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 11/21/08 EST. NO.21 TIME 08:19 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 0050 233.01 E.W. @ F.A.(+) 072108 N 044A 0 0057 293.55 090308 N 048 0 0066 299.94 091208 N 054 0 0069 257.09 092308 N 056 0 0070 199.96 092408 N 057 0 0071 532.60 092508 N 058 0 0072 608.16 092608 N 059 0 0073 570.38 092908 N 060 0 0074 532.60 093008 N 061 0 0075 975.64 100708 N 062 0 0076 838.91 100808 N 063 0 0077 871.50 100908 N 064 0 0078 798.90 101008 N 065 0 0079 399.92 101108 N 066 0 0080 361.21 092208 N 067 0 0085 227.23 040208 N 024AA0 0086 2,054.39 060908 N 032AA0 0087 1,897.50 102908 N 200A 0 0088 114.27 102408 N 071 0 0089 3,091.63 103008 N 072 0 0091 909.36 061108 N 034AA0 0092 778.49 061208 N 35AA 0 0095 1,658.50 072608 N 069A 0 0095-1 -1,658.50 072608 N 069A 0 DAO CORRECTING ENTRY 0095-2 1,627.50 072608 N 069A 0 DAO CORRECTING ENTRY 0096 593.31 101408 N 068 0 003 0002-1 -3,209.76 E.W. @ F.A.(+) 022807 N 002 0 DAO CORRECTING ENTRY 0002-2 3,209.76 022807 N 002 0 DAO CORRECTING ENTRY 0008 763.51 102408 N 008 0 004 0010 1,862.50 E.W. @ F.A.(+) 100708 N 007A 0 007 0022 2,491.13 E.W. @ F.A.(+) 091307 N 025 0 0023 6,994.81 091407 N 026 0 0029 476.42 112807 N 032 0 0056 4,517.58 091608 N 037 0 0057 4,855.90 091708 N 038 0 0059 4,950.37 091808 N 039 0 0060 3,043.13 092208 N 040 0 0062 489.80 100708 N 044 0 0071 3,526.69 102908 N 050 0 0072 3,392.08 103008 N 051 0 0073 309.73 102708 N 052 0 0074 292.83 110308 N 053 0 0075 3,916.29 111008 N 054 0 0076 3,895.76 111108 N 055 0 0077 5,888.39 111208 N 056 0 0078 763.84 111308 N 057 0 017 0014 1,027.56 E.W. @ F.A.(+) 111308 N 014 0 0015 951.26 111208 N 015 0 026 0025 2,487.96 E.W. @ F.A.(+) 050508 N 011A 0 027 0003 9,290.10 E.W. @ F.A.(+) 110308 N 003 0 0003-1 -9,290.10 110308 N 003 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/21/08 EST. NO.21 TIME 08:19 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 --------------------------------------------------------------------------- 0004 9,290.10 110508 N 004 0 0005 31,569.29 102608 N 005 0 0007 533.28 110608 N 006A 0 030 0006 208,850.63 A.C. @ U.P.(+) 073108 N 003AA0 031 0001 38,174.47 A.C. @ U.P.(+) 071808 N 001 0 033 0003 32,743.59 A.C. @ U.P.(+) 101108 N 001AA0 034 0002 4,064.32 E.W. @ F.A.(+) 082708 N 001A 0 0014 12,492.60 102008 N 009A 0 0016 2,771.09 100108 N 013 0 0018 2,332.77 100208 N 014A 0 035 0008 62,540.14 E.W. @ F.A.(+) 101408 N 008 0 481,326.87 TOTAL THIS ESTIMATE 1,772,297.63 TOTAL PREVIOUS ESTIMATE 2,253,624.50 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 11/21/08 EST. NO.21 TIME 08:19 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 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 LOCATION 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 0.900 6,300.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 1,740,000.00 108.000 162,000.00 1,148.000 1,722,000.00 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 170,950.00 304.810 19,812.65 1,824.410 118,586.65 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 0.850 255,000.00 08 DEWATERING AND NON STORMWATER DISCHARGE LS 1,000.0000 1,000.00 0.100 100.00 1.000 1,000.00 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 5.000 5,000.00 7.000 7,000.00 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 7.000 4,200.00 21.000 12,600.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.050 500.00 0.950 9,500.00 S) 16 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.090 8,100.00 0.990 89,100.00 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 10.000 320.00 120.000 3,840.00 S) 22 TRAFFIC PLASTIC DRUM EA 60.0000 4,800.00 80.000 4,800.00 S) PROGRAM CAS145 PAGE 2 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.040 1,040.00 0.990 25,740.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 141,200.00 122.000 4,880.00 3,652.000 146,080.00 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 9.000 7,200.00 28 ABANDON INLET EA 1,000.0000 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 28,000.00 354.000 2,478.00 4,000.000 28,000.00 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 1.000 250.00 8.000 2,000.00 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 76.000 2,280.00 91.200 2,736.00 38 REMOVE INLET EA 679.0000 1,358.00 1.000 679.00 3.000 2,037.00 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 5.000 8,100.00 42 ADJUST MANHOLE EA 2,680.0000 2,680.00 1.000 2,680.00 1.000 2,680.00 43 MODIFY INLET TO MANHOLE EA 2,930.0000 2,930.00 1.000 2,930.00 1.000 2,930.