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 07/22/11 EST. NO.05 TIME 10:17 AM R.E. NAME: MUTUTWA, PETER 05-0161E4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0001 6,720.00 E.W. @ L.S.(+) 071811 N 0001 0 016 0001 3,605.76 E.W. @ F.A.(+) 071911 N 001 0 10,325.76 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 10,325.76 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 07/22/11 EST. NO.05 TIME 10:17 AM R.E. NAME: MUTUTWA, PETER 05-0161E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 03 MISS PAYROLLS -10,000.00 05 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 LOCATION RERUN PROGRESS ESTIMATE 05-MON-101-R91.2/100.4 ----------------------- GCC/MCM A JV IN MONTEREY COUNTY IN AND NEAR P O BOX 50085 PRUNEDALE AT VARIOUS LOCATIONS WATSONVILLE CA 950775085 FROM 0.3 KM NORHT OF LITTLE BEAR CREEK UNDERCROSSING TO 0.5 KM NORTH OF ECHO VALLEY ROAD FED. AID NO. NH-Q101(187)E CONSTRUCT INTERCHANGES AND ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 21.000 92,400.00 64.000 281,600.00 03 TEMPORARY FENCE (TYPE ESA) M 5.0000 54,000.00 478.000 2,390.00 7,576.000 37,880.00 04 600 MM TEMPORARY CULVERT M 150.0000 198,000.00 549.080 82,362.00 549.080 82,362.00 05 750 MM TEMPORARY CULVERT M 250.0000 5,250.00 0.000 0.00 06 900 MM TEMPORARY CULVERT M 350.0000 7,000.00 0.000 0.00 07 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.030 3,000.00 0.090 9,000.00 08 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.020 70.00 0.550 1,925.00 PREVENTION PLAN 09 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 10 TEMPORARY FIBER ROLL M 7.0000 290,500.00 365.810 2,560.67 11 TEMPORARY SILT FENCE M 9.0000 68,400.00 1,458.660 13,127.94 8,072.820 72,655.38 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 7.000 17,500.00 13 TEMPORARY COVER M2 0.7000 36,050.00 1,086.960 760.87 14 TEMPORARY CHECK DAM M 12.0000 27,000.00 60.960 731.52 15 MOVE-IN/MOVE-OUT EA 1,200.0000 43,200.00 3.000 3,600.00 (TEMPORARY EROSION CONTROL) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 57,600.00 11.000 1,760.00 17 TEMPORARY HYDRAULIC MULCH M2 0.9000 163,800.00 21,435.000 19,291.50 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 200,000.0000 200,000.00 0.030 6,000.00 0.091 18,200.00 19 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 18,000.00 3.000 600.00 20 600 MM TEMPORARY FLARED END SECTION EA 400.0000 6,800.00 0.000 0.00 21 750 MM TEMPORARY FLARED END SECTION EA 200.0000 400.00 0.000 0.00 22 1200 MM TEMPORARY RISER M 500.0000 1,700.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 1.000 500.00 3.000 1,500.00 24 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000.00 25 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,600.0000 40,000.00 0.000 0.00 26 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.016 400.00 0.167 4,175.00 27 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.030 24,000.00 0.091 72,800.00 28 TYPE III BARRICADE EA 50.0000 9,500.00 0.000 0.00 29 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 24,600.00 76.000 1,520.00 147.000 2,940.00 30 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 19,500.00 2.000 3,000.00 31 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.030 300.00 0.091 910.00 32 TEMPORARY RAILING (TYPE K) M 10.0000 251,000.00 2,529.900 25,299.00 4,954.650 49,546.50 33 TEMPORARY CRASH CUSHION MODULE EA 175.0000 101,500.00 81.000 14,175.00 123.000 21,525.00 34 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 22,260.00 573.300 802.62 4,772.300 6,681.22 STRIPE (HAZARDOUS WASTE) 35 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 45,000.0000 45,000.00 0.030 1,350.00 0.090 4,050.00 36 