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.20 TIME 10:09 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0025 149.02 E.W. @ F.A.(+) 071304 N CM27B0 011 0002 1,689.00 E.W. @ F.A.(+) 033105 N CM3400 0003 1,027.33 040105 N CM3430 0004 1,118.40 040405 N CM3470 0006 2,603.80 040605 N CM3530 0007 659.38 040705 N CM3550 0008 761.70 040805 N CM3560 0009 767.46 041105 N CM3580 0013 1,048.41 031805 N CM3180 012 0020 655.59 E.W. @ F.A.(+) 080904 N CM78 0 0107 379.34 110504 N CM1970 0119 1,760.02 042605 N CF26 0 0221 1,380.40 040505 N CM3480 0223 653.48 041305 N CM3600 0224 713.82 041405 N CM3610 0227 1,234.18 080904 N CM77B0 0228 71.65 081204 N CM72B0 0229 290.16 081204 N CM73B0 0232 48.51 080404 N CM1942 0235 5,685.46 020205 N CM1722 0237 1,664.20 020305 N CM1732 0241 759.94 030705 N CM3100 013 0075 514.68 E.W. @ F.A.(+) 011105 N CM3020 018 0001 97.12 E.W. @ F.A.(+) 090704 N CM82 0 020 0011 777.46 E.W. @ F.A.(+) 051905 N CM3680 0012 64.97 051905 N CM3690 0013 137.44 060605 N CM3700 021 0004 853.09 E.W. @ F.A.(+) 033105 N CF03 0 0005 350.71 040105 N CF04 0 0006 697.48 041105 N CF05 0 0008 1,505.85 041405 N CF07 0 0009 1,771.19 041505 N CF08 0 0010 693.56 041805 N CF09 0 0011 174.41 041905 N CF10 0 0012 242.27 042005 N CF11 0 0025 649.76 042805 N CM3670 33,651.24 TOTAL THIS ESTIMATE 620,745.49 TOTAL PREVIOUS ESTIMATE 654,396.73 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.20 TIME 10:09 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUPPP INFRACTION -120,000.00 04 SWPPP INFRACTION 120,000.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP DATE OF THIS ESTIMATE 10/20/05 LOCATION PROGRESS ESTIMATE 04-MRN-101-8.3/8.4 ----------------- BALFOUR BEATTY CONSTRUCTION IN MARIN COUNTY IN LARKSPUR, CORTE WESTERN DIVISION OFFICE MADERA, AND SAN RAFAEL FROM 0.2 KM 1934 WEST VALLEY HIGHWAY SUIT NORTH OF TAMALPAIS DRIVE 100, KENT, WA 98032 OVERCROSSING TO 0.1 KM SOUTH OF ROUTE 580 AND 101 SEPARATION FED. AID NO. ACNH-Q101(57)E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250.00 02 TIME-RELATED OVERHEAD LS 650,000.0000 650,000.00 1.000 650,000.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 16,800.00 476.000 5,712.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.100 200.00 0.950 1,900.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 42,000.0000 42,000.00 1.000 42,000.00 06 TEMPORARY SOIL STABILIZER KG 2.0000 2,860.00 1,430.000 2,860.00 1,430.000 2,860.00 07 TEMPORARY SILT FENCE M 12.0000 9,240.00 230.000 2,760.00 869.810 10,437.72 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 6,400.00 4.000 6,400.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 4,800.00 3.000 3,600.00 10 TEMPORARY COVER M2 13.0000 32,500.00 1,506.000 19,578.00 1,506.000 19,578.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 2,400.00 2.000 1,200.00 6.000 3,600.00 12 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.750 26,250.00 S) 13 TRAFFIC CONTROL SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,730.00 0.000 0.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 19,860.00 1,359.000 8,154.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 19,860.00 6,972.900 20,918.70 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 45.000 1,575.00 18 TEMPORARY PAVEMENT MARKER EA 4.0000 15,800.00 4,030.100 16,120.40 S) 19 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 2,000.00 0.000 0.