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 06/21/11 EST. NO.13 TIME 01:09 PM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- 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 0088 711.77 E.W. @ F.A.(+) 050411 N 0753.0 0089 278.12 050211 N 0754.0 0090 278.12 050311 N 0755.0 0091 278.12 050411 N 0756.0 0092 278.12 050511 N 0757.0 0093 290.51 050511 N 0758.0 0094 278.12 050611 N 0759.0 0096 92.71 050911 N 0810.0 003 0006 600.00 E.W. @ F.A.(+) 051911 N 0775.0 004 0002-3 -102,202.57 A.C. @ U.P.(+) 112010 N 656016 DAO CORRECTING ENTRY 0002-4 150,296.95 112010 N 656016 DAO CORRECTING ENTRY 007 0023 333.19 E.W. @ F.A.(+) 042211 N 0718.0 016 0034 1,234.06 E.W. @ F.A.(+) 112210 N RE34 0 0034-1 -1,234.06 112210 N RE34 0 DAO CORRECTING ENTRY 0034-2 1,278.81 112210 N RE34 0 DAO CORRECTING ENTRY 0035 987.24 112310 N 666198 0035-1 -987.24 112310 N 666198 DAO CORRECTING ENTRY 0035-2 1,023.04 112310 N 666198 DAO CORRECTING ENTRY 0036 974.30 090110 N 666203 0036-1 -974.30 090110 N 666203 DAO CORRECTING ENTRY 0036-2 1,009.53 090110 N 666203 DAO CORRECTING ENTRY 0037 487.18 083110 N RE37 0 0037-1 -487.18 083110 N RE37 0 DAO CORRECTING ENTRY 0037-2 504.78 083110 N RE37 0 DAO CORRECTING ENTRY 0039 977.82 090710 N 666390 0039-1 -977.82 090710 N 666390 DAO CORRECTING ENTRY 0039-2 1,001.58 090710 N 666390 DAO CORRECTING ENTRY 0040 1,466.72 090810 N 666392 0040-1 -1,466.72 090810 N 666392 DAO CORRECTING ENTRY 0040-2 1,502.37 090810 N 666392 DAO CORRECTING ENTRY 0041 1,295.89 042611 N RE41 0 0041-1 -1,295.89 042611 N RE41 0 DAO CORRECTING ENTRY 0041-2 1,311.86 042611 N RE41 0 DAO CORRECTING ENTRY 0043 922.74 090110 N 43X 0 0043-1 -922.74 090110 N 43X 0 DAO CORRECTING ENTRY 0043-2 1,061.15 090110 N 43X 0 DAO CORRECTING ENTRY 0044 1,955.64 090110 N 666440 0044-1 -1,955.64 090110 N 666440 DAO CORRECTING ENTRY 0044-2 2,003.19 090110 N 666440 DAO CORRECTING ENTRY 0045 192.52 111810 N 666600 0045-1 -192.52 111810 N 666600 DAO CORRECTING ENTRY 0045-2 385.07 111810 N 666600 DAO CORRECTING ENTRY 0046 186.97 090810 N RE46 0 0046-1 -186.97 090810 N RE46 0 DAO CORRECTING ENTRY 0046-2 223.20 090810 N RE46 0 DAO CORRECTING ENTRY 0048 3,791.01 042711 N 0817.0 0049 466.84 042811 N 0818.0 0050 861.30 111810 N RE50 0 030 0001 -5,853.00 A.C. @ L.S.(-) 061411 N RE1 0 032 0005 12,034.87 E.W. @ F.A.(+) 040611 N 0724.0 0006 13,643.32 040711 N 0725.0 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 06/21/11 EST. NO.13 TIME 01:09 PM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 305.49 041411 N 0728.0 0010 2,346.17 040411 N 0766.0 038 0039 960.66 E.W. @ F.A.(+) 051811 N 0811.0 0041 1,150.41 050411 N 0819.0 039 0003 13,448.57 E.W. @ F.A.(+) 051711 N 0774.0 040 0049 4,217.16 E.W. @ F.A.(+) 042711 N 0816.0 046 0017 4,835.18 E.W. @ F.A.(+) 041211 N 0708.0 047 0005 13,877.40 E.W. @ F.A.(+) 120210 N 0492.0 0006 2,691.76 012411 N 0509.0 0007 9,021.84 120110 N 0513.0 054 0015 663.78 E.W. @ F.A.(+) 042511 N 0799.0 0016 2,528.91 042611 N 0800.0 0017 663.78 042711 N 0801.0 0018 1,322.53 040611 N 0723.0 0019 354.88 042711 N 0809.0 0020 1,013.58 042011 N 0815.0 147,164.18 TOTAL THIS ESTIMATE 1,011,597.99 TOTAL PREVIOUS ESTIMATE 1,158,762.17 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 06/21/11 EST. NO.13 TIME 01:09 PM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LC PU 5/26/11 -24,000.00 13 LATE LC PU 6/7/11 -3,000.00 13 -27,000.00 -27,000.00 TOTAL DEDUCTIONS -27,000.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 LOCATION RERUN PROGRESS ESTIMATE 04-CC-4-23.5/26.1 ----------------------- MIKE LOVELACE IN CONTRA COSTA COUNTY IN PITTSBURG OC JONES AND SONS, INC AND ANTIOCH FROM 0.9 KM WEST OF 1520 FOURTH STREET LOVERIDGE ROAD OVERCROSSING TO 0.3 BERKELEY CA 94710 KM WEST OF SOMERSVILLE ROAD UC FED. AID NO. HPLU-6204(87)N ,L-6204(87)N ,NCII-6204(88)N WIDEN HIGHWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 1,100.0000 825,000.00 18.000 19,800.00 191.000 210,100.