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 02/21/12 EST. NO.13 TIME 03:01 PM R.E. NAME: HATEFI, AMIR 04-2285C4 --------------------------------------------------------------------------- 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 0019 487.97 E.W. @ F.A.(+) 060911 N 0111.0 0081 346.08 050611 N 0017.0 0094 1,212.98 120511 N 0368.0 0108 296.42 122011 N 0423.0 0109 381.73 122111 N 0424.0 0110 296.04 122211 N 0425.0 0111 190.87 122311 N 0426.0 0112 275.26 122711 N 0427.0 0113 508.40 122911 N 0428.0 0114 381.45 123011 N 0429.0 0115 253.91 010312 N 0430.0 0116 549.90 010312 N 0431.0 0117 160.32 010412 N 0432.0 0118 254.49 010412 N 0433.0 0119 254.49 010612 N 0434.0 0120 673.58 010912 N 0435.0 0121 254.49 010912 N 0436.0 0122 717.13 012412 N 0460.0 0123 507.86 012512 N 0461.0 0124 593.78 012612 N 0462.0 0127 675.17 011812 N 0492.0 0128 592.07 011912 N 0493.0 0129 508.40 012712 N 0494.0 0130 192.38 013112 N 0498.0 0131 192.20 013112 N 0500.0 0133 191.52 020212 N 0503.0 0134 592.07 010512 N 0477.0 0135 617.93 011011 N 0478.0 0136 632.88 011112 N 0479.0 0137 632.88 011212 N 0480.0 0138 162.68 011212 N 0481.0 0139 202.59 011312 N 0482.0 0141 147.68 011612 N 0484.0 0142 592.07 011612 N 0485.0 0144 594.47 012012 N 0487.0 002 0008 2,634.23 E.W. @ F.A.(+) 012312 N 0463.0 004 0011 65.60 E.W. @ U.P (+) 123111 N 0476.0 005 0046 88.00 E.W. @ F.A.(+) 092311 N 0194.1 0049 243.90 120611 N 0348.0 0062 283.56 121511 N 0401.0 0063 145.01 013012 N 0495.0 0064 301.36 011012 N 0489.0 0066 162.03 012012 N 0507.0 0067 217.48 012512 N 0532.0 0068 133.38 012512 N 0533.0 0069 532.92 012612 N 0534.0 007 0001-5 -62,148.47 A.C. @ U.P.(+) 081911 N 1X 0 DAO CORRECTING ENTRY 0001-6 62,148.47 081911 N 1X 0 DAO CORRECTING ENTRY 0001-7 -62,148.47 081911 N 1X 0 DAO CORRECTING ENTRY 0005 134,695.32 021712 N RE5 0 015 0024 171.60 A.C. @ F.A.(+) 111611 N 0334.1 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 02/21/12 EST. NO.13 TIME 03:01 PM R.E. NAME: HATEFI, AMIR 04-2285C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0026 486.09 012012 N 0467.0 0027 309.18 011812 N 0508.0 0028 384.72 012412 N 0466.1 018 0036 2,009.44 E.W. @ F.A.(+) 010512 N 0437.0 0037 687.95 011712 N 0458.0 0037-1 -687.95 011712 N 0458.0 DAO CORRECTING ENTRY 0037-2 687.95 080811 N 0458.0 DAO CORRECTING ENTRY 0038 1,316.68 011012 N 0509.0 0039 367.19 122211 N 0439.1 0040 1,577.87 123011 N 0443.1 021 0021 1,699.64 E.W. @ F.A.(+) 121311 N 0396.0 0022 254.49 121311 N 0397.0 0023 2,355.77 121411 N 0399.0 0024 1,162.90 122111 N 0438.0 0026 640.30 122211 N 0440.0 0027 2,111.70 122211 N 0441.0 0028 1,573.36 122311 N 0442.0 0030 495.45 010312 N 0444.0 0031 1,256.45 010412 N 0445.0 0032 1,139.25 010512 N 0446.0 0033 2,157.93 011912 N 0510.0 0033-1 -2,157.93 011912 N 0510.0 DAO CORRECTING ENTRY 0033-2 2,157.93 011912 N 0510.0 DAO CORRECTING ENTRY 022 0017 261.01 E.W. @ F.A.(+) 090611 N 0281.3 023 0008 3,772.38 E.W. @ F.A.(+) 102111 N 0282.0 0013 339.25 111111 N 0329.0 0016 1,938.39 122211 N 0447.0 0017 2,976.87 122811 N 0448.0 0018 777.93 123011 N 0449.0 0019 6,050.00 010512 N RE 190 0020 1,265.51 011712 N 0465.0 0021 2,935.22 020212 N 0504.0 0023 2,638.62 010312 N 0511.0 0024 1,386.28 011112 N 0512.0 0025 1,049.82 012112 N 0513.0 0026 832.53 012312 N 0514.0 024 0029 140.41 E.W. @ F.A.(+) 111111 N 0336.0 025 0014 2,759.12 E.W. @ F.A.(+) 081211 N 0292.0 028 0011 2,523.94 E.W. @ F.A.(+) 112211 N 0421.0 0012 1,723.05 110411 N 0422.0 031 0002 1,756.99 E.W. @ F.A.