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 32,000.00 4.000 32,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 55.0000 213,950.00 4,740.770 260,742.35 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 9,750.00 62.000 15,500.00 PROGRAM CAS145 PAGE 2 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP 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 OBLITERATE SURFACING M2 10.0000 1,300.00 130.000 1,300.00 24 REMOVE CHAIN LINK FENCE M 32.0000 2,240.00 38.000 1,216.00 38.000 1,216.00 25 REMOVE METAL BEAM GUARD RAILING M 32.0000 2,176.00 99.200 3,174.40 26 REMOVE SINGLE THRIE BEAM BARRIER M 32.0000 1,728.00 0.000 0.00 27 REMOVE DOUBLE THRIE BEAM BARRIER M 35.0000 23,450.00 699.000 24,465.00 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,870.00 2,187.580 6,562.74 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 25,100.00 706.000 3,530.00 STRIPE 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 350.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 2.0000 8,920.00 2,608.000 5,216.00 32 REMOVE ROADSIDE SIGN EA 125.0000 1,125.00 6.000 750.00 33 REMOVE SIGN PANEL EA 125.0000 125.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE M3 280.0000 12,600.00 7.914 2,215.92 35 REMOVE CULVERT M 240.0000 69,600.00 307.000 73,680.00 36 REMOVE INLET EA 725.0000 1,450.00 2.000 1,450.00 37 REMOVE DOWNDRAIN M 58.0000 3,886.00 65.500 3,799.00 38 RELOCATE SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 30,000.00 0.000 0.00 S) 40 REMOVE CONCRETE M3 50.0000 1,050.00 15.500 775.00 41 REMOVE CONCRETE BARRIER (TYPE K) M 35.0000 4,200.00 120.000 4,200.00 42 REMOVE CONCRETE BARRIER (TYPE 50) M 30.0000 4,800.00 160.000 4,800.00 43 REMOVE CONCRETE BARRIER (TYPE 60) M 40.0000 5,600.00 132.700 5,308.00 44 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 4,500.00 1.000 1,500.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 1.000 90,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,000.0000 32,000.00 1.000 32,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000.00 48 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 49 ROADWAY EXCAVATION M3 175.0000 89,250.00 114.480 20,034.00 PROGRAM CAS145 PAGE 3 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP 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 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 4,510.00 41.000 4,510.00 F) 52 STRUCTURE EXCAVATION (TYPE D) M3 135.0000 41,310.00 20.000 2,700.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 2,420.00 0.000 0.00 F) 54 EROSION CONTROL (NETTING) M2 5.0000 2,800.00 560.000 2,800.00 560.000 2,800.00 S) 55 STRAW (EROSION CONTROL) TONN 600.0000 1,380.00 2.300 1,380.00 2.300 1,380.00 S) 56 FIBER (EROSION CONTROL) KG 1.5000 480.00 320.000 480.00 320.000 480.00 S) 57 FIBER ROLLS M 12.0000 3,120.00 230.000 2,760.00 480.300 5,763.60 S) 58 COMPOST (EROSION CONTROL) KG 1.5000 1,410.00 940.000 1,410.00 940.000 1,410.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,000.00 5.000 3,000.00 5.000 3,000.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 1,000.00 50.000 1,000.00 50.000 1,000.00 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 7.0000 490.00 70.000 490.00 70.000 490.00 S) 62 WATER METER EA 2,500.0000 2,500.00 0.000 0.00 S) 63 200 MM CORRUGATED HIGH DENSITY M 150.0000 13,350.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 64 MAINTENANCE VEHICLE PULLOUT EA 7,500.0000 7,500.00 0.000 0.00 65 REPLACE ASPHALT CONCRETE SURFACING M3 275.0000 104,500.00 25.000 6,875.00 66 ASPHALT CONCRETE (TYPE B, BRIDGE) TONN 80.0000 52,080.00 102.800 8,224.00 67 ASPHALT CONCRETE (TYPE A) TONN 110.0000 112,200.00 110.000 12,100.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 25.0000 2,150.