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 09/24/08 EST. NO.19 TIME 11:59 AM R.E. NAME: SCHNEIDER JOLIE 04-172404 --------------------------------------------------------------------------- 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 0039 4,826.98 E.W. @ F.A.(+) 071107 N 038 0 0051 3,497.52 071007 N 037A 0 0061 218.01 090308 N 049 0 0062 446.53 090808 N 050 0 0063 331.32 090408 N 051 0 0064 293.55 090208 N 052A 0 005 0005 7,193.32 E.W. @ U.P (+) 061307 N 005A 0 007 0054 6,750.00 E.W. @ F.A.(+) 062008 N 0034A1 009 0003 127,704.00 A.C. @ L.S.(+) 050707 N 003A 0 010 0004 53,296.45 A.C. @ L.S.(+) 050707 N 001A 0 020 0012 9,412.00 E.W. @ F.A.(+) 081208 N 011 0 022 0016 2,223.28 E.W. @ F.A.(+) 011108 N 0007 0 026 0023 419.17 E.W. @ F.A.(+) 090408 N 017 0 0024 60,000.00 091808 N 100 0 027 0002 60,000.00 E.W. @ F.A.(+) 051308 N 001A 0 336,612.13 TOTAL THIS ESTIMATE 1,435,685.50 TOTAL PREVIOUS ESTIMATE 1,772,297.63 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 09/24/08 EST. NO.19 TIME 11:59 AM R.E. NAME: SCHNEIDER JOLIE 04-172404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM MISSING -20,000.00 03 MISSING PAYROLLS -10,000.00 03 CPM SCHEDULE RETENT -198,078.71 04 RESTITUTION DEDUCT -15,000.00 04 CPM DED RETURNS 218,078.71 05 OLIEVEN VIOLATION -10,000.00 06 RETURN RESTITUTION 12,000.00 06 RET DED FOR PAYROLL 23,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION RESTITUTION DEDUCT. -12,000.00 05 RET PAYROLL EST #3 12,000.00 07 CLASIFICATION MISUSE -10,000.00 09 WRONG CLASSIFICATION 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-84-21.0/23.1 ----------------------- GRANITE CONSTRUCTION CO. IN ALAMEDA COUNTY IN AND NEAR 715 COMSTOCK STREET LIVERMORE AND PLEASANTON FROM 4.3 SANTA CLARA, CA 95054 KM EAST OF ROUTE 84 AND 680 SEPARATION TO RUBY HILLS DRIVE FED. AID NO. ACST-P084(34)E ,P-P084(34)E REALIGN CURVES AND SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 7,000.0000 7,000.00 0.750 5,250.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 1,740,000.00 175.000 262,500.00 750.000 1,125,000.00 03 TEMPORARY FENCE (TYPE BW) M 60.0000 163,800.00 2,808.000 168,480.00 04 TEMPORARY PERIMETER FENCE (TYPE WM 1.8) M 65.0000 170,950.00 1,519.600 98,774.00 05 1200 MM TEMPORARY CULVERT M 555.0000 11,100.00 10.000 5,550.00 06 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.700 210,000.00 08 DEWATERING AND NON STORMWATER DISCHARGE LS 1,000.0000 1,000.00 0.150 150.00 0.650 650.00 CONTROL 09 TEMPORARY SILT FENCE M 8.2500 99,825.00 9,972.800 82,275.60 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 8,000.00 2.000 2,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 21,000.00 5.000 15,000.00 12 TEMPORARY CHECK DAM M 70.0000 3,780.00 16.000 1,120.00 13 MOVE IN/ MOVE OUT (HYDRAULIC EA 1,000.0000 10,000.00 2.000 2,000.00 MULCH-BONDED FIBER MATRIX) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 18,000.00 4.000 2,400.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.149 13,410.00 0.650 58,500.00 S) 17 TYPE III BARRICADE EA 200.0000 3,000.00 15.000 3,000.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 1,000.00 21.960 1,098.00 S) 19 TEMPORARY TRAFFIC STRIPE (TAPE) M 50.0000 3,000.00 0.000 0.