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 10/20/05 EST. NO.13 TIME 10:30 AM R.E. NAME: 4030 OCCIDENTAL RD 04-276004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0006 350.00 E.W. @ F.A.(+) 051705 N 291 0 023 0001 9,626.79 E.W. @ F.A.(+) 080105 N 083 0 0002 1,222.36 080205 N 084 0 025 0001 40,756.73 E.W. @ L.S.(+) 051005 N 01 0 51,955.88 TOTAL THIS ESTIMATE 270,402.54 TOTAL PREVIOUS ESTIMATE 322,358.42 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 10/20/05 EST. NO.13 TIME 10:30 AM R.E. NAME: 4030 OCCIDENTAL RD 04-276004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 LOCATION PROGRESS ESTIMATE 04-SON-101-3.5/3.9 ----------------- DIABLO CONTRACTORS INC IN SONOMA COUNTY IN PETALUMA FROM 7 CROW CANYON COURT #100 PETALUMA RIVER BRIDGE TO 0.2 KM SAN RAMON CA 94583 NORTH OF 110 AND 116 SEPARATION AND OVERHEAD FED. AID NO. ACNH-Q101(58)E REPLACE BRIDGE AND IMPROVE ON RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,700.0000 2,700.00 0.250 675.00 0.750 2,025.00 02 TIME-RELATED OVERHEAD LS 950,000.0000 950,000.00 0.066 62,700.00 0.414 393,300.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 6,250.00 250.000 6,250.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 4,500.00 618.700 6,187.00 05 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 06 PREPARE STORM WATER POLLUTION LS 3,800.0000 3,800.00 1.000 3,800.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.750 7,500.00 08 TEMPORARY HYDRAULIC MULCH (BONDED M2 1.0000 15,000.00 0.000 0.00 FIBER MATRIX) 09 TEMPORARY SILT FENCE M 8.0000 6,000.00 856.000 6,848.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 2,000.00 2.000 2,000.00 11 TEMPORARY COVER M2 2.0000 9,400.00 1,200.000 2,400.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 5,000.00 12.000 6,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 3.000 7,500.00 14 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.700 2,100.00 S) 15 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.050 1,500.00 0.500 15,000.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 3,000.00 27.860 557.20 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 7,350.00 3,053.350 3,053.35 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,400.00 21.000 840.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 920.00 195.000 780.00 S) 20 TEMPORARY RAILING (TYPE K) M 40.0000 115,200.00 1,248.800 49,952.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 230.0000 32,200.00 47.000 10,810.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 7,200.00 329.400 6,588.00 S) PROGRAM CAS145 PAGE 2 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 1,960.00 1,057.000 2,114.00 STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,320.00 1,341.190 2,682.38 25 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 920.00 14.580 1,458.00 26 REMOVE PAVEMENT MARKER EA 1.0000 550.00 448.000 448.00 27 REMOVE ROADSIDE SIGN EA 150.0000 450.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 150.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 29 REMOVE PIPE M 40.0000 4,800.00 0.000 0.00 30 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 50.0000 1,000.00 0.000 0.00 S) 31 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 3,600.00 0.000 0.00 S) 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 4,200.00 0.000 0.00 S) 33 REMOVE CONCRETE CURB M3 500.0000 550.00 1.410 705.00 34 REMOVE CONCRETE BARRIER (TYPE 50) M 50.0000 1,500.00 22.000 1,100.00 35 REMOVE CRASH CUSHION EA 150.0000 150.00 1.000 150.00 36 BRIDGE REMOVAL LS 200,000.0000 200,000.00 0.000 0.00 37 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 38 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500.00 39 ROADWAY EXCAVATION M3 20.0000 27,000.00 400.000 8,000.00 960.000 19,200.00 40 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 106,000.00 365.500 73,100.00 F) 42 STRUCTURE EXCAVATION (TYPE D) M3 60.0000 18,000.00 189.000 11,340.00 F) 43 STRUCTURE EXCAVATION (TYPE DR) M3 100.0000 20,800.00 0.000 0.00 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 37,800.00 1,934.000 38,680.