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 22,860.00 3,155.000 9,465.00 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 4,309,304.00 555,819.170 4,290,923.99 PROGRAM CAS145 PAGE 3 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 180,000.00 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 42.830 5,011.11 42.830 5,011.11 55 DITCH EXCAVATION M3 14.0000 41,020.00 117.000 1,638.00 2,930.000 41,020.00 56 GEOSYTHETIC REINFORCED EMBANKMENT M2 8.0000 146,160.00 11,970.000 95,760.00 57 TOPSOIL M3 50.0000 27,500.00 550.000 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 5,357.400 36,430.32 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 21,422.160 257,065.92 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 14,709.780 588,391.20 71 CLASS 3 AGGREGATE BASE M3 40.0000 684,000.00 504.000 20,160.00 17,004.000 680,160.00 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 1,162,800.00 121.900 8,289.20 17,469.380 1,187,917.84 75 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 902,500.00 38.020 3,611.90 9,139.840 868,284.80 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.6000 21,414.00 261.380 4,338.91 517.380 8,588.51 AREA) PROGRAM CAS145 PAGE 4 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,710.00 140.000 10,710.00 140.000 10,710.00 (AC, GROUND-IN INDENTATIONS) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 315,000.00 71.720 129,096.00 175.000 315,000.00 F) 82 ROADSIDE SIGN - ONE POST EA 240.0000 3,600.00 10.000 2,400.00 15.000 3,600.00 83 450 MM ALTERNATIVE PIPE CULVERT M 319.0000 51,040.00 151.600 48,360.40 84 600 MM ALTERNATIVE PIPE CULVERT M 320.0000 38,400.00 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 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 90.490 7,311.59 11,341.330 916,379.46 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 9.000 675.00 9.000 675.00 02 900 MM CORRUGATED STEEL PIPE INLET M 1,690.0000 15,210.00 1.350 2,281.50 9.000 15,210.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 5 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 4.000 680.00 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 50.000 9,050.00 11 ROCK SLOPE PROTECTION M3 469.0000 4,690.00 10.000 4,690.00 10.000 4,690.00 (FACING, METHOD B) 12 ROCK SLOPE PROTECTION M3 136.0000 19,040.00 140.000 19,040.00 (BACKING NO. 1, METHOD B) 13 ROCK SLOPE PROTECTION M3 108.0000 152,280.00 1,410.000 152,280.00 (BACKING NO. 2, METHOD B) 14 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 232.0000 6,960.00 30.000 6,960.00 15 CONCRETE (DITCH LINING) M3 600.0000 72,000.00 5.000 3,000.00 120.000 72,000.00 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 11,300.000 24,295.00 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 190,800.00 320.000 8,480.00 2,855.500 75,670.75 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 52.000 2,080.00 152.000 6,080.00 22 MARKER (CULVERT) EA 55.0000 1,320.00 24.000 1,320.00 24.000 1,320.00 23 HIGHWAY POST MARKER EA 55.0000 440.00 8.000 440.00 8.000 440.00 24 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 4.000 220.00 9.000 495.00 S) 25 METAL BEAM GUARD RAILING (STEEL POST) M 45.0000 125,100.00 2,713.000 122,085.00 S) 26 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 18,000.00 6.000 18,000.00 S) 27 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,050.00 68.300 3,073.50 113.300 5,098.50 S) 28 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 9,612.00 1,888.000 2,265.60 8,296.000 9,955.20 S) (SPRAYABLE) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 22,720.00 4,213.000 6,740.80 15,573.000 24,916.80 S) PROGRAM CAS145 PAGE 6 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,200.00 719.000 2,300.80 1,519.000 4,860.80 S) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 6,780.00 1,081.000 1,297.20 5,601.000 6,721.20 S) (BROKEN 10.98 M - 3.66 M) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,840.00 1,968.000 7,872.00 S) 33 INDUCTIVE LOOP DETECTOR LS 20,000.0000 20,000.00 1.000 20,000.00 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 37 PULL BOX (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 7 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:19 AM ESTIMATE NO. 21 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 11/20/08 R.E. NAME: SCHNEIDER JOLIE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 451,080.76 15,779,876.25 ADJUSTMENT OF COMPENSATION 279,768.69 564,746.02 EXTRA WORK 201,558.18 1,688,878.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 932,407.63 18,033,500.75 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 932,407.63 19,893,500.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 932,407.63 19,893,500.75 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 09/23/11 453 2 0 0 93% 39% PROGRESS IS SATISFACTORY SCHNEIDER JOLIE RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 11/21/08