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 3,000.00 0.000 0.00 70 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,200.0000 840.00 0.100 120.00 71 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 60,000.00 9.000 54,000.00 S) PILING 72 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 6,400.0000 57,600.00 9.000 57,600.00 S) PILING (ROCK SOCKET) 73 1.7 M PERMANENT STEEL CASING M 3,000.0000 27,000.00 9.000 27,000.00 S) 74 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 125.0000 228,250.00 1,595.900 199,487.50 PILING (406 MM) 75 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,500.0000 210,000.00 92.000 230,000.00 PILE (406 MM) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 6,300.00 7.000 6,300.00 F) PROGRAM CAS145 PAGE 4 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP 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 STRUCTURAL CONCRETE, BRIDGE M3 1,076.0000 1,079,228.00 559.000 601,484.00 F) 78 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 25,500.00 8.670 13,005.00 F) 79 MINOR CONCRETE (BACKFILL) M3 300.0000 1,200.00 3.400 1,020.00 80 ARCHITECTURAL TREATMENT M 120.0000 15,600.00 0.000 0.00 81 DRILL AND BOND DOWEL M 200.0000 28,400.00 181.880 36,376.00 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 7,000.00 1.000 7,000.00 S) GIRDER (5 M - 10 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 48,000.00 6.000 48,000.00 S) GIRDER (10 M - 15 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 104,000.00 13.000 104,000.00 S) GIRDER (15 M - 20 M) 85 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 252,300.00 29.000 252,300.00 S) GIRDER (20 M - 25 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 144,000.00 12.000 144,000.00 S) GIRDER (25 M - 30 M) 87 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 73,200.00 61.000 73,200.00 S) 88 REFINISH BRIDGE DECK M2 75.0000 52,275.00 162.500 12,187.50 89 CORE CONCRETE (151 MM - 200 MM) M 300.0000 450.00 0.000 0.00 S) 90 SOUND WALL (MASONRY BLOCK) M2 300.0000 370,800.00 233.000 69,900.00 1,223.000 366,900.00 SF) 91 JOINT SEAL (TYPE AL) M 50.0000 13,750.00 0.000 0.00 S) 92 JOINT SEAL (MR 40 MM) M 175.0000 8,225.00 0.000 0.00 S) 93 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 452,450.00 38,640.000 96,600.00 163,869.000 409,672.50 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 6,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 INSTALL SELF ADHESIVE SIGN PANEL EA 850.0000 850.00 0.000 0.00 96 METAL (BARRIER MOUNTED SIGN) KG 14.0000 4,200.00 0.000 0.00 F) 97 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 120.0000 2,640.00 0.000 0.00 00 450 MM ALTERNATIVE PIPE CULVERT M 500.0000 45,000.00 0.000 0.00 01 375 MM PLASTIC PIPE (SMOOTH INTERIOR) M 400.0000 44,000.00 103.800 41,520.00 02 450 MM REINFORCED CONCRETE PIPE M 1,200.0000 2,400.00 2.130 2,556.00 03 450 MM ALTERNATIVE SLOTTED PIPE M 310.0000 105,400.00 253.000 78,430.00 PROGRAM CAS145 PAGE 5 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP 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 ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 8,710.00 66.600 8,658.00 (1.63 MM THICK) 05 300 MM ANCHOR ASSEMBLY EA 200.0000 1,000.00 5.000 1,000.00 06 GRATED LINE DRAIN M 380.0000 21,280.00 31.000 11,780.00 07 375 MM FLARED END SECTION EA 400.0000 400.00 0.000 0.00 08 SLOPE PAVING (STIFF BROOM FINISH) M3 1,500.0000 105,000.00 215.003 322,504.50 09 MINOR CONCRETE (MISCELLANEOUS M3 2,800.0000 1,680.00 0.000 0.00 CONSTRUCTION) 10 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,524.00 916.000 2,748.00 F) 11 GRATE LOCKING DEVICE EA 1,500.0000 4,500.00 0.000 0.00 12 CHAIN LINK