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 34,400.00 234.000 9,360.00 F) 46 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 126,000.00 539.000 21,560.00 3,050.000 122,000.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 22,200.00 555.000 22,200.00 F) (CLASS 3 AGGREGATE BASE) 48 EARTH RETAINING STRUCTURE M2 280.0000 439,600.00 649.000 181,720.00 785.000 219,800.00 F) 49 IMPORTED BORROW M3 10.0000 43,200.00 1,000.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 51 IMPORTED TOPSOIL LS 20,000.0000 20,000.00 0.000 0.00 S) 52 EROSION CONTROL NETTING M2 5.0000 18,750.00 0.000 0.00 S) 53 STRAW (EROSION CONTROL) TONN 475.0000 3,562.50 0.000 0.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 1,170.00 0.000 0.00 S) 55 FIBER ROLLS M 10.0000 9,400.00 0.000 0.00 S) 56 COMPOST (EROSION CONTROL) KG 1.0000 3,540.00 0.000 0.00 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 0.000 0.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 44,000.00 0.000 0.00 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,040.00 0.000 0.00 S) 60 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.000 0.00 S) 61 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.100 2,500.00 S) 62 NPS 2 SUPPLY LINE (BRIDGE) M 125.0000 23,750.00 30.000 3,750.00 40.000 5,000.00 63 375 MM CORRUGATED HIGH DENSITY M 100.0000 600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 64 CLASS 4 AGGREGATE SUBBASE M3 30.0000 25,200.00 0.000 0.00 65 CLASS 3 AGGREGATE BASE M3 32.0000 1,344.00 0.000 0.00 66 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 672,000.00 0.000 0.00 MAXIMUM GRADING) 67 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 50.0000 19,500.00 0.000 0.00 MAXIMUM GRADING) 68 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 30.0000 630.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 30.0000 3,000.00 0.000 0.00 70 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 2,550.00 0.000 0.00 71 FURNISH PILING (CLASS 900C) M 50.0000 27,700.00 1,188.300 59,415.00 (ALTERNATIVE X) 72 DRIVE PILE (CLASS 900C) EA 1,000.0000 27,000.00 66.000 66,000.00 S) (ALTERNATIVE X) 73 FURNISH PILING (CLASS 625C) M 45.0000 127,710.00 930.050 41,852.25 (ALTERNATIVE X) 74 DRIVE PILE (CLASS 625C) (ALTERNATIVE X) EA 900.0000 155,700.00 52.000 46,800.00 S) 75 FURNISH PILING (CLASS 400C) M 40.0000 124,160.00 2,521.000 100,840.00 (ALTERNATIVE X) 76 DRIVE PILE (CLASS 400C) (ALTERNATIVE X) EA 800.0000 157,600.00 169.000 135,200.00 S) PROGRAM CAS145 PAGE 4 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 0.200 30,000.00 S) 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 131,000.00 134.000 67,000.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,793,600.00 254.000 203,200.00 806.000 644,800.00 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 200,250.00 445.000 200,250.00 F) 81 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 105,000.00 0.000 0.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 34,300.00 0.000 0.00 F) (TYPE N) 83 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 44,400.00 13.570 16,284.00 16.240 19,488.00 F) 84 MINOR CONCRETE (BACKFILL) M3 140.0000 4,760.00 18.350 2,569.00 50.650 7,091.00 85 ARCHITECTURAL TREATMENT M2 70.0000 23,170.00 331.000 23,170.00 F) 86 JOINT SEAL ASSEMBLY (MR 90 MM) M 600.0000 28,200.00 0.000 0.00 S) 87 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 900,100.00 184,205.000 368,410.00 SF) 88 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 77,000.00 38,500.000 77,000.00 SF) 89 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 19,860.00 0.000 0.00 F) WITH WALKWAY) 90 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 13,240.00 0.000 0.00 SF)WITH WALKWAY) 91 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 0.000 0.00 92 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 0.000 0.00 METHOD) 93 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 68,000.00 102.400 20,480.00 102.400 20,480.00 94 375 MM PLASTIC PIPE (SMOOTH INTERIOR) M 150.0000 5,400.00 0.000 0.00 95 365 MM X 575 MM OVAL SHAPED REINFORCED M 240.0000 21,600.00 13.600 3,264.00 76.600 18,384.00 CONCRETE PIPE (CLASS II) 96 