(+) 091211 N 0303.0 0008 1,964.34 010512 N 0450.0 0009 1,220.87 010912 N 0451.0 0010 3,025.03 010612 N 0457.0 0011 785.72 010312 Y 0471.0 0012 1,439.90 010412 Y 0472.0 0013 3,758.47 010612 Y 0473.0 0014 621.39 011112 N 0515.0 0015 655.97 011212 N 0516.0 0017 301.91 011812 N 0518.0 032 0010 231.83 E.W. @ F.A.(+) 110111 N 0318.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/21/12 EST. NO.13 TIME 03:01 PM R.E. NAME: HATEFI, AMIR 04-2285C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0018 291.63 112111 N 0346.1 033 0009 240.89 E.W. @ F.A.(+) 121611 Y 0402.0 0010 922.84 121911 Y 0408.0 0012 4,867.50 102011 N 0323.2 0013 4,286.25 012812 N 0464.0 0016 1,042.10 010512 N 0530.0 0017 659.56 013012 N 0540.0 176,079.94 TOTAL THIS ESTIMATE 795,422.77 TOTAL PREVIOUS ESTIMATE 971,502.71 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 02/21/12 EST. NO.13 TIME 03:01 PM R.E. NAME: HATEFI, AMIR 04-2285C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING SWPPP DOCS -370,000.00 09 RETURN EST 9 DEDUCT 370,000.00 10 0.00 0.00 LABOR COMPLIANCE VIOLATION LETTER DATED 7/20/11 -1,000.00 05 RETURN EST 5 DEDUCT 1,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 LOCATION PROGRESS ESTIMATE 04-CC-4-R25.6/R26.6 ----------------- R AND L BROSAMER INC IN CONTRA COSTA COUNTY IN ANTIOCH 1777 OAKLAND BLVD SUITE 300 AND PITTSBURG FROM 0.4 MILE WEST TO WALNUT CREEK CA 94596 0.6 MILE EAST OF SOMERSVILLE ROAD UNDERCROSSING FED. AID NO. NH-P004(138)N ,HPLU-6204(92) ,L-6204(92) HIGHWAY WIDENING AND RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250.00 002 TIME-RELATED OVERHEAD WDAY 2,347.0000 1,290,850.00 20.000 46,940.00 229.000 537,463.00 003 TEMPORARY FENCE (CL-6) LF 15.0000 1,950.00 136.000 2,040.00 (VISIBILITY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 12.0000 102,840.00 9,361.000 112,332.00 005 12" TEMPORARY CULVERT LF 45.0000 35,100.00 744.000 33,480.00 006 24" TEMPORARY CULVERT LF 100.0000 1,300.00 0.000 0.00 007 TEMPORARY 12" FLARED END SECTION EA 400.0000 2,000.00 3.000 1,200.00 008 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.036 2,160.00 0.416 24,960.00 009 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 010 TEMPORARY RETAINING WALL SQFT 12.0000 144,000.00 6,877.000 82,524.00 (MECHANICALLY STABILIZED EARTH) 011 TEMPORARY FIBER ROLL LF 2.5000 12,600.00 13,341.000 33,352.50 012 TEMPORARY SILT FENCE LF 2.5000 10,650.00 3,928.000 9,820.00 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 250.0000 6,250.00 18.000 4,500.00 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 47,500.00 16.000 40,000.00 015 TEMPORARY COVER SQYD 2.5000 29,500.00 1,502.000 3,755.00 15,736.000 39,340.00 016 MOVE-IN/MOVE-OUT EA 550.0000 6,050.00 5.000 2,750.00 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 15,600.00 68.000 20,400.00 018 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 6,382.50 9,348.000 7,011.00 90,778.000 68,083.50 (BONDED FIBER MATRIX) 019 STREET SWEEPING LS 150,000.0000 150,000.00 0.036 5,400.00 0.416 62,400.00 020 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.480 14,400.00 021 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.036 10,800.00 0.416 124,800.00 022 TYPE III BARRICADE EA 150.0000 7,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.6000 35,928.00 1,193.000 4,294.80 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 72,300.00 39,688.000 11,906.40 025 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 52,000.00 121.000 6,050.00 026 TRAFFIC PLASTIC DRUM EA 60.0000 17,400.00 10.000 600.00 027 