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.8000 26,460.00 14,541.000 26,173.80 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 4,480.00 110.000 3,520.00 S) 22 TRAFFIC PLASTIC DRUM EA 60.0000 4,800.00 80.000 4,800.00 S) PROGRAM CAS145 PAGE 2 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 5.0000 6,200.00 1,256.000 6,280.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 26,000.0000 26,000.00 0.150 3,900.00 0.650 16,900.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 141,200.00 3,530.000 141,200.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 700.0000 9,800.00 68.000 47,600.00 S) 27 ABANDON CULVERT EA 800.0000 7,200.00 3.000 2,400.00 6.000 4,800.00 28 ABANDON INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 29 OBLITERATE SURFACING M2 2.5000 29,250.00 11,700.000 29,250.00 30 REMOVE FENCE M 7.0000 28,000.00 3,646.000 25,522.00 31 REMOVE METAL BEAM GUARD RAILING M 35.0000 9,450.00 270.000 9,450.00 32 REMOVE FLARED END SECTION EA 250.0000 2,250.00 7.000 1,750.00 7.000 1,750.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 9,250.00 1,825.200 9,126.00 STRIPE 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,950.00 2,047.300 6,141.90 35 REMOVE PAVEMENT MARKER EA 2.0000 560.00 157.000 314.00 36 REMOVE ROADSIDE SIGN EA 100.0000 6,900.00 69.000 6,900.00 37 REMOVE CULVERT M 30.0000 3,000.00 15.200 456.00 38 REMOVE INLET EA 679.0000 1,358.00 2.000 1,358.00 39 REMOVE HEADWALL EA 1,460.0000 1,460.00 1.000 1,460.00 40 REMOVE BASE AND SURFACING M3 31.5000 10,080.00 0.000 0.00 41 ADJUST INLET EA 1,620.0000 17,820.00 0.000 0.00 42 ADJUST MANHOLE EA 2,680.0000 2,680.00 0.000 0.00 43 MODIFY INLET TO MANHOLE EA 2,930.0000 2,930.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 22,860.00 712.000 2,136.00 S) 45 REMOVE CONCRETE M3 900.0000 900.00 1.000 900.00 46 CLEARING AND GRUBBING HA 500.0000 13,000.00 26.000 13,000.00 47 REMOVE TREE LS 250,000.0000 250,000.00 1.000 250,000.00 48 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 49 ROADWAY EXCAVATION M3 7.7200 4,309,304.00 30,000.000 231,600.00 555,819.170 4,290,923.99 PROGRAM CAS145 PAGE 3 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 51 INTRUMENTATION, INSTALLATION, AND LS 200,000.0000 200,000.00 0.050 10,000.00 0.750 150,000.00 MONITORING 52 DRAINAGE WICK M 2.0000 166,400.00 38,700.000 77,400.00 53 STRUCTURE BACKFILL (VEHICULAR M3 36.9000 54,243.00 1,470.000 54,243.00 UNDERCROSSING) 54 SAND BACKFILL M3 117.0000 8,190.00 0.000 0.00 55 DITCH EXCAVATION M3 14.0000 41,020.00 903.000 12,642.00 2,424.000 33,936.00 56 GEOSYTHETIC REINFORCED EMBANKMENT M2 8.0000 146,160.00 11,970.000 95,760.00 57 TOPSOIL M3 50.0000 27,500.00 212.000 10,600.00 550.000 27,500.00 58 LINER PLANTS (PLANT GROUP M - WETLAND) EA 1.5000 17,100.00 0.000 0.00 S) 59 LINER PLANTS (PLANT GROUP M - BIOSTRIP) EA 1.5000 193,500.00 0.000 0.00 S) 60 EROSION CONTROL (TYPE B) M2 25.0000 196,000.00 7,688.000 192,200.00 S) 61 STRAW (EROSION CONTROL) TONN 500.0000 65,000.00 68.120 34,060.00 S) 62 EROSION CONTROL (NETTING) M2 6.8000 42,976.00 895.400 6,088.72 1,395.400 9,488.72 63 FIBER (EROSION CONTROL) KG 1.0000 19,300.00 16,648.000 16,648.00 S) 64 FIBER ROLLS M 12.0000 241,200.00 3,413.600 40,963.20 18,798.260 225,579.12 65 COMPOST (EROSION CONTROL) M3 350.0000 94,500.00 222.000 77,700.00 S) 66 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 15,000.00 4.000 4,000.00 S) 67 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 