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 19.0000 66,690.00 1,270.800 24,145.20 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 42.0000 47,040.00 814.000 34,188.00 06 TEMPORARY FENCE (TYPE CL-1.8) M 26.0000 7,280.00 0.000 0.00 (LEFT IN PLACE) 07 TEMPORARY FENCE (TYPE ESA) M 16.0000 2,240.00 331.480 5,303.68 08 JACKING SUPERSTRUCTURE (LOCATION A) LS 30,000.0000 30,000.00 0.000 0.00 09 300 MM TEMPORARY CULVERT M 165.0000 42,900.00 63.250 10,436.25 10 TEMPORARY JACKED 450 MM REINFORCED M 1,500.0000 33,000.00 17.375 26,062.50 CONCRETE PIPE 11 450 MM TEMPORARY CULVERT M 175.0000 63,000.00 356.600 62,405.00 12 600 MM TEMPORARY CULVERT M 215.0000 43,000.00 97.200 20,898.00 13 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.024 2,400.00 0.255 25,500.00 14 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.600 1,800.00 PREVENTION PLAN 15 DEWATERING AND NON-STORMWATER DISCHARGE LS 30,000.0000 30,000.00 0.024 720.00 0.255 7,650.00 CONTROL 16 TEMPORARY FIBER ROLL M 5.7500 59,800.00 30.480 175.26 3,838.940 22,073.91 17 TEMPORARY SILT FENCE M 5.0000 29,750.00 2,752.630 13,763.15 18 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 3.000 4,500.00 19 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 16.500 33,000.00 20 TEMPORARY COVER M2 2.5000 11,000.00 100.000 250.00 21 TEMPORARY CHECK DAM M 15.0000 7,500.00 15.240 228.60 384.960 5,774.40 22 MOVE-IN/MOVE-OUT EA 650.0000 6,500.00 2.000 1,300.00 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 29,250.00 4.000 900.00 153.000 34,425.00 24 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 100,000.00 3.000 60,000.00 25 TEMPORARY HYDRAULIC MULCH M2 1.1000 52,140.00 63,694.000 70,063.40 (BONDED FIBER MATRIX) 26 STREET SWEEPING LS 100,000.0000 100,000.00 0.024 2,400.00 0.255 25,500.00 27 TEMPORARY BULKHEAD (STORAGE BOX) EA 10,000.0000 10,000.00 0.000 0.00 28 PARTIAL INLET WITH TEMPORARY COVER EA 1,500.0000 1,500.00 1.000 1,500.00 29 GEOSYNTHETIC CLAY LINER M2 12.0000 31,200.00 0.000 0.00 30 TEMPORARY BULKHEAD (BOX CULVERT) EA 5,000.0000 15,000.00 1.000 5,000.00 31 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.070 4,200.00 0.330 19,800.00 32 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.024 8,400.00 0.255 89,250.00 33 TYPE III BARRICADE EA 50.0000 2,700.00 6.000 300.00 6.000 300.00 34 TEMPORARY PAVEMENT MARKING (PAINT) M2 8.0000 5,040.00 118.520 948.16 35 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 29,100.00 2,616.400 1,569.84 11,207.120 6,724.27 36 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 30,600.00 280.000 8,400.00 373.000 11,190.00 37 TEMPORARY PAVEMENT MARKER EA 4.0000 16,200.00 385.000 1,540.00 599.000 2,396.00 38 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 16,000.00 3.000 3,000.00 39 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 40,000.00 3.000 12,000.00 3.000 12,000.00 40 TEMPORARY RAILING (TYPE K) M 16.0000 462,400.00 2,077.690 33,243.04 9,486.230 151,779.68 41 TEMPORARY CRASH CUSHION MODULE EA 125.0000 41,750.00 159.000 19,875.00 42 ABANDON CULVERT EA 1,000.0000 11,000.00 2.000 2,000.00 43 ABANDON STORAGE BOX LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 44 ABANDON PUMP STATION LS 6,000.0000 6,000.00 0.500 3,000.00 1.000 6,000.00 45 ABANDON DRAINAGE STRUCTURE EA 1,000.0000 2,000.00 0.000 0.00 46 ABANDON MANHOLE EA 1,000.0000 3,000.00 0.000 0.00 47 ABANDON SEWER PIPE EA 800.0000 5,600.00 0.000 0.00 48 CLEAN DRAINAGE FACILITY EA 2,000.0000 6,000.00 0.000 0.00 49 ABANDON WATER WELL EA 1,500.0000 7,500.00 3.000 4,500.