TEMPORARY PAVEMENT MARKER EA 4.0000 12,080.00 719.000 2,876.00 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 40,000.00 5.000 25,000.00 029 TEMPORARY RAILING (TYPE K) LF 10.0000 434,000.00 16,772.000 167,720.00 030 TEMPORARY CRASH CUSHION MODULE EA 150.0000 51,000.00 101.000 15,150.00 031 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 25,000.00 3.000 15,000.00 032 TEMPORARY TRAFFIC SCREEN LF 2.0000 67,000.00 10,818.000 21,636.00 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 10,662.50 11,671.000 14,588.75 STRIPE (HAZARDOUS WASTE) 034 NOISE MONITORING LS 6,000.0000 6,000.00 0.000 0.00 035 ABANDON CULVERT EA 250.0000 7,250.00 10.000 2,500.00 036 ABANDON INLET EA 600.0000 16,200.00 13.000 7,800.00 037 ABANDON MANHOLE EA 650.0000 1,950.00 0.000 0.00 038 REMOVE FENCE LF 5.0000 54,000.00 10,336.000 51,680.00 039 REMOVE PEDESTRIAN BARRICADE EA 80.0000 320.00 1.000 80.00 040 REMOVE METAL BEAM GUARD RAILING LF 15.0000 7,650.00 540.000 8,100.00 041 REMOVE SINGLE THRIE BEAM BARRIER LF 9.0000 92,700.00 2,493.000 22,437.00 042 REMOVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 75,000.00 6,259.000 3,129.50 044 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 12,540.00 563.000 1,689.00 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,270.00 9,070.000 4,535.00 046 REMOVE PAVEMENT MARKER EA 1.0000 2,630.00 1,907.000 1,907.00 047 REMOVE ROADSIDE SIGN EA 75.0000 2,850.00 5.000 375.00 048 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 049 REMOVE ROADSIDE SIGN PANEL EA 75.0000 300.00 4.000 300.00 PROGRAM CAS145 PAGE 3 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 6,000.0000 18,000.00 3.000 18,000.00 051 REMOVE SIGN OVERLAY SQFT 8.0000 64.00 8.000 64.00 052 REMOVE CULVERT LF 20.0000 27,600.00 497.700 9,954.00 053 REMOVE 24" ABANDONED GAS LINE LF 20.0000 12,800.00 560.000 11,200.00 054 REMOVE INLET EA 500.0000 6,500.00 4.000 2,000.00 055 REMOVE DRAINAGE MANHOLE EA 800.0000 800.00 0.000 0.00 056 REMOVE SEWER MANHOLE EA 1,000.0000 5,000.00 5.000 5,000.00 057 REMOVE RETAINING WALL LF 50.0000 50,500.00 1,034.000 51,700.00 058 REMOVE MASONRY WALL LF 20.0000 12,600.00 588.000 11,760.00 059 REMOVE SEWER PIPE LF 5.0000 7,100.00 1,262.000 6,310.00 060 REMOVE SLOPE PAVING SQFT 0.5000 4,600.00 0.000 0.00 061 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 900.00 0.000 0.00 062 REMOVE BASE AND SURFACING CY 9.0000 186,300.00 3,490.000 31,410.00 063 RELOCATE ROADSIDE SIGN-ONE POST EA 175.0000 3,325.00 0.000 0.00 064 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 5,000.00 0.000 0.00 065 RELOCATE ROADSIDE SIGN EA 75.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 066 ADJUST UTILITY COVER TO GRADE EA 1,000.0000 8,000.00 0.000 0.00 067 MODIFY INLET TO MANHOLE EA 2,500.0000 10,000.00 0.000 0.00 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 16,300.00 938.000 9,380.00 069 REMOVE CONCRETE CY 10.0000 36,600.00 0.000 0.00 (CEMENT TREATED SUBGRADE) 070 REMOVE CONCRETE CURB LF 3.0000 10,500.00 1,466.000 4,398.00 1,621.000 4,863.00 071 REMOVE CONCRETE (CURB AND GUTTER) LF 3.5000 11,060.00 1,241.000 4,343.50 072 REMOVE CONCRETE DITCH LF 6.0000 660.00 510.000 3,060.00 073 REMOVE CONCRETE SIDEWALK SQFT 0.6500 12,220.00 2,002.500 1,301.63 074 REMOVE CONCRETE (ISLAND PAVING) SQFT 0.6500 11,960.00 4,529.000 2,943.85 11,912.000 7,742.80 075 CAP INLET EA 700.0000 4,200.00 4.000 2,800.00 076 BRIDGE REMOVAL, LOCATION A LS 90,000.0000 90,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL, LOCATION B LS 