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 37 ABANDON CULVERT M 8.0000 4,640.00 0.000 0.00 38 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0.00 39 REMOVE FENCE M 9.0000 87,930.00 4,642.000 41,778.00 40 REMOVE GATE EA 400.0000 2,400.00 6.000 2,400.00 41 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 152.400 3,810.00 42 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 20,000.00 0.000 0.00 43 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 38,400.00 0.000 0.00 44 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 2,700.00 0.000 0.00 45 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,480.00 541.100 649.32 9,310.500 11,172.60 46 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 9,720.00 22.820 821.52 38.960 1,402.56 47 REMOVE PAVEMENT MARKER EA 1.0000 6,370.00 200.000 200.00 2,665.000 2,665.00 48 REMOVE ROADSIDE SIGN EA 100.0000 20,000.00 10.000 1,000.00 49 REMOVE CULVERT M 45.0000 80,550.00 95.730 4,307.85 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE INLET EA 300.0000 12,300.00 2.000 600.00 51 REMOVE HEADWALL EA 500.0000 6,000.00 1.000 500.00 52 REMOVE MANHOLE EA 500.0000 4,500.00 0.000 0.00 53 RESET ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0.00 54 RELOCATE MAILBOX EA 250.0000 11,000.00 0.000 0.00 55 ADJUST MANHOLE EA 2,000.0000 12,000.00 0.000 0.00 56 ADJUST UTILITY COVER TO GRADE EA 750.0000 13,500.00 0.000 0.00 57 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 110,500.00 966.000 2,415.00 966.000 2,415.00 58 REMOVE CONCRETE DRAINAGE STRUCTURE M3 200.0000 13,600.00 0.000 0.00 59 REMOVE CONCRETE BARRIER M 50.0000 149,000.00 732.200 36,610.00 60 REMOVE ROCK SLOPE PROTECTION M3 50.0000 2,050.00 0.000 0.00 61 CAP INLET EA 500.0000 1,000.00 0.000 0.00 62 450 MM CURED-IN-PLACE PIPELINER M 600.0000 66,000.00 0.000 0.00 63 600 MM CURED-IN-PLACE PIPELINER M 800.0000 41,600.00 0.000 0.00 64 750 MM CURED-IN-PLACE PIPERLINER M 3,000.0000 36,000.00 0.000 0.00 65 900 MM CURED-IN-PLACE PIPERLINER M 900.0000 36,000.00 0.000 0.00 66 REMOVE CRASH CUSHION EA 150.0000 2,250.00 0.000 0.00 67 BRIDGE REMOVAL (PORTION) LS 55,000.0000 55,000.00 0.100 5,500.00 0.500 27,500.00 68 CLEARING AND GRUBBING HA 5,000.0000 350,000.00 1.100 5,500.00 41.100 205,500.00 69 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.420 21,000.00 70 ROADWAY EXCAVATION M3 5.0000 5,150,000.00 30,889.920 154,449.60 206,016.020 1,030,080.10 71 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 228,250.00 325.200 16,260.00 469.500 23,475.00 F) 73 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 78,500.00 700.000 35,000.00 F) 74 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 60.0000 18,780.00 0.000 0.00 F) 75 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 120.0000 57,000.00 142.500 17,100.00 142.500 17,100.00 F) 76 SAND BEDDING M3 250.0000 9,250.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 168,000.00 0.000 0.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 84,695.00 0.000 0.00 F) 79 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 300.0000 6,900.00 0.000 0.00 F) 80 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 320.0000 13,760.00 0.000 0.00 F) 81 SAND BACKFILL M3 230.0000 34,500.00 0.000 0.00 82 LEAN CONCRETE BACKFILL M3 200.0000 13,000.00 0.000 0.00 F) 83 DITCH EXCAVATION M3 50.0000 1,850.00 0.000 0.00 84 EARTH RETAINING STRUCTURE M2 400.0000 608,000.00 0.000 0.00 F) 85 SOIL NAIL ASSEMBLY M 54.0000 290,520.00 1,288.000 69,552.00 1,288.000 69,552.00 86 IMPORTED BORROW M3 9.0000 3,006,000.00 0.000 0.00 87 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.000 0.00 88 ROCK BLANKET M2 80.0000 16,000.00 0.000 0.00 89 DUFF M2 1.6000 211,200.00 6,372.000 