88,000.00 762.880 76,288.00 S) 68 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 5,680.00 7,441.180 14,882.36 S) 69 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 20,200.00 2,560.590 5,121.18 S) 70 CLASS 4 AGGREGATE SUBBASE M3 40.0000 468,000.00 6,324.730 252,989.20 14,709.780 588,391.20 71 CLASS 3 AGGREGATE BASE M3 40.0000 684,000.00 8,385.050 335,402.00 16,500.000 660,000.00 72 ASPHALT TREATED PERMEABLE BASE M3 175.0000 56,000.00 320.000 56,000.00 73 SEAL RANDOM CRACKS LNKM 10,000.0000 7,000.00 0.700 7,000.00 74 ASPHALT CONCRETE (TYPE A) TONN 68.0000 1,162,800.00 7,000.000 476,000.00 14,783.720 1,005,292.96 75 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 902,500.00 5,000.000 475,000.00 5,000.000 475,000.00 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.6000 21,414.00 256.000 4,249.60 AREA) PROGRAM CAS145 PAGE 4 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 250.00 81.000 405.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 8,500.00 1,564.000 7,820.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 3,500.00 1,014.000 5,070.00 80 SHOULDER RUMBLE STRIP STA 76.5000 10,710.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 315,000.00 69.780 125,604.00 F) 82 ROADSIDE SIGN - ONE POST EA 240.0000 3,600.00 0.000 0.00 83 450 MM ALTERNATIVE PIPE CULVERT M 319.0000 51,040.00 20.100 6,411.90 151.600 48,360.40 84 600 MM ALTERNATIVE PIPE CULVERT M 320.0000 38,400.00 13.240 4,236.80 48.000 15,360.00 85 750 MM REINFORCED CONCRETE PIPE M 500.0000 13,000.00 26.000 13,000.00 86 1200 MM REINFORCED CONCRETE PIPE M 550.0000 82,500.00 141.900 78,045.00 87 1350 MM REINFORCED CONCRETE PIPE M 640.0000 76,800.00 112.500 72,000.00 88 300 MM CORRUGATED STEEL PIPE M 336.0000 13,440.00 40.000 13,440.00 (2.01 MM THICK) 89 600 MM CORRUGATED STEEL PIPE M 398.0000 16,716.00 42.000 16,716.00 (3.51 MM THICK) 90 450 MM CORRUGATED STEEL PIPE M 384.0000 34,560.00 107.540 41,295.36 (3.51 MM THICK) 91 900 MM BITUMINOUS COATED CORRUGATED M 511.0000 255,500.00 500.000 255,500.00 STEEL PIPE (3.51 MM THICK) 92 700 MM X 500 MM CORRUGATED STEEL PIPE M 445.0000 26,700.00 60.000 26,700.00 ARCH (3.51 MM THICK) 93 6198 MM X 5436 MM STRUCTURAL STEEL PLATE M 4,950.0000 693,000.00 140.000 693,000.00 VEHICULAR UNDERCROSSING (7.00 MM THICK) 94 200 MM PERFORATED PLASTIC M 21.0000 137,340.00 319.000 6,699.00 6,540.000 137,340.00 PIPE UNDERDRAIN 95 200 MM PLASTIC PIPE M 49.8000 15,438.00 382.000 19,023.60 96 GEOCOMPOSITE DRAINAGE BLANKET M2 7.4100 153,387.00 14,500.000 107,445.00 97 PERMEABLE MATERIAL M3 82.0000 23,780.00 290.000 23,780.00 98 PERMEABLE MATERIAL (BLANKET) M3 80.8000 1,195,840.00 3,212.840 259,597.47 11,250.840 909,067.87 99 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 284.0000 18,460.00 67.000 19,028.00 (3.51 MM THICK) 00 300 MM BITUMINOUS COATED CORRUGATED M 274.0000 11,508.00 42.000 11,508.