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CHAIN LINK FENCE M 6.0000 38,520.00 50.600 303.60 3,110.780 18,664.68 51 REMOVE HANDRAIL M 60.0000 360.00 0.000 0.00 52 REMOVE SLIDE HEADGATE LS 1,500.0000 1,500.00 1.000 1,500.00 53 REMOVE AUTOMATIC DRAINAGE GATE EA 300.0000 600.00 0.000 0.00 54 REMOVE CHAIN LINK GATE EA 200.0000 800.00 0.000 0.00 55 REMOVE METAL BEAM GUARD RAILING M 15.0000 58,950.00 1,291.400 19,371.00 2,399.000 35,985.00 56 REMOVE FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000.00 57 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 14,775.00 0.000 0.00 STRIPE 58 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 11,460.00 454.000 681.00 2,989.310 4,483.97 59 REMOVE PAINTED PAVEMENT MARKING M2 23.0000 9,430.00 0.000 0.00 60 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 13,875.00 165.000 247.50 371.700 557.55 61 REMOVE PAVEMENT MARKER EA 0.5000 14,205.00 795.000 397.50 62 REMOVE ROADSIDE SIGN EA 75.0000 8,250.00 0.000 0.00 63 REMOVE EXTINGUISHABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM 64 REMOVE SIGN TOWER STRUCTURE LS 10,000.0000 10,000.00 1.000 10,000.00 65 REMOVE OVERSIDE DRAIN EA 350.0000 4,550.00 8.000 2,800.00 66 REMOVE CULVERT EA 950.0000 86,450.00 23.000 21,850.00 67 REMOVE INLET EA 800.0000 59,200.00 17.000 13,600.00 68 REMOVE UNDERDRAIN SYSTEM M 120.0000 72,000.00 0.000 0.00 69 REMOVE EDGE DRAIN SYSTEM M 23.0000 82,800.00 490.000 11,270.00 713.500 16,410.50 70 REMOVE MANHOLE EA 800.0000 4,000.00 1.000 800.00 71 REMOVE RETAINING WALL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 72 REMOVE RETAINING WALL (LOCATION A) LS 24,000.0000 24,000.00 0.650 15,600.00 0.980 23,520.00 73 REMOVE RETAINING WALL (LOCATION B) LS 12,000.0000 12,000.00 1.000 12,000.00 1.000 12,000.00 74 REMOVE CONCRETE MASONRY BLOCK WALL LS 30,000.0000 30,000.00 0.000 0.00 75 REMOVE RAILROAD TRACK M 1.0000 990.00 809.000 809.00 76 REMOVE RAILROAD CROSSING GATES LS 12,000.0000 12,000.00 0.100 1,200.00 PROGRAM CAS145 PAGE 4 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REMOVE BASE AND SURFACING M3 17.0000 406,300.00 210.000 3,570.00 2,368.090 40,257.53 78 SALVAGE METAL BRIDGE RAILING M 50.0000 6,950.00 0.000 0.00 79 RELOCATE HYDRANT EA 4,200.0000 25,200.00 3.000 12,600.00 80 REMOVE HYDRANT EA 1,000.0000 2,000.00 0.000 0.00 81 REMOVE BOLLARD EA 250.0000 1,000.00 2.000 500.00 2.000 500.00 82 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 4,125.00 0.000 0.00 83 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 2,400.00 0.000 0.00 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 85 RELOCATE CHANGEABLE MESSAGE SIGN EA 7,500.0000 15,000.00 2.000 15,000.00 STRUCTURE 86 ADJUST DRAINAGE STRUCTURE M 1,500.0000 9,000.00 0.000 0.00 87 ADJUST FRAME AND COVER TO GRADE EA 500.0000 5,500.00 0.000 0.00 88 ADJUST FRAME AND GRATE TO GRADE EA 1,200.0000 1,200.00 0.000 0.00 89 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 3,000.00 0.000 0.00 90 MODIFY SEWER MANHOLE EA 1,500.0000 3,000.00 0.000 0.00 91 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.8000 63,840.00 2,268.000 6,350.40 2,593.000 7,260.40 92 REMOVE CONCRETE M3 90.0000 164,700.00 947.740 85,296.60 93 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,800.00 0.000 0.00 94 REMOVE CONCRETE BARRIER (TYPE 50) M 36.0000 46,080.00 237.000 8,532.00 95 REMOVE ROCK SLOPE PROTECTION M3 25.0000 1,300.00 52.000 1,300.00 96 CAP INLET EA 1,000.0000 1,000.00 0.000 0.00 97 CAP DRAINAGE STRUCTURE EA 1,500.0000 6,000.00 2.000 3,000.00 98 REMOVE STEEL RAILING M 20.0000 1,280.00 0.000 0.00 99 BRIDGE REMOVAL, LOCATION A LS 125,000.0000 125,000.00 0.100 12,500.00 0.150 18,750.00 00 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 0.000 0.00 01 BRIDGE REMOVAL, LOCATION C LS 140,000.0000 140,000.00 0.000 0.00 02 BRIDGE REMOVAL, LOCATION D LS 100,000.0000 100,000.00 0.000 0.00 03 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 0.250 18,750.00 1.000 75,000.00 PROGRAM CAS145 PAGE 5 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.024 600.00 0.255 6,375.00 05 ROADWAY EXCAVATION M3 8.5000 1,368,500.00 43,831.900 372,571.15 100,082.410 850,700.49 06 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 07 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 640,900.00 369.000 23,985.00 4,755.000 309,075.00 F) 08 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.0000 212,144.00 347.000 5,552.00 4,845.000 