10,195.20 90 CHIPPED MATERIAL M2 1.5500 139,500.00 16,265.000 25,210.75 91 EROSION CONTROL (COMPOST BLANKET) M3 58.0000 303,340.00 0.000 0.00 92 EROSION CONTROL (PUNCHED STRAW) M2 1.1000 22,440.00 0.000 0.00 93 FIBER ROLLS M 12.0000 40,800.00 0.000 0.00 94 COMPOST SOCK M 11.0000 141,900.00 0.000 0.00 95 COMPOST (INCORPORATE) M2 2.7000 599,400.00 0.000 0.00 96 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 18,000.00 0.000 0.00 97 COMPOST BERM M 9.0000 99,900.00 0.000 0.00 98 ROLLED EROSION CONTROL PRODUCT M2 3.5500 415,350.00 0.000 0.00 (NETTING) - TYPE A 99 ROLLED EROSION CONTROL PRODUCT M2 6.2500 116,250.00 0.000 0.00 (NETTING) - TYPE B 00 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.4000 56,400.00 0.000 0.00 SEED MIX 1 01 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.6500 19,890.00 0.000 0.00 SEED MIX 2 02 EROSION CONTROL (DRILL SEED) - TYPE 2, M2 0.6500 28,600.00 0.000 0.00 SEED MIX 1 03 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.5500 62,150.00 0.000 0.00 SEED MIX 1 PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.6500 21,125.00 0.000 0.00 SEED MIX 2 05 EROSION CONTROL (HYDROSEED) - TYPE 2, M2 0.7500 65,175.00 0.000 0.00 SEED MIX 1 06 PLANT (GROUP WP) (WILLOW POLES) EA 13.0000 2,600.00 0.000 0.00 07 LIVE SILTATION M 130.0000 19,500.00 0.000 0.00 08 BRUSH LAYERING M 400.0000 16,800.00 0.000 0.00 09 TRANSPLANT TREE EA 1,000.0000 3,000.00 0.000 0.00 10 EROSION CONTROL (NATIVE GRASS SOD) M2 25.0000 73,750.00 0.000 0.00 11 PLANT (GROUP WC) (WILLOW CUTTINGS) EA 8.0000 17,120.00 0.000 0.00 12 EROSION CONTROL ESTABLISHMENT LS 15,000.0000 15,000.00 0.000 0.00 13 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0.00 14 MAINTAIN EXISTING IRRIGATION FACILITIES LS 12,400.0000 12,400.00 0.000 0.00 15 IRRIGATION SYSTEM LS 73,000.0000 73,000.00 0.000 0.00 16 TEMPORARY IRRIGATION SYSTEM LS 167,000.0000 167,000.00 0.000 0.00 17 75 MM GALVANIZED STEEL PIPE M 135.0000 7,560.00 0.000 0.00 (SUPPLY LINE) 18 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 201,000.00 0.000 0.00 F) 19 25 MM PLASTIC PIPE (PR 315) M 10.0000 2,900.00 0.000 0.00 (SUPPLY LINE) 20 WATER METER EA 27,695.0000 27,695.00 0.000 0.00 21 WATER METER (TEMPORARY) EA 117,480.0000 117,480.00 0.000 0.00 22 IRRIGATION SLEEVE M 10.0000 160.00 0.000 0.00 23 200 MM CORRUGATED HIGH DENSITY M 100.0000 14,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 24 250 MM CORRUGATED HIGH DENSITY M 120.0000 16,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 25 300 MM CORRUGATED HIGH DENSITY M 125.0000 13,750.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 26 200 MM WELDED STEEL PIPE CONDUIT M 600.0000 13,200.00 0.000 0.00 (6.35 MM THICK) 27 EXTEND 250 MM CONDUIT M 200.0000 800.00 0.000 0.00 28 FINISHING ROADWAY LS 200,000.0000 200,000.00 0.000 0.00 29 CLASS 2 AGGREGATE BASE M3 25.0000 2,600,000.00 1,030.000 25,750.00 2,050.000 51,250.00 30 LEAN CONCRETE BASE M3 150.0000 871,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 HOT MIX ASPHALT TONN 77.0000 11,935,000.00 879.990 67,759.23 879.990 67,759.23 32 RUMBLE STRIP STA 35.0000 8,400.00 0.000 0.00 33 DATA CORE LS 14,000.0000 14,000.00 0.000 0.00 34 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 10.0000 32,900.00 0.000 0.00 35 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,200.00 0.000 0.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 10.0000 4,800.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 33,100.00 0.000 0.