FENCE (TYPE CL-1.8, M 85.0000 5,950.00 0.000 0.00 VINYL-CLAD) 13 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 8,250.00 0.000 0.00 S) 14 CHAIN LINK RAILING (TYPE 7) M 160.0000 14,880.00 93.000 14,880.00 93.000 14,880.00 SF) 15 TUBULAR BICYCLE RAILING M 175.0000 16,450.00 47.000 8,225.00 47.000 8,225.00 SF) 16 CONCRETE BARRIER (TYPE 27M) M 200.0000 19,400.00 97.000 19,400.00 F) 17 SINGLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 9,180.00 62.180 10,570.60 S) 18 DOUBLE THRIE BEAM BARRIER M 100.0000 67,000.00 667.000 66,700.00 S) 19 DOUBLE THRIE BEAM BARRIER CONNECTION EA 2,500.0000 5,000.00 1.000 2,500.00 S) TO CONCRETE BARRIER 20 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 0.000 0.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 0.000 0.00 S) 22 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 0.000 0.00 S) 23 CONCRETE BARRIER (TYPE 60) M 165.0000 49,500.00 295.000 48,675.00 24 CONCRETE BARRIER (TYPE 60A) M 170.0000 59,330.00 349.000 59,330.00 F) 25 CONCRETE BARRIER (TYPE 60D) M 130.0000 16,900.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60 A MODIFIED) M 175.0000 7,525.00 43.000 7,525.00 F) 27 CONCRETE BARRIER (TYPE 80) M 420.0000 146,160.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 742 M) M 200.0000 18,600.00 93.000 18,600.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 10,800.00 0.000 0.00 S) 30 PAINT PAVEMENT MARKING (2-COAT) BLUE M2 140.0000 560.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP 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 ------------------------------------------------------------------------------------------------------------------------------------ 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 686.00 0.000 0.00 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.0000 18,620.00 0.000 0.00 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 1,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 1,320.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 35 PAINT TRAFFIC STRIPE (2-COAT) M 7.0000 70,700.00 285.000 1,995.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 10,890.00 0.000 0.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,120.00 9.000 36.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.100 4,000.00 0.700 28,000.00 S) 39 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.000 0.00 S) 40 MODIFY SIGNAL AND LIGHTING LS 32,000.0000 32,000.00 0.500 16,000.00 S) 41 TRAFFIC OPERATIONS SYSTEM LS 140,000.0000 140,000.00 0.050 7,000.00 0.050 7,000.00 S) 42 VIDEO IMAGE PROCESSING SYSTEM LS 10,000.0000 10,000.00 0.500 5,000.00 S) 43 CELLULAR DIGITAL PACKET DATA MODEM EA 7,000.0000 14,000.00 0.040 280.00 S) PROGRAM CAS145 PAGE 7 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:09 AM ESTIMATE NO. 20 BID OPENING 01/07/04 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: ADAM SOPLOP 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 241,739.00 4,984,372.43 ADJUSTMENT OF COMPENSATION 0.00 100,007.88 EXTRA WORK 33,651.24 554,388.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 275,390.24 5,638,769.16 44 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 7,154,458.00 TOTAL WORK COMPLETED 275,390.24 6,338,769.16 MATERIALS ON HAND ON SITE 83,572.19 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 275,390.24 6,422,341.35 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 02/17/04 290 03/03/04 03/03/04 10/26/05 378 35 91 0 75% 98% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE CCO WORK ADAM SOPLOP RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 10/20/05