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 01 DRAINAGE INLET MARKER EA 75.0000 675.00 0.000 0.00 02 900 MM CORRUGATED STEEL PIPE INLET M 1,690.0000 15,210.00 7.650 12,928.50 (3.51 MM THICK) PROGRAM CAS145 PAGE 5 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 300 MM STEEL FLARED END SECTION EA 86.0000 86.00 1.000 86.00 04 450 MM STEEL FLARED END SECTION EA 118.0000 354.00 3.000 354.00 05 600 MM STEEL FLARED END SECTION EA 167.0000 334.00 1.000 167.00 06 900 MM STEEL FLARED END SECTION EA 456.0000 1,824.00 3.000 1,368.00 4.000 1,824.00 07 450 MM ALTERNATIVE FLARED END SECTION EA 118.0000 590.00 5.000 590.00 08 600 MM ALTERNATIVE FLARED END SECTION EA 170.0000 1,020.00 3.000 510.00 3.000 510.00 09 700 MM X 500 MM STEEL FLARED END EA 170.0000 170.00 1.000 170.00 PIPE ARCH SECTION 10 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 181.0000 9,050.00 32.600 5,900.60 11 ROCK SLOPE PROTECTION M3 469.0000 4,690.00 0.000 0.00 (FACING, METHOD B) 12 ROCK SLOPE PROTECTION M3 136.0000 19,040.00 75.000 10,200.00 112.900 15,354.40 (BACKING NO. 1, METHOD B) 13 ROCK SLOPE PROTECTION M3 108.0000 152,280.00 381.000 41,148.00 1,277.500 137,970.00 (BACKING NO. 2, METHOD B) 14 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 232.0000 6,960.00 0.700 162.40 30.000 6,960.00 15 CONCRETE (DITCH LINING) M3 600.0000 72,000.00 22.000 13,200.00 115.000 69,000.00 16 GABION FACED REINFORCED EMBANKMENT M3 203.0000 166,460.00 820.000 166,460.00 (POLYVINYL CHLORIDE COATED) 17 ROCK SLOPE PROTECTION FABRIC M2 2.1500 24,295.00 1,686.000 3,624.90 9,280.000 19,952.00 18 MISCELLANEOUS IRON AND STEEL KG 4.0000 8,752.00 2,656.000 10,624.00 SF) 19 FENCE (TYPE BW, 5 STRAND, METAL POST) M 26.5000 190,800.00 2,535.500 67,190.75 S) 20 6.4 M WIRE MESH GATE EA 1,590.0000 4,770.00 3.000 4,770.00 S) 21 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 75.000 3,000.00 22 MARKER (CULVERT) EA 55.0000 1,320.00 0.000 0.00 23 HIGHWAY POST MARKER EA 55.0000 440.00 0.000 0.00 24 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 5.000 275.00 S) 25 METAL BEAM GUARD RAILING (STEEL POST) M 45.0000 125,100.00 1,787.000 80,415.00 S) 26 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 18,000.00 4.000 12,000.00 S) 27 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,050.00 0.000 0.00 S) 28 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 9,612.00 0.000 0.00 S) (SPRAYABLE) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 22,720.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2000 3,200.00 0.000 0.00 S) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 6,780.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,840.00 0.000 0.00 S) 33 INDUCTIVE LOOP DETECTOR LS 20,000.0000 20,000.00 0.200 4,000.00 S) 34 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 13,000.0000 13,000.00 1.000 13,000.00 S) 35 RELOCATE FLASHING BEACON EA 35,000.0000 35,000.00 1.000 35,000.00 S) 36 PULL BOX (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 37 PULL BOX (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 11:59 AM ESTIMATE NO. 19 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,503,553.59 13,940,308.91 ADJUSTMENT OF COMPENSATION 181,000.45 284,977.33 EXTRA WORK 155,611.68 1,487,320.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,840,165.72 15,712,606.54 38 MOBILIZATION LS 1860,000.0000 1,860,000.00 1.000 1,860,000.00 ORIGINAL CONTRACT AMOUNT 18,624,101.00 TOTAL WORK COMPLETED 2,840,165.72 17,572,606.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,840,165.72 17,572,606.54 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 01/10/07 1160 01/25/07 01/25/07 09/23/11 412 2 0 0 83% 36% PROGRESS IS SATISFACTORY SCHNEIDER JOLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/08