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 04/18/03 EST. NO.06 TIME 12:48 PM R.E. NAME: BALLALO JR., RAY 04-4874R4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/18/03 EST. NO.06 TIME 12:48 PM R.E. NAME: BALLALO JR., RAY 04-4874R4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 LOCATION PROGRESS ESTIMATE 04-SCL-87-7.1/7.8 ----------------- GRANITE CONSTRUCTION CO. IN SANTA CLARA COUNTY IN SAN JOSE 120 GRANITE ROCK WAY FROM JULIAN STREET TO ROUTE 101 SAN JOSE, CA 95136 FED. AID NO. ACNH-S087(23)E WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,220.0000 6,220.00 0.230 1,430.60 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 1,430,000.00 31.428 81,712.80 154.814 402,516.40 003 MIGRATORY NESTING BIRDS LS 20,000.0000 20,000.00 0.200 4,000.00 0.200 4,000.00 004 TEMPORARY CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 8,580.00 0.000 0.00 W/3 LINES OF BARBED WIRE ON TOP 005 TEMPORARY HIGH VISIBILITY FENCE M 15.0000 7,800.00 0.000 0.00 006 PREPARE STORM WATER POLLUTION LS 350.0000 350.00 1.000 350.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.060 2,100.00 0.300 10,500.00 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,620.0000 10,480.00 1.000 2,620.00 3.000 7,860.00 009 TEMPORARY ENTRANCES/EXITS EA 1,980.0000 9,900.00 1.000 1,980.00 5.000 9,900.00 010 TEMPORARY SILT FENCE M 8.5000 17,000.00 850.000 7,225.00 011 TEMPORARY COVER M2 2.0000 17,000.00 1,884.000 3,768.00 4,747.000 9,494.00 012 TEMPORARY DRAIN INLET PROTECTION EA 232.0000 1,392.00 1.000 232.00 013 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.600 9,000.00 014 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.060 1,500.00 0.300 7,500.00 (S) 015 TYPE III BARRICADE EA 96.0000 4,800.00 25.000 2,400.00 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 11,660.00 1,372.000 1,509.20 017 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 9,450.00 137.000 4,795.00 018 TEMPORARY PAVEMENT MARKER EA 4.5000 9,000.00 0.000 0.00 019 TEMPORARY RAILING (TYPE K) M 31.0000 74,400.00 310.930 9,638.83 020 TEMPORARY CRASH CUSHION MODULE EA 450.0000 49,500.00 39.000 17,550.00 021 PHOTO SURVEY OF EXISTING FACILITIES LS 763.0000 763.00 1.000 763.00 022 STORM DRAIN, SANITARY SEWER, 1675 MM EA 1,500.0000 9,000.00 0.000 0.00 WATER LINE VIDEO TAPING PROGRAM CAS145 PAGE 2 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 VIBRATION MONITORING EA 1,650.0000 33,000.00 4.000 6,600.00 024 ABANDON CULVERT EA 1,200.0000 19,200.00 0.000 0.00 025 REMOVE CHAIN LINK FENCE M 14.0000 10,780.00 96.700 1,353.80 026 REMOVE 7.2 M SLIDING GATE EA 1,700.0000 1,700.00 0.000 0.00 027 REMOVE 1050 MM SLIDE HEADGATE AND EA 7,800.0000 7,800.00 0.000 0.00 RISER ASSEMBLY 028 REMOVE BARRICADE EA 56.0000 1,288.00 0.000 0.00 029 REMOVE FLARED END SECTION EA 400.0000 800.00 0.000 0.00 030 REMOVE WHITE TRAFFIC STRIPE M 6.7500 10,125.00 698.000 4,711.50 031 REMOVE YELLOW TRAFFIC STRIPE M 7.5000 51,750.00 0.000 0.00 032 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.5000 662.50 0.000 0.00 033 REMOVE PAVEMENT MARKER EA 1.5000 1,950.00 413.000 619.50 034 REMOVE CHANNELIZERS EA 5.5000 825.00 34.000 187.00 035 REMOVE ROADSIDE SIGN EA 110.0000 3,410.00 0.000 0.00 036 REMOVE ASPHALT CONCRETE M3 68.3000 4,234.60 0.000 0.00 037 REMOVE OVERSIDE DRAIN EA 752.0000 752.00 0.000 0.00 038 REMOVE OMP INLET EA 251.0000 753.00 0.000 0.00 039 REMOVE 300 MM PP M 51.5000 1,236.00 0.000 0.00 040 REMOVE 450 MM PP M 16.5000 2,970.00 0.000 0.00 