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 47,900.00 0.000 0.00 39 PLACE HOT MIX ASPHALT M2 35.0000 58,800.00 0.000 0.00 (MISCELLANEOUS AREA) 40 TACK COAT TONN 1.0000 290.00 0.160 0.16 0.160 0.16 41 CONCRETE PAVEMENT M3 190.0000 1,442,100.00 0.000 0.00 42 SEAL PAVEMENT JOINT M 16.0000 108,320.00 0.000 0.00 43 SEAL LONGITUDINAL ISOLATION JOINT M 27.0000 8,910.00 0.000 0.00 44 FURNISH STEEL PILING (HP 250 X 85) M 120.0000 32,880.00 0.000 0.00 45 DRIVE STEEL PILE (HP 250 X 85) EA 3,800.0000 45,600.00 0.000 0.00 46 STEEL SOLDIER PILE (W 310 X 129) M 150.0000 69,900.00 0.000 0.00 47 STEEL SOLDIER PILE (W 310 X 79) M 86.0000 5,160.00 0.000 0.00 48 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 218,000.00 0.000 0.00 PILING (BARRIER) 49 DRILLED HOLE (610 MM) M 90.0000 44,460.00 0.000 0.00 50 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 102,050.00 0.000 0.00 PILING 51 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 165.0000 56,265.00 0.000 0.00 PILING 52 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 175.0000 63,350.00 0.000 0.00 PILING 53 FURNISH PILING (CLASS 900) M 190.0000 482,790.00 190.750 36,242.50 (ALTERNATIVE W) 54 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,200.0000 470,800.00 14.000 30,800.00 55 FURNISH PILING (CLASS 625) M 123.0000 492,738.00 457.400 56,260.20 457.400 56,260.20 (ALTERNATIVE W) 56 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,400.0000 549,600.00 32.000 76,800.00 32.000 76,800.00 57 FURNISH PILING (CLASS 400) M 110.0000 127,820.00 1,009.700 111,067.00 1,173.700 129,107.00 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,000.0000 97,000.00 87.000 87,000.00 98.000 98,000.00 59 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 280.0000 70,560.00 0.000 0.00 PILING (610 MM) 60 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,500.0000 21,000.00 0.000 0.00 PILE (610 MM) 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.000 0.00 62 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 430.0000 445,480.00 28.000 12,040.00 28.000 12,040.00 F) 63 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 6,532,200.00 41.000 35,055.00 41.000 35,055.00 F) 64 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 718,900.00 212.000 148,400.00 212.000 148,400.00 F) 65 STRUCTURAL CONCRETE, ANCHOR BLOCK M3 3,000.0000 9,000.00 0.000 0.00 F) TRANSITION 66 STRUCTURAL CONCRETE, BARRIER SLAB M3 575.0000 206,425.00 0.000 0.00 F) 67 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 588,800.00 0.000 0.00 F) (TYPE N) 68 CLASS 2 CONCRETE (WINGWALLS) M3 1,900.0000 60,800.00 3.000 5,700.00 F) 69 CLASS 2 CONCRETE (BACKFILL) M3 320.0000 28,160.00 0.000 0.00 F) 70 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 654,000.00 64.000 64,000.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 939,900.00 4.460 5,798.00 10.080 13,104.00 F) 72 ARCHITECTURAL TREATMENT M2 170.0000 32,810.00 33.000 5,610.00 33.000 5,610.00 F) (FRACTURED GRANITE TEXTURE) 73 ARCHITECTURAL TREATMENT M2 38.0000 193,078.00 80.000 3,040.00 80.000 3,040.00 F) (DRYSTACK STONE TEXTURE) 74 DRILL AND BOND DOWEL M 100.0000 5,300.00 12.900 1,290.00 38.400 3,840.00 75 CLEAN EXPANSION JOINT M 95.0000 3,420.00 0.000 0.00 76 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 175.0000 384,125.00 0.000 0.00 F) 77 SOUND WALL (MASONRY BLOCK) M2 175.0000 124,075.00 0.000 0.00 F) 78 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 25,900.00 0.000 0.00 79 JOINT SEAL ASSEMBLY (MR 90 MM) M 725.0000 8,700.00 0.000 0.00 80 JOINT SEAL (MR 40 MM) M 200.0000 24,800.00 0.000 0.00 81 JOINT SEAL (MR 50 MM) M 260.0000 34,320.00 0.000 0.00 82 BAR REINFORCING STEEL KG 2.5000 33,375.00 0.000 0.00 F) 83 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 2,185,740.00 10,611.000 19,099.80 10,611.000 19,099.80 F) 84 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 167,287.50 16,422.000 36,949.50 