90,000.0000 90,000.00 0.000 0.00 078 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.900 90,000.00 079 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.309 15,450.00 080 ROADWAY EXCAVATION CY 7.0000 1,134,000.00 40.000 280.00 95,998.000 671,986.00 081 ROADWAY EXCAVATION (TYPE Y-1) CY 20.0000 58,400.00 2,994.500 59,890.00 (AERIALLY DEPOSITED LEAD) 082 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 083 ADL BURIAL LOCATION REPORT LS 6,000.0000 6,000.00 1.000 6,000.00 084 ASBESTOS COMPLIANCE PLAN LS 550.0000 550.00 0.000 0.00 085 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 92,040.00 413.000 16,520.00 (F) 086 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 168,010.00 16,863.000 168,630.00 (F) 087 STRUCTURE EXCAVATION (SOUND WALL) CY 25.0000 3,500.00 140.000 3,500.00 088 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 35.0000 595.00 0.000 0.00 (F) 089 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 30.0000 80,940.00 2,698.000 80,940.00 (F) 090 STRUCTURE BACKFILL (BRIDGE) CY 90.0000 142,380.00 298.000 26,820.00 (F) 091 STRUCTURE BACKFILL (RETAINING WALL) CY 22.0000 357,610.00 36.000 792.00 15,503.000 341,066.00 (F) 092 STRUCTURE BACKFILL (SOUND WALL) CY 40.0000 18,800.00 470.000 18,800.00 093 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 11,000.00 220.000 11,000.00 (F) 094 PERVIOUS BACKFILL MATERIAL (RETAINING CY 135.0000 110,565.00 747.000 100,845.00 (F) WALL) 095 SAND BACKFILL CY 150.0000 27,000.00 25.310 3,796.50 096 CONCRETE BACKFILL CY 150.0000 1,200.00 0.000 0.00 (F) 097 LEAN CONCRETE BACKFILL CY 210.0000 840.00 0.000 0.00 (F) 098 SOIL NAIL ASSEMBLY LF 18.6700 431,949.12 22,250.000 415,407.50 099 EROSION CONTROL (COMPOST BLANKET) CY 76.9200 4,384.44 0.000 0.00 100 FIBER ROLLS LF 2.5700 45,746.00 0.000 0.00 101 COMPOST (INCORPORATE) SQYD 12.3100 17,110.90 0.000 0.00 102 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 6,050.00 0.000 0.00 103 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 28,560.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ROLLED EROSION CONTROL PRODUCT SQFT 0.8000 10,080.00 0.000 0.00 (NETTING) 105 PLANT (GROUP M) EA 2.6100 36,279.00 0.000 0.00 106 2" PLASTIC PIPE (PR 200) (SUPPLY LINE) LF 5.0000 775.00 0.000 0.00 107 4" CORRUGATED HIGH DENSITY POLYETHYLENE LF 10.0000 19,000.00 934.000 9,340.00 PIPE 108 8" CORRUGATED HIGH DENSITY LF 20.0000 26,600.00 417.000 8,340.00 POLYETHYLENE PIPE CONDUIT 109 CLASS 4 AGGREGATE SUBBASE CY 20.0000 552,000.00 9,184.000 183,680.00 110 CLASS 2 AGGREGATE BASE CY 25.0000 89,750.00 0.000 0.00 111 CLASS 3 AGGREGATE BASE CY 20.0000 444,000.00 17,102.000 342,040.00 112 LEAN CONCRETE BASE CY 110.0000 1,496,000.00 3,909.000 429,990.00 113 HOT MIX ASPHALT TON 70.0000 1,841,000.00 7,946.000 556,220.00 14,740.370 1,031,825.90 114 SHOULDER RUMBLE STRIP STA 75.0000 6,750.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 115 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 11,700.00 0.000 0.00 116 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 475.00 0.000 0.00 117 PLACE HOT MIX ASPHALT SQYD 25.0000 196,500.00 238.000 5,950.00 238.000 5,950.00 (MISCELLANEOUS AREA) 118 TACK COAT TON 1,000.0000 14,000.00 0.000 0.00 119 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 3,710,000.00 816.000 114,240.00 7,948.500 1,112,790.00 120 SHOULDER RUMBLE STRIP STA 70.0000 7,280.