041 REMOVE 300 MM SCSP M 24.8000 9,672.00 0.000 0.00 042 REMOVE 450 MM SCSP M 48.9000 13,203.00 0.000 0.00 043 REMOVE 450 MM RCP M 22.1000 2,652.00 0.000 0.00 044 REMOVE INLET EA 476.0000 14,756.00 0.000 0.00 045 REMOVE G1 CLEANOUT EA 568.0000 7,384.00 0.000 0.00 046 REMOVE 300 MM DOWNDRAIN M 16.0000 752.00 0.000 0.00 047 REMOVE MANHOLE EA 761.0000 1,522.00 0.000 0.00 048 REMOVE WIRE MESH REINFORCEMENT AND M2 8.0000 52,240.00 0.000 0.00 FABRIC ALONG THE TEMPORARY RETAINING WALL AND SURCHARGE AREAS PROGRAM CAS145 PAGE 3 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE BASE AND SURFACING M3 11.0000 195,800.00 0.000 0.00 050 SALVAGE METAL BEAM GUARD RAILING M 30.0000 3,600.00 0.000 0.00 051 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 60,180.00 0.000 0.00 052 RECONSTRUCT 1050 MM SLIDE HEADGATE AND EA 1,710.0000 1,710.00 0.000 0.00 RISER ASSEMBLY 053 RELOCATE BLOW-OFF ASSEMBLY EA 2,210.0000 2,210.00 0.000 0.00 054 RELOCATE ROADSIDE SIGN EA 275.0000 1,100.00 0.000 0.00 055 ADJUST INLET EA 2,630.0000 10,520.00 0.000 0.00 056 ADJUST MANHOLE EA 692.0000 1,384.00 0.000 0.00 057 ADJUST FRAME AND COVER TO GRADE EA 346.0000 6,574.00 0.000 0.00 058 ADJUST MANHOLE TO GRADE EA 692.0000 2,076.00 0.000 0.00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8800 2,781.60 0.000 0.00 (30 MM MAXIMUM) 060 REMOVE CONCRETE M3 76.9000 3,998.80 0.000 0.00 061 REMOVE RAIL AND POST AT THE JUVENILE M 254.0000 1,016.00 0.000 0.00 CENTER 062 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 063 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000.00 064 BRIDGE REMOVAL, LOCATION C LS 40,000.0000 40,000.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 0.000 0.00 066 SALVAGE CRASH CUSHION ADIEM II 350 EA 2,790.0000 5,580.00 0.000 0.00 067 SALVAGE CRASH CUSHION MODULES EA 53.6000 4,288.00 0.000 0.00 068 CLEARING AND GRUBBING LS 4,500.0000 4,500.00 0.300 1,350.00 069 ROADWAY EXCAVATION M3 11.0000 2,409,000.00 6,338.000 69,718.00 12,562.500 138,187.50 070 LEAD COMPLIANCE PLAN LS 2,100.0000 2,100.00 1.000 2,100.00 071 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 82,320.00 371.000 14,840.00 1,775.000 71,000.00 (F) 072 STRUCTURE EXCAVATION (PUMPING PLANT) M3 200.0000 52,800.00 0.000 0.00 (F) (TYPE A) 073 STRUCTURE BACKFILL (PUMPING PLANT) M3 166.0000 12,616.00 0.000 0.00 (F) 074 STRUCTURE EXCAVATION (RETAINING WALL) M3 21.2000 13,038.00 0.000 0.00 (F) 075 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 113,800.00 290.000 11,600.00 (F) PROGRAM CAS145 PAGE 4 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 STRUCTURE BACKFILL (RETAINING WALL) M3 29.0000 20,590.00 0.000 0.00 (F) 077 PERVIOUS BACKFILL MATERIAL M3 81.9000 5,323.50 0.000 0.00 (F) 078 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 66.0000 620,400.00 0.000 0.00 079 LIGHTWEIGHT EMBANKMENT MATERIAL M3 177.0000 350,460.00 700.000 123,900.00 1,739.660 307,919.82 (EPS BLOCK) 080 SUBGRADE ENHANCEMENT FABRIC M2 2.3300 8,388.00 0.000 0.00 081 GEOMEMBRANE (GASOLINE RESISTANT) M2 24.0000 37,440.00 400.000 9,600.00 1,525.000 36,600.00 082 GEOTEXTILE CUSHION M2 5.0200 1,405.60 0.000 0.00 083 EROSION CONTROL NETTING M2 20.8000 8,320.00 0.000 0.00 (S) 084 STRAW (EROSION CONTROL) TONN 495.0000 6,930.00 0.000 0.00 (S) 085 FIBER (EROSION CONTROL) KG 1.6500 3,085.50 0.000 0.00 (S) 086 FIBER ROLLS M 15.0000 27,900.00 0.000 0.00 087 DRAIN INLET PROTECTION EA 232.0000 1,392.00 0.000 0.00 088 CONCRETE DRAINAGE APRON EA 1,650.0000 11,550.00 