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 02/20/03 EST. NO.13 TIME 01:06 PM 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 0052 823.90 E.W. @ F.A.(+) 101802 N 0283.0 0053 64.22 112002 N 257.10 0054 67.21 111902 N 256.10 0055 2,251.80 102802 N 0314.0 0057 312.03 010902 N 0316.0 0058 316.70 110902 N 0317.0 0061 469.95 121902 N 0320.0 0062 1,253.10 121002 N 0321.0 0063 64.22 010703 N 0322.0 0064 128.44 121602 N 0323.0 0066 613.05 121902 N 0328.0 0067 113.10 122402 N 0329.0 0068 64.22 010703 N 0330.0 0069 64.22 010903 N 0331.0 0070 280.60 011603 N 0332.0 0071 299.08 012903 N 0333.0 0072 221.62 012303 N 0334.0 005 0042 6,910.67 E.W. @ F.A.(+) 062802 N 282.20 0043 197.93 101802 N 0335.0 0044 270.81 102202 N 0336.0 0045 632.83 102802 N 0337.0 0046 285.81 110102 N 0338.0 016 0003 2,473.45 E.W. @ F.A.(+) 111202 N 872335 0004 1,209.80 111102 N 278.10 018 0016 2,090.00 E.W. @ F.A.(+) 011503 N 0327.0 020 0031 4,436.06 E.W. @ F.A.(+) 051402 N 0139.0 0033 4,029.86 053002 N 0143.0 040 0001 383.40 E.W. @ F.A.(+) 070902 N 0099.0 0003 282.12 070902 N 0099.2 050 0006 3,054.63 E.W. @ F.A.(+) 102802 N 0277.0 0007 3,054.63 102902 N 0325.0 0009 5,311.12 011403 N 326.10 062 0002 694.80 E.W. @ F.A.(+) 112302 N 0230.1 0003 374.48 111302 N 0255.0 0006 204.30 112102 N 0258.0 0008 1,324.02 112202 N 0260.0 0009 719.54 112202 N 0261.0 0010 1,631.60 112202 N 0262.0 0011 516.20 112202 N 0263.0 0012 549.82 112302 N 0264.0 0014 67.21 112502 N 0268.0 0016 2,642.83 120702 N 0270.0 0017 90.69 120202 N 0271.0 0018 358.35 121202 N 0272.0 0021 88,260.99 112302 N 230.20 064 0004 4,204.52 E.W. @ F.A.(+) 111302 N 280.10 0006 7,198.89 111402 N 281.20 150,868.82 TOTAL THIS ESTIMATE 1,407,469.16 TOTAL PREVIOUS ESTIMATE 1,558,337.98 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 02/20/03 EST. NO.13 TIME 01:06 PM 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 RESTAKING CHARGES -5,400.00 07 DS11K NON COMPACT -40,000.00 08 RESTAKING CHARGES -5,400.00 08 DS11K NON COMPACT 40,000.00 09 RESTAKING CHARGES -2,000.00 09 RESTAKING CHARGE OCT -4,200.00 10 RESTAKINGCHARGENOV -10,000.00 11 RESTAKING CHARGE DEC 8,200.00 12 RESTAKING CHARGE JAN -1,800.00 12 0.00 -20,600.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 PAYROLLS RECEIVED 10,000.00 04 MISSING PAYROLLS -10,000.00 09 MISSING PAYROLLS SEP 10,000.00 10 MISSING PAYROLLS OCT -10,000.00 10 MISSINGPAYROLLSOCT 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 -20,600.00 PROGRAM CAS145 PAGE 1 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 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 0.020 1,500.00 0.800 60,000.00 FACILITIES 004 VIBRATION MONITORING EA 100.0000 65,000.00 58.000 5,800.00 005 TEMPORARY MONITORING WELLS M 250.0000 47,500.00 183.500 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 0.750 37,500.00 008 TIME-RELATED OVERHEAD WDAY 500.0000 455,000.00 16.000 8,000.00 230.000 115,000.00 009 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 19,500.00 914.535 13,718.03 010 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 0.028 28,000.00 0.447 447,000.00 019 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 0.024 3,000.00 0.347 43,375.00 (S) 022 TEMPORARY COVER LS 10,000.0000 10,000.00 0.350 3,500.00 (S) PROGRAM CAS145 PAGE 2 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 4,000.00 (S) 024 TEMPORARY CONCRETE WASHOUT FACILITY LS 10,000.0000 10,000.00 0.024 240.00 0.347 3,470.00 025 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 0.585 14,625.00 027 TEMPORARY EROSION CONTROL M2 0.6000 60,000.00 14,047.000 8,428.20 (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 0.500 12,500.00 (S) 030 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.024 4,800.00 0.347 69,400.00 (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 5,369.793 161,093.79 (S) 033 TEMPORARY CRASH CUSHION MODULE EA 300.0000 75,000.00 158.600 47,580.00 (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 26,400.00 922.555 18,451.10 039 RECONSTRUCT STEEL GATE LS 1,500.0000 1,500.00 0.000 0.00 040 REMOVE METAL BEAM GUARD RAILING M 40.0000 8,000.00 172.274 6,890.96 041 REMOVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 042 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 12,750.00 2,355.000 7,065.00 043 REMOVE PAVEMENT MARKING M2 50.0000 6,000.00 44.400 2,220.00 044 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 1,470.00 206.000 618.00 047 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 2.