77,520.00 F) 09 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 394,550.00 200.000 13,000.00 400.000 26,000.00 F) 10 STRUCTURE BACKFILL (RETAINING WALL) M3 47.0000 459,519.00 566.000 26,602.00 2,962.000 139,214.00 F) 11 PERVIOUS BACKFILL MATERIAL M3 100.0000 23,200.00 -155.000 -15,500.00 21.780 2,178.00 F) 12 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 28,350.00 199.000 13,930.00 199.000 13,930.00 F) WALL) 13 SAND BACKFILL M3 150.0000 8,850.00 7.000 1,050.00 14 SLURRY CEMENT BACKFILL M3 200.0000 24,200.00 0.000 0.00 15 DITCH EXCAVATION M3 35.0000 14,000.00 266.400 9,324.00 16 EARTH RETAINING STRUCTURE, LOCATION A M2 400.0000 1,400,000.00 950.000 380,000.00 1,300.000 520,000.00 F) 17 EARTH RETAINING STRUCTURE, LOCATION B M2 425.0000 1,041,250.00 0.000 0.00 F) 18 EARTH RETAINING STRUCTURE, LOCATION C M2 400.0000 1,182,000.00 198.000 79,200.00 2,710.000 1,084,000.00 F) 19 IMPORTED BORROW M3 0.2500 3,750.00 0.000 0.00 20 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.000 0.00 21 IMPORTED TOPSOIL M3 48.0000 120,000.00 0.000 0.00 22 IMPORTED TOPSOIL SOIL TEST LS 500.0000 500.00 1.000 500.00 1.000 500.00 23 EROSION CONTROL (TYPE D) M2 0.1000 8,800.00 19,932.000 1,993.20 24 EROSION CONTROL (NETTING) M2 2.5000 57,750.00 0.000 0.00 25 FIBER ROLLS M 6.5000 17,615.00 682.480 4,436.12 26 DRAINAGE INLET PROTECTION EA 275.0000 9,350.00 0.000 0.00 (EROSION CONTROL) 27 CHECK DAM (EROSION CONTROL) M 16.0000 2,080.00 42.000 672.00 28 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 4,550.00 1.000 650.00 29 PLANT (GROUP M) EA 7.0000 20,370.00 0.000 0.00 30 SEEDING KG 1,250.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MAINTAIN EXISTING PLANTED AREAS LS 15,000.0000 15,000.00 0.000 0.00 32 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 33 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 34 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 15,600.00 0.000 0.00 F) 35 WATER METER EA 95,000.0000 285,000.00 0.000 0.00 36 200 MM CORRUGATED HIGH DENSITY M 150.0000 106,500.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 37 75 MM GALVANIZED STEEL PIPE WATER LINE M 75.0000 3,300.00 0.000 0.00 38 50 MM SPRINKLER CONTROL CONDUIT M 75.0000 3,300.00 0.000 0.00 39 LIME TONN 150.0000 552,000.00 659.170 98,875.50 40 LIME STABILIZATION M2 1.6500 174,900.00 16,986.830 28,028.27 41 CLASS 4 AGGREGATE SUBBASE M3 20.0000 268,400.00 407.880 8,157.60 42 CLASS 3 AGGREGATE BASE M3 35.0000 687,750.00 1,795.360 62,837.60 43 HOT MIX ASPHALT TONN 75.0000 6,825,000.00 4,535.670 340,175.25 23,606.460 1,770,484.50 44 HOT MIX ASPHALT (BASE LEVELING) TONN 90.0000 75,600.00 1,406.290 126,566.10 1,406.290 126,566.10 45 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 6.0000 180.00 0.000 0.00 47 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.0000 564.00 21.000 126.00 21.000 126.00 48 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.0000 11,880.00 25.900 155.40 144.770 868.62 49 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.0000 960.00 103.100 618.60 103.100 618.60 50 PLACE HOT MIX ASPHALT M2 24.0000 11,760.00 213.000 5,112.00 (MISCELLANEOUS AREA) 51 TACK COAT TONN 650.0000 91,000.00 1.200 780.00 1.200 780.00 52 CONCRETE PAVEMENT M3 215.0000 6,839,150.00 549.000 118,035.00 5,974.550 1,284,528.25 53 SEAL PAVEMENT JOINT M 3.7500 217,500.00 11,211.790 42,044.21 11,211.790 42,044.21 54 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 158,500.00 316.800 158,400.00 PILING 55 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 1,031,200.00 317.600 127,040.00 542.900 217,160.00 PILING 56 1.6 M CAST-IN-DRILLED HOLE CONCRETE M 2,500.0000 17,500.00 7.390 18,475.00 PILING 57 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 137,150.00 0.000 0.00 PILING PROGRAM CAS145 PAGE 7 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PILING (CLASS 900 MODIFIED) M 85.0000 98,770.00 0.000 0.00 59 DRIVE PILE (CLASS 900 MODIFIED) EA 1,000.0000 64,000.00 0.000 