16,422.000 36,949.50 F) PROGRAM CAS145 PAGE 8 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 178,783.50 9,650.000 16,887.50 F) 86 SHOTCRETE M3 625.0000 70,625.00 40.000 25,000.00 40.000 25,000.00 F) 87 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.0000 491,373.00 0.000 0.00 F) 88 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 54,597.00 0.000 0.00 F) 89 FURNISH LAMINATED PANEL SIGN M2 215.0000 27,950.00 0.000 0.00 (25.4 MM-TYPE A) 90 FURNISH LAMINATED PANEL SIGN M2 210.0000 1,260.00 0.000 0.00 (25.4 MM-TYPE B) 91 FURNISH LAMINATED PANEL SIGN M2 230.0000 6,440.00 0.000 0.00 (63.5 MM-TYPE B) 92 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 19,550.00 0.000 0.00 (1.6 MM-UNFRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 13,750.00 0.000 0.00 (2.0 MM-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 7,200.00 0.000 0.00 (1.6 MM-FRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 4,200.00 0.000 0.00 (2.0 MM-FRAMED) 96 1524 MM CAST-IN-DRILLED-HOLE M 2,200.0000 173,800.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 97 METAL (RAIL MOUNTED SIGN) KG 25.0000 11,500.00 0.000 0.00 98 ROADSIDE SIGN - ONE POST EA 300.0000 84,000.00 0.000 0.00 99 ROADSIDE SIGN - TWO POST EA 750.0000 18,000.00 0.000 0.00 00 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 7,600.00 0.000 0.00 METHOD) 01 INSTALL ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 02 TIMBER LAGGING M3 750.0000 57,750.00 0.000 0.00 F) 03 CLEAN AND PAINT STEEL SOLDIER LS 30,000.0000 30,000.00 0.000 0.00 PILING 04 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 28,000.00 0.000 0.00 05 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 732,250.00 145.000 21,025.00 145.000 21,025.00 06 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 27,200.00 0.000 0.00 07 200 MM PLASTIC PIPE M 240.0000 3,360.00 0.000 0.00 08 300 MM REINFORCED CONCRETE PIPE M 100.0000 800.00 0.000 0.00 (RUBBER GASKET JOINT) 09 375 MM REINFORCED CONCRETE PIPE M 110.0000 3,300.00 0.000 0.00 (RUBBER GASKET JOINT) 10 450 MM REINFORCED CONCRETE PIPE M 120.0000 18,000.00 0.000 0.00 (RUBBER GASKET JOINT) 11 600 MM REINFORCED CONCRETE PIPE M 155.0000 517,700.00 177.700 27,543.50 431.700 66,913.50 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 9 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 750 MM REINFORCED CONCRETE PIPE M 210.0000 168,000.00 65.800 13,818.00 182.700 38,367.00 (RUBBER GASKET JOINT) 13 900 MM REINFORCED CONCRETE PIPE M 270.0000 178,200.00 0.000 0.00 (RUBBER GASKET JOINT) 14 1050 MM REINFORCED CONCRETE PIPE M 350.0000 26,600.00 0.000 0.00 (RUBBER GASKET JOINT) 15 1200 MM REINFORCED CONCRETE PIPE M 420.0000 54,600.00 0.000 0.00 (RUBBER GASKET JOINT) 16 1500 MM REINFORCED CONCRETE PIPE M 600.0000 44,400.00 0.000 0.00 (RUBBER GASKET JOINT) 17 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 0.000 0.00 (CLASS III) 18 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,400.0000 406,000.00 2.900 4,060.00 2.900 4,060.00 (CLASS III) 19 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,880.0000 152,280.00 0.000 0.00 (CLASS III) 20 JACKED 1050 MM REINFORCED CONCRETE PIPE M 1,900.0000 285,000.00 146.800 278,920.00 (CLASS III) 21 300 MM CORRUGATED STEEL PIPE M 170.0000 5,100.00 0.000 0.00 (2.01 MM THICK) 22 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 30,600.00 0.000 0.00 (2.01 MM THICK) 23 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 280.0000 207,200.00 0.000 0.00 (2.77 MM THICK) 24 300 MM ENTRANCE TAPER EA 250.0000 3,750.00 0.000 0.00 25 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 58,400.00 0.000 0.00 (2.77 MM THICK) 26 1200 MM CORRUGATED STEEL PIPE RISER M 