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,500.00 426.720 6,400.80 054 SALVAGE DOUBLE THRIE BEAM BARRIER M 20.0000 12,200.00 369.570 7,391.40 055 SALVAGE ROADSIDE SIGN EA 100.0000 5,000.00 5.000 500.00 056 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 1.000 8,000.00 066 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 14,100.600 141,006.00 229,510.350 2,295,103.50 069 ROADWAY EXCAVATION (TYPE Y) M3 25.0000 225,000.00 8,996.415 224,910.38 (AERIALLY DEPOSITED LEAD) 070 ROADWAY EXCAVATION (TYPE R) M3 75.0000 101,250.00 -30.200 -2,265.00 8,923.600 669,270.00 071 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 1,801.000 720,400.00 (F) 073 STRUCTURE EXCAVATION (PUMPING PLANT) M3 130.0000 591,500.00 4,095.000 532,350.00 (F) 074 STRUCTURE EXCAVATION, RETAINING WALL M3 75.0000 436,875.00 611.000 45,825.00 3,401.000 255,075.00 (F) (TYPE D) 075 STRUCTURE BACKFILL M3 40.0000 72,000.00 5.000 200.00 5.000 200.00 (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 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 5,000.00 802.700 80,270.00 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 350,000.00 874.000 43,700.00 1,084.000 54,200.00 (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 8,040.271 24,120.81 082 EROSION CONTROL (BLANKET) M2 5.0000 25,050.00 139.350 696.75 (S) 083 MOVE IN/MOVE OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 2.000 2,000.00 (S) 084 MOVE IN/MOVE OUT EA 1,000.0000 6,000.00 2.000 2,000.00 (F) (TEMPORARY EROSION CONTROL) 085 STRAW (EROSION CONTROL) TONN 400.0000 18,000.00 16.832 6,732.80 (S) 086 FIBER (EROSION CONTROL) KG 1.0000 7,170.00 2,414.960 2,414.96 (S) 087 FIBER ROLLS M 15.0000 77,550.00 1,249.680 18,745.20 (S) 088 COMPOST (EROSION CONTROL) KG 0.7500 15,525.00 6,055.360 4,541.52 (S) 089 PURE LIVE SEED - TYPE 1 KG 50.0000 16,500.00 39.876 1,993.80 (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 44.210 3,315.75 (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 6,320.00 609.410 2,437.64 (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 0.024 2,400.00 0.204 20,400.00 (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 3,478.003 139,120.12 101 CLASS 2 AGGREGATE BASE M3 65.0000 29,575.00 297.900 19,363.50 102 CLASS 3 AGGREGATE BASE M3 50.0000 845,000.00 4,797.095 239,854.75 103 ASPHALT TREATED PERMEABLE BASE M3 90.0000 367,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,961.730 445,856.88 106 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 4,686.620 234,331.00 111 DRIVE PILE (CLASS 900C) EA 1,000.0000 220,000.00 299.000 299,000.00 (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 3,930.710 157,228.40 115 DRIVE PILE (CLASS 400C) EA 800.0000 770,400.00 389.000 311,200.00 (S) 116 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 374,200.00 324.800 64,960.00 (S) PILING (SOUND WALL) 117 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.050 10,000.00 0.580 116,000.00 (S) 118 TIEDOWN ANCHOR EA 3,000.0000 150,000.00 35.000 105,000.00 (S) 119 SEAL COURSE CONCRETE M3 300.0000 192,000.00 622.000 186,600.00 120 STRUCTURAL CONCRETE, BOX CULVERT M3 1,000.0000 180,000.00 0.000 0.00 121 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 226,800.00 390.500 156,200.00 (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 11.300 5,650.00 1,739.000 869,500.00 (F) 124 STRUCTURAL CONCRETE, RETAINING WALL M3 380.0000 1,011,940.00 135.000 51,300.00 961.000 365,180.00 (F) 125 STRUCTURE CONCRETE (PUMPING PLANT) M3 450.0000 405,000.00 282.000 126,900.00 499.000 224,550.00 (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 62,000.00 155.000 62,000.00 155.000 62,000.00 (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 505,000.00 351.767 175,883.50 (F) PROGRAM CAS145 PAGE 6 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 75.022 7,877.31 132 ARCHITECTUAL TREATMENT M2 90.0000 25,200.00 137.400 12,366.00 (F) (CHISELED LIMESTONE) 133 ARCHITECTUAL TREATMENT M2 100.0000 81,500.00 307.500 30,750.00 (F) (FRACTURED RIB/GRAPEVINE PATTERN) 134 