0.00 60 FURNISH PILING (CLASS 625) M 60.0000 486,540.00 2,657.250 159,435.00 (ALTERNATIVE "X") 61 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 1,100.0000 663,300.00 231.000 254,100.00 62 FURNISH PILING (CLASS 400) M 54.0000 169,884.00 0.000 0.00 (ALTERNATIVE "X") 63 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 800.0000 229,600.00 0.000 0.00 64 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 424,200.00 3,030.000 424,200.00 PILING (SOUND WALL) 65 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 380.0000 37,620.00 99.000 37,620.00 PILING (SOUND WALL) 66 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 200.0000 217,600.00 0.000 0.00 PILING (360 MM) 67 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.050 17,500.00 0.050 17,500.00 68 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 728,400.00 -13.000 -3,900.00 426.000 127,800.00 F) 69 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,391,400.00 307.000 199,550.00 695.000 451,750.00 F) 70 STRUCTURAL CONCRETE, SIGN POST SUPPORT M3 680.0000 26,520.00 23.500 15,980.00 F) 71 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 1,400,240.00 19.000 8,740.00 1,054.000 484,840.00 F) 72 STRUCTURAL CONCRETE, SOUND WALL M3 700.0000 212,800.00 294.900 206,430.00 73 STRUCTURAL CONCRETE, BARRIER SLAB M3 330.0000 960,300.00 935.000 308,550.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 44,800.00 0.000 0.00 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 211,200.00 0.000 0.00 F) (TYPE N) 76 CLASS 2 CONCRETE (BOX CULVERT) M3 700.0000 651,000.00 468.740 328,118.00 77 CLASS 2 CONCRETE (HEADWALL) M3 650.0000 188,500.00 122.380 79,547.00 78 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 603,250.00 241.250 229,187.50 F) 79 MINOR CONCRETE (BACKFILL) M3 200.0000 28,000.00 80.060 16,012.00 80 ORNAMENTAL LOGO EA 2,000.0000 12,000.00 0.000 0.00 F) 81 FRACTURED RIB TEXTURE M2 90.0000 211,860.00 931.000 83,790.00 F) 82 SOUND WALL (MASONRY BLOCK) M2 142.0000 446,448.00 1,814.000 257,588.00 F) 83 CONCRETE MASONRY BLOCK WALL M2 200.0000 1,800.00 0.000 0.00 84 JOINT SEAL (MR 25 MM) M 100.0000 15,600.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 JOINT SEAL ASSEMBLY (MR 70 MM) M 750.0000 45,750.00 0.000 0.00 86 JOINT SEAL (MR 50 MM) M 200.0000 12,800.00 0.000 0.00 87 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 2,436,457.60 30,909.000 49,454.40 150,746.000 241,193.60 F) 88 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 324,751.00 1,880.000 3,290.00 52,138.000 91,241.50 F) 89 BAR REINFORCING STEEL KG 3.0000 10,200.00 2,147.500 6,442.50 F) (SIGN POST SUPPORT) 90 BAR REINFORCING STEEL (SOUND WALL) KG 1.0000 25,200.00 24,331.000 24,331.00 91 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.8000 312,300.00 54,697.500 98,455.50 F) 92 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6500 191,400.00 52,165.000 86,072.25 93 BAR REINFORCING STEEL (HEADWALL) KG 1.8000 42,120.00 16,850.000 30,330.00 94 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 95 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 96 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 595,600.00 45,800.000 366,400.00 97 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 37,225.00 25,300.000 12,650.00 98 FURNISH FORMED PANEL SIGN (ROADSIDE) M2 95.0000 95.00 0.000 0.00 99 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 95.0000 16,625.00 27.570 2,619.15 00 FURNISH LAMINATED PANEL SIGN M2 20.0000 820.00 0.000 0.00 (25.4 MM-TYPE B) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 0.000 0.00 (1.6 MM-UNFRAMED) 02 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 0.000 0.00 (2.0 MM-UNFRAMED) 03 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 165.00 0.000 0.00 (1.6 MM-FRAMED) 04 FURNISH SINGLE SHEET ALUMINUM SIGN M2 30.0000 60.00 0.000 0.00 (2.0 MM-FRAMED) 05 1524 MM CAST-IN-DRILLED-HOLE M 3,200.0000 188,800.00 41.200 131,840.00 CONCRETE PILE (SIGN FOUNDATION) 06 METAL (RAIL MOUNTED SIGN) KG 13.0000 42,900.00 0.000 0.00 07 ROADSIDE SIGN - ONE POST EA 250.0000 15,250.00 0.000 0.00 08 ROADSIDE SIGN - TWO POST EA 400.0000 6,000.00 0.000 0.