100 CLASS 4 AGGREGATE SUBBASE M3 40.0000 432,000.00 434.400 17,376.00 101 CLASS 2 AGGREGATE BASE M3 65.0000 29,575.00 0.000 0.00 102 CLASS 3 AGGREGATE BASE M3 50.0000 845,000.00 295.604 14,780.20 1,821.383 91,069.15 103 ASPHALT TREATED PERMEABLE BASE M3 90.0000 367,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALTIC EMULSION TONN 400.0000 2,160.00 0.000 0.00 105 ASPHALT CONCRETE TONN 56.0000 2,100,000.00 3,900.620 218,434.72 106 ASPHALT CONCRETE (OPEN GRADED) TONN 55.0000 166,650.00 0.000 0.00 107 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,800.00 0.000 0.00 AREA) 108 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,760.00 0.000 0.00 109 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 3,760.00 0.000 0.00 110 FURNISH PILING (CLASS 900C) M 50.0000 152,100.00 698.750 34,937.50 698.750 34,937.50 111 DRIVE PILE (CLASS 900C) EA 1,000.0000 220,000.00 36.000 36,000.00 36.000 36,000.00 (S) 112 FURNISH PILING (CLASS 625C) M 40.0000 79,800.00 0.000 0.00 113 DRIVE PILE (CLASS 625C) EA 1,000.0000 153,000.00 0.000 0.00 (S) 114 FURNISH PILING (CLASS 400C) M 40.0000 371,400.00 0.000 0.00 115 DRIVE PILE (CLASS 400C) EA 800.0000 770,400.00 0.000 0.00 (S) 116 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 374,200.00 0.000 0.00 (S) PILING (SOUND WALL) 117 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.000 0.00 (S) 118 TIEDOWN ANCHOR EA 3,000.0000 150,000.00 0.000 0.00 (S) 119 SEAL COURSE CONCRETE M3 300.0000 192,000.00 0.000 0.00 120 STRUCTURAL CONCRETE, BOX CULVERT M3 1,000.0000 180,000.00 0.000 0.00 121 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 226,800.00 0.000 0.00 (F) 122 STRUCTURAL CONCRETE, INVERTED SIPHON M3 400.0000 248,000.00 0.000 0.00 (F) 123 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 1,465,000.00 0.000 0.00 (F) 124 STRUCTURAL CONCRETE, RETAINING WALL M3 380.0000 1,011,940.00 0.000 0.00 (F) 125 STRUCTURE CONCRETE (PUMPING PLANT) M3 450.0000 405,000.00 0.000 0.00 (F) 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 6,800.00 0.000 0.00 (F) (TYPE RAILROAD) 127 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 62,000.00 0.000 0.00 (F) (TYPE N) 128 CLASS 3 CONCRETE M3 300.0000 42,000.00 0.000 0.00 129 MINOR CONCRETE (BROOM FINISH) M2 45.0000 104,850.00 0.000 0.00 130 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 505,000.00 10.300 5,150.00 32.410 16,205.00 (F) PROGRAM CAS145 PAGE 6 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (BACKFILL) M3 105.0000 267,750.00 30.284 3,179.82 30.284 3,179.82 132 ARCHITECTUAL TREATMENT M2 90.0000 25,200.00 0.000 0.00 (F) (CHISELED LIMESTONE) 133 ARCHITECTUAL TREATMENT M2 100.0000 81,500.00 0.000 0.00 (F) (FRACTURED RIB/GRAPEVINE PATTERN) 134 FRACTURED RIB TEXTURE M2 50.0000 38,000.00 0.000 0.00 (F) 135 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 156,875.00 0.000 0.00 (SF) 136 SOUND WALL (MASONRY BLOCK) M2 125.0000 245,000.00 0.000 0.00 (SF) 137 MASONRY BLOCK VENEER M2 75.0000 23,250.00 0.000 0.00 (S) 138 JOINT SEAL ASSEMBLY (MR 60 MM) M 300.0000 3,000.00 0.000 0.00 (S) 139 JOINT SEAL (MR 40 MM) M 200.0000 13,200.00 0.000 0.00 (S) 140 BAR REINFORCING STEEL KG 1.5000 27,300.00 0.000 0.00 (F) 141 BAR REINFORCING STEEL, KG 1.5000 84,300.00 0.000 0.00 (SF)INVERTED SIPHON 142 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 850,050.00 0.000 0.00 (SF) 143 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 352,050.00 0.000 0.00 (SF) 144 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 360.00 0.000 0.00 145 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 142,950.00 0.000 0.00 (SF) 146 WATERPROOFING AND COVER M2 35.0000 46,970.00 0.000 0.00 (SF) 147 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 57,050.00 0.000 0.00 (F) 148 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 8,557.50 0.000 0.00 (SF) 149 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 14,400.