0.000 0.00 089 COMPOST (EROSION CONTROL) KG 1.1000 6,017.00 0.000 0.00 (S) 090 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,320.0000 3,960.00 0.000 0.00 091 PURE LIVE SEED (EROSION CONTROL) KG 66.0000 11,880.00 0.000 0.00 (S) 092 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 2,255.00 0.000 0.00 (S) 093 MULCH (EROSION CONTROL) M3 55.0000 8,250.00 0.000 0.00 (S) 094 NPS 3 SUPPLY LINE (BRIDGE) M 140.0000 29,120.00 0.000 0.00 095 50 MM PLASTIC PIPE (PR 315) M 21.5000 6,450.00 0.000 0.00 (SUPPLY LINE) 096 75 MM WATER METER EA 12,600.0000 25,200.00 0.000 0.00 097 65 MM WATER METER EA 9,780.0000 9,780.00 0.000 0.00 098 40 MM PLASTIC PIPE (SCHEDULE 40) M 27.4000 3,836.00 0.000 0.00 (SUPPLY LINE) 099 50 MM PLASTIC PIPE (SCHEDULE 40) M 27.4000 9,590.00 0.000 0.00 (SUPPLY LINE) 100 100 MM ALTERNATIVE CONDUIT M 142.0000 3,976.00 0.000 0.00 101 200 MM CORRUGATED HIGH DENSITY M 66.0000 29,700.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 102 CLASS 4 AGGREGATE SUBBASE M3 28.0000 462,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 CLASS 3 AGGREGATE BASE M3 42.0000 541,800.00 0.000 0.00 104 ASPHALT TREATED PERMEABLE BASE M3 116.0000 429,200.00 0.000 0.00 105 ASPHALT CONCRETE (TYPE A) TONN 61.0000 1,799,500.00 224.500 13,694.50 106 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.7100 3,344.10 0.000 0.00 107 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.7100 2,731.80 0.000 0.00 108 ASPHALTIC EMULSION (PAINT BINDER) TONN 609.0000 14,007.00 0.000 0.00 109 FURNISH STEEL PILING (HP 250 X 85) M 53.0000 34,715.00 184.000 9,752.00 655.000 34,715.00 110 DRIVE STEEL PILE (HP 250 X 85) EA 1,100.0000 35,200.00 9.000 9,900.00 32.000 35,200.00 (S) 111 FURNISH PILING (CLASS 900) M 45.0000 29,475.00 0.000 0.00 112 DRIVE PILE (CLASS 900) EA 1,100.0000 39,600.00 0.000 0.00 (S) 113 FURNISH PILING (CLASS 625) M 36.0000 296,208.00 1,009.000 36,324.00 6,900.660 248,423.76 114 DRIVE PILE (CLASS 625) EA 1,000.0000 430,000.00 75.000 75,000.00 378.000 378,000.00 (S) 115 FURNISH PILING (CLASS 400) M 115.0000 186,645.00 0.000 0.00 116 DRIVE PILE (CLASS 400) EA 1,000.0000 128,000.00 0.000 0.00 (S) 117 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 119,600.00 0.000 0.00 PILE (SOUND WALL) 118 PRESTRESSING CAST-IN-PLACE CONCRETE LS 215,000.0000 215,000.00 0.000 0.00 (S) 119 SEAL COURSE CONCRETE M3 550.0000 19,250.00 0.000 0.00 (F) 120 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 295.0000 169,920.00 89.000 26,255.00 462.000 136,290.00 (F) 121 STRUCTURAL CONCRETE, BRIDGE M3 564.0000 2,887,680.00 623.000 351,372.00 1,060.030 597,856.92 (F) 122 STRUCTURAL CONCRETE, RETAINING WALL M3 200.0000 87,000.00 0.000 0.00 (F) 123 JUVENILE CENTER SIGN RECONSTRUCTION LS 6,000.0000 6,000.00 0.000 0.00 124 ARMORY CORPS CENTER STAIR RECONSTRUCTION LS 10,000.0000 10,000.00 0.000 0.00 125 STRUCTURE CONCRETE (PUMPING PLANT) M3 550.0000 73,700.00 0.000 0.00 (F) 126 STRUCTURAL CONCRETE, BARRIER SLAB M3 465.0000 717,960.00 0.000 0.00 (F) 127 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 231,500.00 0.000 0.00 (F) (TYPE N) 128 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 144,000.00 0.000 0.00 129 ARCHITECTURAL TREATMENT M2 200.0000 8,400.