1,500.0000 24,000.00 0.000 0.00 (2.77 MM THICK) 27 WELDED STEEL PIPE CASING (BRIDGE) M 150.0000 14,400.00 0.000 0.00 28 1500 MM WELDED STEEL PIPE M 2,400.0000 40,800.00 0.000 0.00 (9.53 MM THICK) 29 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 8,000.00 0.000 0.00 30 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 60,000.00 0.000 0.00 31 750 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 0.000 0.00 32 900 MM ALTERNATIVE FLARED END SECTION EA 750.0000 7,500.00 0.000 0.00 33 1200 MM ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 0.000 0.00 34 MANHOLE (TYPE SO) EA 4,000.0000 8,000.00 0.000 0.00 35 MANHOLE (TYPE A) EA 3,000.0000 30,000.00 5.000 15,000.00 36 MANHOLE (TYPE B) EA 6,000.0000 120,000.00 3.000 18,000.00 37 MINOR CONCRETE (BACKFILL) M3 200.0000 7,800.00 0.000 0.00 38 ROCK SLOPE PROTECTION M3 80.0000 649,600.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 141,000.00 0.000 0.00 41 SLOPE PAVING (CONCRETE) M3 800.0000 254,400.00 0.000 0.00 F) (EXPOSED AGGREGATE) 42 ROCK SLOPE PROTECTION FABRIC M2 1.0000 19,300.00 0.000 0.00 43 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 1,144,000.00 0.000 0.00 CONSTRUCTION) 44 MINOR CONCRETE (EXPOSED AGGREGATE M2 50.0000 83,500.00 0.000 0.00 CONCRETE) 45 MINOR CONCRETE (GUTTER) M 75.0000 34,350.00 0.000 0.00 F) 46 MISCELLANEOUS IRON AND STEEL KG 3.0000 142,989.00 966.000 2,898.00 966.000 2,898.00 F) 47 MANHOLE FRAME AND COVER EA 1,000.0000 23,000.00 0.000 0.00 48 MANHOLE FRAME AND GRATE EA 1,000.0000 9,000.00 0.000 0.00 49 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 49,480.00 0.000 0.00 F) 50 WELL DEVELOPMENT LS 5,000.0000 5,000.00 0.000 0.00 51 TESTING WELL HR 200.0000 2,000.00 0.000 0.00 52 DRILL PILOT HOLE M 150.0000 15,000.00 0.000 0.00 53 REAMING WATER WELL M 325.0000 32,500.00 0.000 0.00 54 CONDUCTOR CASING M 315.0000 5,040.00 0.000 0.00 55 BLANK WELL CASING M 120.0000 11,760.00 0.000 0.00 56 WELL SCREEN M 430.0000 5,160.00 0.000 0.00 57 WATER SUPPLY SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 58 MOBILIZATION, DEMOBILIZATION, LS 6,000.0000 6,000.00 0.000 0.00 AND FINAL CLEANUP 59 FENCE (TYPE BW, METAL POST) M 15.5000 86,025.00 0.000 0.00 60 CHAIN LINK FENCE (TYPE CL-1.8) M 32.5000 272,675.00 133.230 4,329.98 61 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 600.00 3.000 1,800.00 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 835.0000 80,160.00 0.000 0.00 63 DELINEATOR (CLASS 1) EA 20.0000 8,400.00 0.000 0.00 64 CONCRETE BARRIER MARKER EA 20.0000 4,400.00 0.000 0.00 65 OBJECT MARKER EA 25.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 METAL BEAM GUARD RAILING (STEEL POST) M 58.0000 384,540.00 0.000 0.00 67 VEGETATION CONTROL (MINOR CONCRETE) M2 45.0000 504,000.00 0.000 0.00 68 CHAIN LINK RAILING (TYPE 7) M 170.0000 100,130.00 0.000 0.00 F) (BLACK VINYL-COATED) 69 CONCRETE BARRIER (TYPE 26 MODIFIED) M 550.0000 324,500.00 0.000 0.00 F) 70 CONCRETE BARRIER (TYPE 27A MODIFIED) M 315.0000 44,415.00 0.000 0.00 F) 71 CONCRETE BARRIER (TYPE 27 MODIFIED) M 400.0000 26,800.00 0.000 0.00 F) 72 DOUBLE METAL BEAM GUARD RAILING M 106.0000 11,660.00 0.000 0.00 (STEEL POST) 73 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 160.0000 9,600.00 0.000 0.00 74 CABLE RAILING M 30.0000 21,750.00 0.000 0.00 F) 75 TRANSITION RAILING (TYPE WB) EA 3,650.0000 80,300.00 0.000 0.00 76 END ANCHOR ASSEMBLY (TYPE SFT) EA 530.0000 10,070.00 0.000 0.00 77 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 0.000 0.00 78 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 48,400.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 60) M 115.0000 335,800.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 60C) M 142.0000 147,680.