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 150 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 8,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 151 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 0.000 0.00 152 ROADSIDE SIGN - TWO POST EA 500.0000 6,500.00 0.000 0.00 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0.00 METHOD) 154 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 150.0000 423,000.00 0.000 0.00 155 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 63,000.00 0.000 0.00 156 900 MM ALTERNATIVE PIPE CULVERT M 225.0000 1,125.00 0.000 0.00 157 1050 MM ALTERNATIVE PIPE CULVERT M 900.0000 1,881,000.00 316.918 285,226.20 1,222.865 1,100,578.50 PROGRAM CAS145 PAGE 7 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 1500 MM ALTERNATIVE PIPE CULVERT M 300.0000 28,800.00 0.000 0.00 159 300 MM REINFORCED CONCRETE PIPE M 150.0000 900.00 0.000 0.00 160 375 MM REINFORCED CONCRETE PIPE M 150.0000 45,000.00 129.479 19,421.85 129.479 19,421.85 161 450 MM REINFORCED CONCRETE PIPE M 175.0000 15,750.00 53.300 9,327.50 53.300 9,327.50 162 600 MM REINFORCED CONCRETE PIPE M 240.0000 26,400.00 53.400 12,816.00 53.400 12,816.00 163 750 MM REINFORCED CONCRETE PIPE M 275.0000 25,300.00 68.300 18,782.50 68.300 18,782.50 164 300 MM CORRUGATED STEEL PIPE M 300.0000 300.00 0.000 0.00 165 450 MM CORRUGATED STEEL PIPE M 175.0000 10,850.00 0.000 0.00 166 450 MM CORRUGATED STEEL PIPE WITH MEC M 200.0000 2,400.00 0.000 0.00 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 169 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 170 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 73,500.00 0.000 0.00 171 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 173 FILTER FABRIC M2 0.8000 87,200.00 0.000 0.00 174 CLASS 3 PERMEABLE MATERIAL M3 50.0000 815,000.00 0.000 0.00 175 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 320,760.00 0.000 0.00 176 WELDED STEEL PIPE CASING (BRIDGE) M 175.0000 8,225.00 0.000 0.00 177 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 400.0000 2,400.00 0.000 0.00 178 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 100.0000 18,000.00 0.000 0.00 179 450 MM STEEL SPIRAL RIB PIPE M 300.0000 3,300.00 0.000 0.00 (2 MM THICK) 180 1350 MM TEMPORARY WSP M 1,000.0000 17,000.00 0.000 0.00 181 1500 MM WELDED STEEL PIPE M 1,000.0000 30,000.00 19.058 19,058.00 19.058 19,058.00 (9.53 MM THICK) 182 1800 MM WELDED STEEL PIPE M 2,000.0000 460,000.00 0.000 0.00 (6.35 MM THICK) 183 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 0.000 0.00 184 1800 MM AUTOMATIC DRAINAGE GATE EA 10,000.0000 20,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1800 MM SLIDE HEADGATE EA 10,000.0000 20,000.00 0.000 0.00 186 600 MM KNIFE GATE VALVE EA 5,000.0000 20,000.00 0.000 0.00 187 900 MM REINFORCED CONCRETE PIPE RISER M 500.0000 31,000.00 0.000 0.00 188 CITY MANHOLE EA 2,500.0000 15,000.00 0.000 0.00 189 DRAINAGE PULL BOX EA 500.0000 2,500.00 0.000 0.00 190 SLOPE PAVING (CONCRETE) M3 350.0000 24,500.00 0.000 0.00 191 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 52,500.00 7.200 5,400.00 CONSTRUCTION) 192 MINOR CONCRETE (GUTTER) M 80.0000 31,600.00 0.000 0.00 (F) 193 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 4,750.00 0.000 0.00 194 DRAINAGE PUMPING EQUIPMENT LS 250,000.0000 250,000.00 0.000 0.00 (S) 195 PUMPING PLANT ELECTRICAL EQUIPMENT LS 50,000.0000 50,000.00 0.000 0.00 (S) 196 MISCELLANEOUS IRON AND STEEL KG 2.5000 80,000.00 1,636.000 4,090.00 (F) 197 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 30,300.00 0.000 0.00 (SF) 198 PUMPING PLANT METAL WORK KG 10.0000 56,000.00 0.000 0.00 (SF) 199 INVERTED SIPHON METAL WORK KG 10.0000 150,000.00 0.000 0.00 (SF) 200 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 12,000.00 87.000 2,610.00 201 INSTALL TEMPORARY GATE LS 1,000.0000 1,000.00 0.000 0.00 202 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 400.0000 800.00 0.000 0.00 203 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 0.000 0.00 204 DELINEATOR (CLASS 1) EA 30.0000 1,500.00 0.000 0.00 205 OBJECT MARKER (TYPE K-1) EA 35.0000 35.00 0.000 0.00 206 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 27,750.00 0.000 0.00 (S) 207 CHAIN LINK RAILING (TYPE 7) M 100.0000 68,200.00 0.000 0.00 (SF) 208 CHAIN LINK RAILING (TYPE 7L) M 100.0000 27,200.00 0.000 0.00 (SF) 209 TUBULAR HANDRAILING M 150.0000 2,850.00 0.000 0.00 (SF) 210 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 37,000.00 0.000 0.00 (SF) 211 CONCRETE BARRIER (TYPE 26 MODIFIED) M 175.0000 25,725.