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 CONCRETE CLOSURE WALL M2 290.0000 55,100.00 0.000 0.00 131 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 115.0000 138,000.00 0.000 0.00 132 ACCESS GATE (SOUND WALL) EA 2,000.0000 4,000.00 0.000 0.00 133 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 16,000.00 0.000 0.00 (S) 134 JOINT SEAL (MR 40 MM) M 175.0000 2,625.00 0.000 0.00 (S) 135 JOINT SEAL (MR 50 MM) M 175.0000 33,600.00 0.000 0.00 (S) 136 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 766,100.00 76,070.000 76,070.00 174,063.000 174,063.00 (SF) 137 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 45,900.00 0.000 0.00 (F) 138 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 21,750.00 0.000 0.00 (SF) 139 SHOTCRETE M3 414.0000 18,630.00 48.000 19,872.00 140 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 175,000.00 0.000 0.00 141 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 15,000.00 0.000 0.00 142 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 6,600.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 143 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 9,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 144 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 9,900.00 0.000 0.00 PILE (SIGN STRUCTURE) 145 METAL (RAIL MOUNTED SIGN) KG 10.0000 25,200.00 0.000 0.00 146 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 0.000 0.00 147 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0.00 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 0.000 0.00 METHOD) 149 300 MM ALTERNATIVE PIPE CULVERT M 129.0000 7,998.00 0.000 0.00 150 450 MM ALTERNATIVE PIPE CULVERT M 142.0000 150,520.00 11.800 1,675.60 151 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 133,400.00 0.000 0.00 152 750 MM ALTERNATIVE PIPE CULVERT M 170.0000 9,010.00 0.000 0.00 153 300 MM REINFORCED CONCRETE PIPE M 350.0000 63,000.00 0.000 0.00 154 450 MM REINFORCED CONCRETE PIPE M 275.0000 41,250.00 10.000 2,750.00 155 600 MM REINFORCED CONCRETE PIPE M 300.0000 159,000.00 0.000 0.00 (SPECIAL) 156 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 39,820.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 96.0000 10,560.00 0.000 0.00 158 900 MM CORRUGATED STEEL PIPE INLET M 990.0000 990.00 0.000 0.00 (2.77 MM THICK) 159 GRATED LINE DRAIN M 219.0000 17,520.00 0.000 0.00 160 450 MM WELDED STEEL PIPE (6.35 MM THICK) M 304.0000 5,776.00 0.000 0.00 161 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 404.0000 16,564.00 0.000 0.00 162 JACKED 750 MM WELDED STEEL PIPE M 1,100.0000 57,200.00 0.000 0.00 (6.35 MM THICK) 163 300 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0.00 164 750 MM ALTERNATIVE FLARED END SECTION EA 1,070.0000 1,070.00 0.000 0.00 165 SLOPE PAVING (MASONRY BLOCK) M2 145.0000 140,650.00 0.000 0.00 (F) 166 MINOR CONCRETE (MISCELLANEOUS M3 460.0000 165,600.00 0.000 0.00 CONSTRUCTION) 167 DRAINAGE PUMPING EQUIPMENT LS 75,000.0000 75,000.00 0.000 0.00 (S) 168 PUMPING PLANT ELECTRICAL EQUIPMENT LS 75,000.0000 75,000.00 0.000 0.00 (S) 169 MISCELLANEOUS IRON AND STEEL KG 1.6500 17,160.00 0.000 0.00 170 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 29,965.00 0.000 0.00 (SF) 171 PUMPING PLANT METAL WORK KG 12.0000 20,400.00 0.000 0.00 (SF) 172 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 5,160.00 0.000 0.00 173 BLACK VINYL COATED CHAIN LINK FENCE M 30.0000 15,900.00 0.000 0.00 (TYPE CL-1.8) 174 CHAIN LINK FENCE (TYPE CL-3.0) W/3 LINES M 30.0000 13,500.00 0.000 0.00 OF BARBED WIRE ON TOP 175 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 0.000 0.00 176 3.7 M CHAIN LINK GATE (TYPE CL 2.85) EA 1,800.0000 1,800.00 0.000 0.00 W/ONE EXISTING 150 MM DIAMETER POST 177 3.7 M CHAIN LINK GATE (TYPE CL-3) EA 2,200.0000 4,400.00 0.000 0.00 178 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 1,200.00 0.000 0.00 179 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 3,150.00 0.000 0.00 (SF) 180 CONCRETE BARRIER (TYPE 25 MODIFIED) M 150.0000 319,200.00 0.000 0.00 (F) 181 CONCRETE BARRIER (TYPE 27SV) M 180.0000 79,200.00 0.000 0.00 182 CONCRETE BARRIER (TYPE 50) M 160.0000 3,360.00 0.000 0.00 183 RAIL AND POST AT THE JUVENILE CENTER M 400.0000 1,280.