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 0.000 0.00 METHOD) 10 INSTALL SIGN OVERLAY M2 25.0000 75.00 0.000 0.00 11 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 34,400.00 88.100 17,620.00 13 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 132.0000 451,440.00 -76.500 -10,098.00 1,035.700 136,712.40 14 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 148.0000 48,840.00 215.300 31,864.40 15 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 160.0000 68,800.00 61.400 9,824.00 16 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 160.0000 33,600.00 14.300 2,288.00 17 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 24,150.00 67.400 14,154.00 18 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 8,100.00 0.000 0.00 19 1050 MM ALTERNATIVE PIPE CULVERT M 310.0000 43,400.00 140.000 43,400.00 20 1200 MM ALTERNATIVE PIPE CULVERT M 525.0000 39,375.00 75.000 39,375.00 21 375 MM REINFORCED CONCRETE PIPE M 150.0000 46,800.00 0.000 0.00 22 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 3,000.00 2.300 2,300.00 23 1200 MM REINFORCED CONCRETE PIPE M 1,500.0000 4,500.00 0.000 0.00 24 1500 MM REINFORCED CONCRETE PIPE M 925.0000 259,000.00 274.700 254,097.50 25 1800 MM REINFORCED CONCRETE PIPE M 1,200.0000 46,800.00 39.000 46,800.00 26 2400 MM REINFORCED CONCRETE PIPE CASING M 2,800.0000 212,800.00 50.000 140,000.00 (CLASS IV, RUBBER GASKET JOINT) 27 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,300.0000 143,000.00 108.300 140,790.00 28 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 162,000.00 56.300 76,005.00 29 300 MM CORRUGATED STEEL PIPE M 250.0000 2,500.00 3.300 825.00 (1.63 MM THICK) 30 450 MM CORRUGATED STEEL PIPE M 250.0000 2,500.00 9.400 2,350.00 (2.01 MM THICK) 31 600 MM CORRUGATED STEEL PIPE M 300.0000 2,100.00 7.000 2,100.00 (2.01 MM THICK) 32 900 MM CORRUGATED STEEL PIPE M 400.0000 5,200.00 8.000 3,200.00 (2.01 MM THICK) 33 1200 MM CORRUGATED STEEL PIPE M 1,000.0000 6,000.00 6.000 6,000.00 (2.01 MM THICK) 34 450 MM ALTERNATIVE SLOTTED PIPE M 325.0000 39,000.00 37.200 12,090.00 80.700 26,227.50 35 11.05M X 5.33M CORRUGATED STEEL PLATE M 14,000.0000 280,000.00 20.000 280,000.00 ARCH (9.65MM THICK) 36 150 MM PERFORATED PLASTIC PIPE M 78.0000 3,900.00 0.000 0.00 UNDERDRAIN 37 200 MM PERFORATED PLASTIC M 67.0000 231,820.00 0.000 0.00 PIPE UNDERDRAIN 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 6,000.00 23.800 5,950.00 (1.63 MM THICK) 40 ANCHOR ASSEMBLY EA 200.0000 1,800.00 0.000 0.00 41 DRAINAGE INLET MARKER EA 10.0000 230.00 0.000 0.00 42 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 12,500.00 0.000 0.00 43 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 275.0000 16,775.00 15.200 4,180.00 46.800 12,870.00 44 762 MM WELDED STEEL PIPE SPLIT CASING M 1,300.0000 44,200.00 11.160 14,508.00 (4.78 MM THICK) 45 1000 MM WELDED STEEL PIPE SPLIT CASING M 3,200.0000 9,600.00 8.500 27,200.00 (4.78 MM THICK) 46 1350 MM WELDED STEEL PIPE M 2,200.0000 48,400.00 22.000 48,400.00 (6.35 MM THICK) 47 JACKED 1350 MM WELDED STEEL PIPE CASING M 2,900.0000 145,000.00 50.000 145,000.00 (6.53 MM THICK) 48 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 1.000 300.00 49 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 1,800.00 2.000 900.00 50 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 51 TYPE "A" INLET (CITY OF PITTSBURG) EA 1,500.0000 42,000.00 1.000 1,500.00 52 TYPE "B" INLET EA 1,500.0000 4,500.00 3.000 4,500.00 53 TYPE "I" MANHOLE (CITY OF PITTSBURG) EA 5,000.0000 25,000.00 0.000 0.00 54 600 MM SLIDE HEADGATE EA 2,800.0000 5,600.00 0.000 0.00 55 DEBRIS RACK CAGE EA 2,500.0000 2,500.00 0.000 0.00 56 300 MM REINFORCED CONCRETE SEWER PIPE M 250.0000 2,750.00 0.000 0.00 57 900 MM REINFORCED CONCRETE SEWER PIPE M 880.0000 237,600.00 261.600 230,208.00 