450 MM CORRUGATED STEEL PIPE M 180.0000 12,780.00 0.000 0.00 (1.63 MM THICK) 97 GEOCOMPOSITE DRAIN M2 40.0000 24,800.00 310.000 12,400.00 620.000 24,800.00 F) 98 450 MM ANCHOR ASSEMBLY EA 300.0000 1,800.00 0.000 0.00 99 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 300.0000 1,260.00 6.100 1,830.00 00 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 840.00 0.000 0.00 01 ROCK SLOPE PROTECTION M3 100.0000 1,470.00 0.000 0.00 (BACKING NO. 2, METHOD B) 02 MINOR CONCRETE (MISCELLANEOUS M3 375.0000 11,250.00 0.000 0.00 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M3 1,000.0000 1,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 5.0000 11,840.00 296.000 1,480.00 F) 05 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 19,800.00 0.000 0.00 SF) 06 MISCELLANEOUS METAL (RETAINING WALL) KG 15.0000 8,880.00 0.000 0.00 SF) 07 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 2,590.00 0.000 0.00 S) 08 DELINEATOR (CLASS 1) EA 50.0000 850.00 0.000 0.00 09 METAL BEAM GUARD RAILING M 75.0000 6,000.00 0.000 0.00 S) 10 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 6,600.00 0.000 0.00 F) 11 CABLE RAILING M 100.0000 1,100.00 0.000 0.00 S) 12 TERMINAL SYSTEM (TYPE SRT) EA 2,750.0000 5,500.00 0.000 0.00 S) 13 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 S) 14 CONCRETE BARRIER (TYPE 60) M 180.0000 39,600.00 0.000 0.00 15 CONCRETE BARRIER (TYPE 60GE) M 700.0000 28,000.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 736 MODIFIED) M 150.0000 110,400.00 0.000 0.00 F) 17 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 2,240.00 0.000 0.00 S) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,000.00 0.000 0.00 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,170.00 0.000 0.00 S) 20 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 640.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,400.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 22 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 14,000.00 0.000 0.00 23 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 800.00 0.000 0.00 S) 24 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 680.00 0.000 0.00 S) 25 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 0.940 18,800.00 S) 26 LIGHTING (CITY STREET) LS 1,000.0000 1,000.00 0.000 0.00 S) 27 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 0.750 22,500.00 S) 28 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.115 4,600.00 S) 29 ELECTRICAL SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) 30 SIZE 53 CONDUIT LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DETECTOR REPLACEMENT LS 5,000.0000 5,000.00 0.000 0.00 S) 32 CAMERA UNIT EA 6,000.0000 6,000.00 0.950 5,700.00 S) 33 VIDEO IMAGE PROCESSING SYSTEM EA 8,000.0000 8,000.00 0.950 7,600.00 S) 34 PAN/TILT UNIT EA 3,000.0000 3,000.00 0.000 0.00 S) 35 CAMERA CONTROL UNIT EA 6,000.0000 6,000.00 0.000 0.00 S) 36 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 S) 37 INTEGRATED SERVICE DIGITAL NETWORK EA 3,000.0000 3,000.00 0.000 0.00 S) TERMINAL ADAPTOR 38 TRAFFIC OPERATIONS SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 S) 39 CELLULAR DIGITAL PACKET DATA WIRELESS EA 2,000.0000 2,000.00 0.000 0.00 S) MODEM 40 RAILROAD SIGNAL SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-276004 TIME 10:30 AM ESTIMATE NO. 13 BID OPENING 05/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: 4030 OCCIDENTAL RD DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 538,102.00 3,116,818.18 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 51,955.88 322,358.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 590,057.88 3,439,176.60 41 MOBILIZATION LS 880,000.0000 880,000.00 0.950 836,000.00 ORIGINAL CONTRACT AMOUNT 8,900,196.50 TOTAL WORK COMPLETED 590,057.88 4,275,176.60 MATERIALS ON HAND ON SITE 395,118.01 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 590,057.88 4,670,294.61 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 10/13/04 320 10/28/04 10/28/04 07/25/06 132 114 0 0 45% 51% PROGRESS IS SATISFACTORY 4030 OCCIDENTAL RD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/20/05