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 9 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 27A) M 130.0000 39,000.00 0.000 0.00 (F) 213 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 150.0000 47,700.00 0.000 0.00 (F) 214 SINGLE THRIE BEAM BARRIER (WOOD POST) M 50.0000 36,000.00 0.000 0.00 (S) 215 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 60.0000 79,200.00 0.000 0.00 (S) 216 CABLE RAILING M 45.0000 18,990.00 0.000 0.00 (SF) 217 RETURN SECTION (THRIE BEAM BARRIER) EA 120.0000 240.00 0.000 0.00 (S) 218 TERMINAL SECTION (TYPE C) EA 120.0000 840.00 0.000 0.00 (S) 219 TERMINAL SYSTEM (TYPE ET) EA 300.0000 300.00 0.000 0.00 220 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 0.000 0.00 221 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 300.0000 900.00 0.000 0.00 (S) 222 CRASH CUSHION MODULE, SAND FILLED EA 325.0000 13,650.00 0.000 0.00 223 CONCRETE BARRIER (TYPE 60D) M 110.0000 73,700.00 0.000 0.00 224 CONCRETE BARRIER (TYPE 60D MODIFIED) M 150.0000 30,300.00 0.000 0.00 (F) 225 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 21,350.00 0.000 0.00 (S) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,600.00 0.000 0.00 (S) 227 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 360.00 0.000 0.00 (S) 228 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 780.00 0.000 0.00 (S) (BROKEN 2.44 M - 1.22 M) 229 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,075.00 0.000 0.00 (S) 230 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,150.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 231 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 270.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 232 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,430.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 233 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 6,600.00 1,867.000 933.50 5,550.000 2,775.00 (S) 234 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 6,400.00 19.230 384.60 246.930 4,938.60 (S) 235 PAVEMENT MARKER EA 1.5000 1,800.00 34.000 51.00 (S) (NON-REFLECTIVE TYPE A) 236 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 160.00 0.000 0.00 (S) TYPE C) 237 PAVEMENT MARKER EA 8.0000 2,720.00 70.000 560.00 (S) (RETRORELECTIVE SPECIAL TYPE D) 238 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 8,960.00 59.000 472.00 203.000 1,624.00 (S) TYPE G) PROGRAM CAS145 PAGE 10 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 5,680.00 4.000 32.00 38.000 304.00 (S) TYPE H) 240 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.003 600.00 0.449 89,800.00 (S) 241 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.050 3,750.00 (S) 242 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 (S) 243 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 0.040 3,000.00 (S) 244 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 0.000 0.00 (S) 245 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 0.000 0.00 (S) 246 LIGHTING (POC) LS 50,000.0000 50,000.00 0.000 0.00 (S) 247 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.000 0.00 (S) 248 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 (S) 249 305 MM DIP WATER MAIN INSIDE BRIDGE M 200.0000 11,800.00 0.000 0.00 250 305 MM DIP WATER MAIN - BURIED M 300.0000 19,800.00 0.000 0.00 251 305 MM BUTTERFLY VALVE EA 1,500.0000 3,000.00 0.000 0.00 252 305 MM FLEXIBLE EXPANSION JOINT EA 2,000.0000 4,000.00 0.000 0.00 253 TIE-IN TO EXISTING 305 MM WATER MAIN EA 2,500.0000 5,000.00 0.000 0.00 254 203 MM DIP WATER MAIN (BURIED) M 200.0000 84,000.00 0.000 0.00 255 FIRE HYDRANT EA 1,500.0000 4,500.00 0.000 0.00 256 WATER SERVICES EA 3,000.0000 6,000.00 0.000 0.00 257 TIE-IN TO EXISTING 203 MM WATER MAIN EA 1,500.0000 6,000.00 0.000 0.00 258 TRASH RACK EA 500.0000 1,000.00 0.000 0.00 259 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 260 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 15,000.0000 15,000.00 0.067 1,005.00 0.165 2,475.00 SYSTEM DATA DELIVERY 261 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 262 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 26,100.00 0.000 0.00 263 1050 MM REINFORCED CONCRETE PIPE M 5,000.0000 130,000.00 5.488 27,440.00 33.528 167,640.00 (JACKED) 264 TEMPORARY FENCE (TYPE CL-2.4) M 15.0000 2,100.00 140.000 2,100.00 140.000 2,100.00 WITH CONCRETE FOOTING FOR POSTS PROGRAM CAS145 PAGE 11 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/02 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,502,601.39 4,651,034.10 ADJUSTMENT OF COMPENSATION 344,609.00 350,629.31 EXTRA WORK 2,825.45 37,727.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,850,035.84 5,039,390.86 265 MOBILIZATION LS 3450,000.0000 3,450,000.00 0.250 862,500.00 0.750 2,587,500.00 ORIGINAL CONTRACT AMOUNT 35,907,917.50 TOTAL WORK COMPLETED 2,712,535.84 7,626,890.86 MATERIALS ON HAND ON SITE 615,137.70 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,712,535.84 8,242,028.56 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 01/22/02 910 02/06/02 02/06/02 10/14/04 109 5 0 2 20% 12% PROGRESS IS SATISFACTORY MOUSSA, ELIAS RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/19/02