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 REMOVABLE BOLLARD EA 1,200.0000 14,400.00 0.000 0.00 185 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 0.000 0.00 186 CONCRETE BARRIER (TYPE 60) M 115.0000 184,000.00 0.000 0.00 187 CONCRETE BARRIER (TYPE 60A) M 125.0000 19,750.00 0.000 0.00 (F) 188 CONCRETE BARRIER (TYPE 60E) M 400.0000 32,000.00 0.000 0.00 189 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 0.000 0.00 (S) 190 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 10,536.50 0.000 0.00 (S) 191 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,200.00 384.000 768.00 (S) 192 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,240.00 197.000 788.00 (S) 193 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.000 0.00 (S) 194 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 (S) (CITY STREET LOCATION 1) 195 SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.700 17,500.00 (S) (CITY STREET LOCATION 2) 196 SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 (S) (CITY STREET LOCATION 3) 197 LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.000 0.00 (S) 198 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.050 1,250.00 (S) 199 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 10,000.00 0.000 0.00 (S) 200 TRAFFIC OPERATIONS SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (S) 201 CAMERA UNIT EA 8,250.0000 8,250.00 0.000 0.00 (S) 202 PAN/TILT UNIT EA 5,500.0000 5,500.00 0.000 0.00 (S) 203 CAMERA CONTROL UNIT EA 4,400.0000 4,400.00 0.000 0.00 (S) 204 VIDEO ENCODER UNIT EA 22,000.0000 22,000.00 0.000 0.00 (S) 205 INTEGRATED SERVICE DIGITAL NETWORK EA 1,320.0000 1,320.00 0.000 0.00 (S) TERMINAL ADAPTER 206 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 55,000.0000 55,000.00 0.000 0.00 (S) WITH RADIO CONTROLLER ASSEMBLY 207 DIAL-UP MODEM EA 2,200.0000 2,200.00 0.000 0.00 (S) 208 MICROWAVE VEHICLE DETECTION SENSOR LS 11,000.0000 11,000.00 0.000 0.00 (S) SYSTEM 209 WIRELESS RADIO MODEM EA 5,500.0000 11,000.00 0.000 0.00 (S) 210 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 1.0000 1.00 0.000 0.00 DATA DELIVERY PROGRAM CAS145 PAGE 9 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 12:48 PM ESTIMATE NO. 06 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BALLALO JR., RAY DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 900,411.80 2,951,739.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,360.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 900,411.80 2,957,100.42 211 MOBILIZATION LS 2135,000.0000 2,135,000.00 0.750 1,601,250.00 ORIGINAL CONTRACT AMOUNT 21,401,194.50 TOTAL WORK COMPLETED 900,411.80 4,558,350.42 MATERIALS ON HAND ON SITE 34,930.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 900,411.80 4,593,280.66 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 11/05/02 550 10/30/02 10/30/02 04/22/04 90 20 0 0 21% 16% PROGRESS IS SATISFACTORY BALLALO JR., RAY RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 04/18/03