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60D) M 200.0000 59,200.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 60S) M 138.0000 37,260.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 60SC) M 140.0000 355,600.00 0.000 0.00 84 CONCRETE BARRIER (TYPE 60SE) M 675.0000 28,350.00 0.000 0.00 85 CONCRETE BARRIER M 280.0000 214,480.00 0.000 0.00 F) (TYPE 732 MODIFIED) 86 CONCRETE BARRIER (TYPE 736A) M 285.0000 9,690.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 736 MODIFIED) M 270.0000 89,370.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 736B) M 420.0000 75,600.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 736SV) M 310.0000 223,200.00 0.000 0.00 90 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 39,900.00 0.000 0.00 91 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 34,125.00 0.000 0.00 (SPRAYABLE) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,720.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 21,540.00 0.000 0.00 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,760.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 20,100.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,910.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 49,665.00 11,885.600 6,537.08 99 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 16,200.00 16.140 726.30 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,100.00 0.000 0.00 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 35,400.00 0.000 0.00 02 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.030 60.00 0.092 184.00 SYSTEM ELEMENTS DURING CONSTRUCTION 03 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.000 0.00 04 SIGNAL AND LIGHTING LS 215,000.0000 215,000.00 0.000 0.00 (CITY STREET LOCATION 1) 05 SIGNAL AND LIGHTING LS 155,000.0000 155,000.00 0.000 0.00 (CITY STREET LOCATION 2) 06 SIGNAL AND LIGHTING LS 130,000.0000 130,000.00 0.000 0.00 (CITY STREET LOCATION 3) 07 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.000 0.00 (CITY STREET LOCATION 4) 08 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.000 0.00 (CITY STREET LOCATION 1) 09 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (CITY STREET LOCATION 2) 10 REMOVE EXISTING ELECTRICAL SYSTEM LS 11,000.0000 11,000.00 0.000 0.00 11 LIGHTING AND SIGN ILLUMINATION LS 245,000.0000 245,000.00 0.000 0.00 12 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 52,954.00 0.000 0.00 F) 13 ELECTRIC SERVICE (IRRIGATION) LS 13,000.0000 13,000.00 0.000 0.00 14 BOOSTER PUMP ELECTRICAL SYSTEM LS 39,000.0000 39,000.00 0.000 0.00 15 WELL PUMP ELECTRICAL SYSTEM LS 22,600.0000 22,600.00 0.000 0.00 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 65,000.0000 65,000.00 0.000 0.00 17 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 18 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 19 BRIDGE REMOVAL LS 18,000.0000 18,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:17 AM ESTIMATE NO. 05 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,327,717.39 3,694,284.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,325.76 10,325.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,338,043.15 3,704,610.23 20 MOBILIZATION LS 4273,716.0000 4,273,716.00 0.500 2,136,858.00 0.500 2,136,858.00 ORIGINAL CONTRACT AMOUNT 72,271,741.00 TOTAL WORK COMPLETED 3,474,901.15 5,841,468.23 MATERIALS ON HAND ON SITE 938,783.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 3,464,901.15 6,760,251.27 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 02/24/11 850 04/20/11 04/11/11 03/13/14 64 0 0 0 8% 9% PROGRESS IS SATISFACTORY MUTUTWA, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11