58 200 MM POLYVINYL CHLORIDE SEWER PIPE M 200.0000 50,000.00 0.000 0.00 59 SEWER MANHOLE EA 7,000.0000 56,000.00 5.000 35,000.00 60 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 160.0000 54,880.00 343.000 54,880.00 61 ROCK SLOPE PROTECTION M3 120.0000 18,000.00 123.400 14,808.00 (FACING, METHOD B) 62 ROCK SLOPE PROTECTION M3 150.0000 7,650.00 9.000 1,350.00 (BACKING NO. 2, METHOD B) 63 SLOPE PAVING (CONCRETE) M3 750.0000 24,750.00 0.000 0.00 F) 64 MINOR CONCRETE (DITCH LINING) M3 400.0000 20,800.00 0.000 0.00 65 MINOR CONCRETE (PIPE ENCASEMENT) M3 1,000.0000 9,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 ROCK SLOPE PROTECTION FABRIC M2 3.0000 2,640.00 714.600 2,143.80 67 MINOR CONCRETE (MISCELLANEOUS M3 360.0000 273,600.00 52.745 18,988.20 CONSTRUCTION) 68 MISCELLANEOUS IRON AND STEEL KG 2.5000 97,000.00 14,320.000 35,800.00 69 MISCELLANEOUS METAL (BRIDGE) KG 7.0000 33,600.00 0.000 0.00 F) 70 MISCELLANEOUS METAL (RETAINING WALL) KG 15.0000 10,800.00 0.000 0.00 F) 71 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 12,600.00 0.000 0.00 F) 72 UPI RECLAIMED WATER LINE PROTECTION LS 70,000.0000 70,000.00 0.460 32,200.00 73 CITY OF PITTSBURG 450 MM DUCTILE IRON LS 250,000.0000 250,000.00 0.095 23,750.00 PIPE WATERLINE 74 CITY OF PITTSBURG 450 MM WATERLINE LS 200,000.0000 200,000.00 0.867 173,400.00 TEMPORARY BYPASS 75 PRAXAIR 350 MM RECLAIMED WATER LINE LS 200,000.0000 200,000.00 0.951 190,200.00 RELOCATION 76 USBR WATER LATERAL 14 MODIFICATION LS 20,000.0000 20,000.00 0.742 14,840.00 77 LOVERIDGE RETAIL CENTER WATER EQUIPMENT LS 75,000.0000 75,000.00 0.970 72,750.00 RELOCATION (LOCATION 1) 78 LOVERRIDGE RETAIL CENTER WATER EQUIPMENT LS 50,000.0000 50,000.00 1.000 50,000.00 RELOCATION (LOCATION 2) 79 LOVERIDGE RETAIL CENTER WATER EQUIPMENT LS 6,000.0000 6,000.00 1.000 6,000.00 RELOCATION (LOCATION 3) 80 CHAIN LINK FENCE (TYPE CL-0.9, M 32.0000 89,280.00 961.000 30,752.00 961.000 30,752.00 F) VINYL-CLAD) 81 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 72,300.00 108.800 3,264.00 108.800 3,264.00 82 WOOD FENCE M 300.0000 4,500.00 19.250 5,775.00 83 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 0.000 0.00 84 TUBULAR ALUMINUM FENCE RAILING M 140.0000 11,200.00 0.000 0.00 85 STEEL FENCE M 750.0000 1,500.00 0.000 0.00 86 1.2 M STEEL GATE EA 725.0000 1,450.00 0.000 0.00 87 DELINEATOR (CLASS 1) EA 40.0000 1,600.00 0.000 0.00 88 PAINT POSTMILE MARKINGS EA 40.0000 1,520.00 0.000 0.00 89 OBJECT MARKER EA 40.0000 320.00 0.000 0.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,600.00 50.000 3,000.00 91 CHAIN LINK RAILING M 150.0000 41,100.00 0.000 0.00 F) (TYPE 7, BLACK VINYL-CLAD) 92 CONCRETE BARRIER (TYPE K) M 160.0000 9,760.00 0.000 0.00 F) PROGRAM CAS145 PAGE 12 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 CONCRETE BARRIER (TYPE 26 MODIFIED) M 450.0000 123,300.00 0.000 0.00 F) 94 CONCRETE BARRIER (TYPE-26B MODIFIED) M 800.0000 24,000.00 0.000 0.00 F) 95 CABLE RAILING M 65.0000 3,900.00 54.000 3,510.00 96 TRANSITION RAILING (TYPE WB) EA 3,700.0000 33,300.00 1.000 3,700.00 97 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 0.000 0.00 98 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 9,300.00 1.000 3,100.00 99 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 0.000 0.00 00 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60D) M 180.0000 219,060.00 0.000 0.00 F) 02 CONCRETE BARRIER (TYPE 60E MODIFIED) M 700.0000 117,600.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 732 MODIFIED) M 170.0000 439,960.00 610.000 103,700.00 F) 04 CONCRETE BARRIER (TYPE 732) M 220.0000 23,100.00 44.000 9,680.00 F) 05 CONCRETE BARRIER (TYPE 732A) M 325.0000 8,450.