FRACTURED RIB TEXTURE M2 50.0000 38,000.00 123.000 6,150.00 234.000 11,700.00 (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 245,000.00 196.000 24,500.00 1,568.000 196,000.00 (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 1,183.500 1,775.25 345,539.100 518,308.65 (SF) 143 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 352,050.00 9,585.000 14,377.50 101,992.000 152,988.00 (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 29,892.000 44,838.00 52,894.000 79,341.00 (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 423,000.00 485.300 72,795.00 155 600 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 1,888.280 1,699,452.00 PROGRAM CAS145 PAGE 7 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 600.00 160 375 MM REINFORCED CONCRETE PIPE M 150.0000 45,000.00 171.179 25,676.85 161 450 MM REINFORCED CONCRETE PIPE M 175.0000 15,750.00 56.000 9,800.00 162 600 MM REINFORCED CONCRETE PIPE M 240.0000 26,400.00 54.000 12,960.00 163 750 MM REINFORCED CONCRETE PIPE M 275.0000 25,300.00 69.000 18,975.00 164 300 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 42.000 7,350.00 177 300 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 18,000.00 145.530 14,553.00 179 450 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 (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 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 37.550 18,775.00 188 CITY MANHOLE EA 2,500.0000 15,000.00 2.000 5,000.00 189 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 66.198 49,648.50 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 4,684.000 11,710.00 (F) 197 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 30,300.00 2,407.000 14,442.00 (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 25,725.00 132.000 23,100.00 132.000 23,100.00 (SF) PROGRAM CAS145 PAGE 9 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,989.000 4,994.50 (S) 234 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 6,400.00 246.930 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 8,960.00 316.000 2,528.00 (S) TYPE G) PROGRAM CAS145 PAGE 10 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,680.00 167.000 1,336.00 (S) TYPE H) 240 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.700 140,000.00 (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 0.050 3,750.00 0.100 7,500.00 (S) 243 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 0.010 750.00 0.140 10,500.00 (S) 244 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 0.100 7,500.00 0.250 18,750.00 (S) 245 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 0.200 15,000.00 0.500 37,500.00 (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 53.070 10,614.00 250 305 MM DIP WATER MAIN - BURIED M 300.0000 19,800.00 21.000 6,300.00 251 305 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 26.570 5,314.00 452.071 90,414.20 255 FIRE HYDRANT EA 1,500.0000 4,500.00 3.000 4,500.00 256 WATER SERVICES EA 3,000.0000 6,000.00 10.000 30,000.00 257 TIE-IN TO EXISTING 203 MM WATER MAIN EA 1,500.0000 6,000.00 4.000 6,000.00 258 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 0.024 360.00 0.347 5,205.00 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 0.000 0.00 (JACKED) 264 TEMPORARY FENCE (TYPE CL-2.4) M 15.0000 2,100.00 134.000 2,010.00 WITH CONCRETE FOOTING FOR POSTS PROGRAM CAS145 PAGE 11 DATE 02/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 01:06 PM ESTIMATE NO. 13 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 02/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 02/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 697,170.75 14,135,762.65 ADJUSTMENT OF COMPENSATION 0.00 1,156,771.59 EXTRA WORK 150,868.82 401,566.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 848,039.57 15,694,100.63 265 MOBILIZATION LS 3450,000.0000 3,450,000.00 0.950 3,277,500.00 ORIGINAL CONTRACT AMOUNT 35,907,917.50 TOTAL WORK COMPLETED 848,039.57 18,971,600.63 MATERIALS ON HAND ON SITE 871,199.54 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,600.00 TOTAL 848,039.57 19,822,200.17 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 11/16/04 230 28 -248 2 49% 34% PROGRESS IS SATISFACTORY MOUSSA, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 02/20/03