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 732A MODIFIED) M 185.0000 57,350.00 0.000 0.00 F) 07 CONCRETE BARRIER (TYPE 732B) M 250.0000 48,500.00 116.000 29,000.00 F) 08 CONCRETE BARRIER (TYPE 732B MODIFIED) M 555.0000 9,990.00 0.000 0.00 F) 09 CONCRETE BARRIER (TYPE 736B MODIFIED) M 310.0000 67,270.00 0.000 0.00 F) 10 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 320.0000 208,000.00 645.000 206,400.00 F) 11 EBART CONCRETE BARRIER M 430.0000 2,562,800.00 60.000 25,800.00 60.000 25,800.00 12 EBART CONCRETE BARRIER (MODIFIED) M 1,700.0000 37,400.00 0.000 0.00 13 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 20,100.00 0.000 0.00 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 17,600.00 0.000 0.00 15 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 735.00 0.000 0.00 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,240.00 0.000 0.00 17 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 6,335.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 18 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 195.00 0.000 0.00 (BROKEN 3.66 M - 0.91 M) 19 PAINT TRAFFIC STRIPE M 5.0000 110.00 0.000 0.00 (2-COAT 300 MM WHITE CHEVRON STRIPE) PROGRAM CAS145 PAGE 13 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 PAINT TRAFFIC STRIPE M 5.0000 700.00 0.000 0.00 (2-COAT 300 MM DIAGONAL STRIPE) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,330.00 0.000 0.00 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8000 8,100.00 0.000 0.00 23 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 24 SIGNAL AND LIGHTING (TEMPORARY) LS 400,000.0000 400,000.00 0.831 332,400.00 25 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.000 0.00 26 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.076 13,300.00 27 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.043 6,020.00 28 SIGNAL AND LIGHTING (LOCATION 4) LS 100,000.0000 100,000.00 0.461 46,100.00 29 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 0.000 0.00 30 LIGHTING (CITY STREET) LS 150,000.0000 150,000.00 0.074 11,100.00 0.152 22,800.00 31 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.066 16,500.00 32 INTERCONNECTION CONDUIT LS 90,000.0000 90,000.00 0.075 6,750.00 33 EMERGENCY VEHICLE DETECTION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 34 COMMUNICATION CONDUIT LS 250,000.0000 250,000.00 0.257 64,250.00 35 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.400 4,000.00 0.800 8,000.00 36 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 300.0000 3,000.00 0.000 0.00 SENSOR UNIT 37 TRAFFIC OPERATIONS SYSTEM LS 415,000.0000 415,000.00 0.192 79,680.00 38 INTEGRATED CAMERA UNIT EA 7,000.0000 42,000.00 0.000 0.00 39 CAMERA CONTROL UNIT EA 1,500.0000 9,000.00 0.000 0.00 40 VIDEO ENCODER UNIT EA 4,000.0000 24,000.00 0.000 0.00 41 POWER STRIP EA 150.0000 900.00 0.000 0.00 42 EQUIPMENT SHELF WITH BRACKETS EA 120.0000 720.00 0.000 0.00 43 HYBRID CAMERA CABLE (HCC) EA 500.0000 3,000.00 0.000 0.00 44 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 10,000.0000 20,000.00 0.000 0.00 45 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 12,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 46 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 47 450 MM REINFORCED CONCRETE PIPE M 120.0000 20,400.00 0.000 0.00 48 CLASS 3 PERMEABLE MATERIAL M3 70.0000 37,800.00 0.000 0.00 49 CONDUIT SYSTEM (E BART) LS 800,000.0000 800,000.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 01:09 PM ESTIMATE NO. 13 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,214,623.35 16,459,289.19 ADJUSTMENT OF COMPENSATION 42,241.38 318,546.12 EXTRA WORK 104,922.80 840,216.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,361,787.53 17,618,051.36 50 MOBILIZATION LS 6200,000.0000 6,200,000.00 0.950 5,890,000.00 ORIGINAL CONTRACT AMOUNT 64,937,452.60 TOTAL WORK COMPLETED 2,361,787.53 23,508,051.36 MATERIALS ON HAND ON SITE 1,377,166.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -27,000.00 -27,000.00 TOTAL 2,334,787.53 24,858,218.15 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 05/06/10 810 06/30/10 06/30/10 12/19/13 191 53 0 0 34% 25% PROGRESS IS SATISFACTORY SCHNEIDER, JOLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11