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 121 SEAL PAVEMENT JOINT LF 5.0000 191,500.00 14,860.000 74,300.00 14,860.000 74,300.00 122 SEAL LONGITUDINAL ISOLATION JOINT LF 2.0000 32,200.00 0.000 0.00 123 STEEL SOLDIER PILE (W8 X 31) LF 25.0000 2,375.00 0.000 0.00 124 24" DRILLED HOLE LF 45.0000 4,275.00 0.000 0.00 125 FURNISH PILING (CLASS 140) LF 35.0000 477,960.00 1,975.000 69,125.00 (ALTERNATIVE W) 126 DRIVE PILE (CLASS 140) EA 700.0000 226,100.00 90.000 63,000.00 (ALTERNATIVE W) 127 16" CAST-IN-DRILLED-HOLE CONCRETE LF 45.0000 140,850.00 510.000 22,950.00 2,810.000 126,450.00 PILING (SOUND WALL) 128 PRESTRESSING CAST-IN-PLACE CONCRETE LS 230,000.0000 230,000.00 0.250 57,500.00 129 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 176,700.00 93.000 27,900.00 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 2,505,000.00 558.000 334,800.00 (F) PROGRAM CAS145 PAGE 6 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, RETAINING WALL CY 425.0000 2,585,700.00 441.500 187,637.50 6,016.000 2,556,800.00 (F) 132 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 29,500.00 0.000 0.00 (F) (EBART) 133 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 193,000.00 62.000 31,000.00 (F) (TYPE N) 134 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 156,750.00 16.600 12,450.00 134.580 100,935.00 (F) 135 MINOR CONCRETE (SOUND WALL) CY 500.0000 156,500.00 303.000 151,500.00 (F) 136 MINOR CONCRETE (BACKFILL) CY 200.0000 1,800.00 0.000 0.00 137 ARCHITECTURAL TREATMENT SQFT 4.0000 229,620.00 51,249.000 204,996.00 (F) (DELTA REGION NATIVE LANDSCAPES) 138 ARCHITECTURAL TREATMENT SQFT 4.0000 37,072.00 9,268.000 37,072.00 (F) (FRACTURED RIB STRUCTURE) 139 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 702,570.00 15,528.000 232,920.00 38,393.000 575,895.00 140 JOINT SEAL (MR 1 1/2") LF 50.0000 21,150.00 0.000 0.00 141 JOINT SEAL (TYPE AL) LF 40.0000 3,120.00 0.000 0.00 142 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 920,338.50 178,164.000 133,623.00 (F) 143 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 694,397.00 35,331.000 35,331.00 692,394.000 692,394.00 (F) 144 BAR REINFORCING STEEL (SOUND WALL) LB 3.0000 24,216.00 8,072.000 24,216.00 (F) 145 SHOTCRETE CY 300.0000 127,500.00 425.000 127,500.00 (F) 146 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 300.0000 60,000.00 0.000 0.00 147 FURNISH SIGN STRUCTURE (TRUSS) LB 2.8400 347,275.20 0.000 0.00 (F) 148 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 61,140.00 0.000 0.00 (F) 149 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 17,880.00 0.000 0.00 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 6,200.00 0.000 0.00 (0.063"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,100.00 0.000 0.00 (0.080"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 732.00 0.000 0.00 (0.063"-FRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,440.00 0.000 0.00 (0.080"-FRAMED) 154 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 757.0200 113,553.00 23.000 17,411.46 (SIGN FOUNDATION) 155 METAL (BARRIER MOUNTED SIGN) LB 10.0000 24,900.00 0.000 0.00 156 ROADSIDE SIGN - ONE POST EA 200.0000 7,200.00 0.000 0.00 157 ROADSIDE SIGN - TWO POST EA 300.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 65.0000 520.00 0.000 0.00 METHOD) 159 INSTALL SIGN OVERLAY SQFT 15.0000 360.00 0.000 0.00 160 TIMBER LAGGING MFBM 4,500.0000 4,500.00 0.000 0.00 (F) 161 CLEAN AND PAINT STEEL SOLDIER PILING LS 5,000.0000 5,000.00 0.000 0.00 162 18" ALTERNATIVE PIPE CULVERT LF 32.0000 326,400.00 6,935.200 221,926.40 163 24" ALTERNATIVE PIPE CULVERT LF 50.0000 60,500.00 897.300 44,865.00 164 30" ALTERNATIVE PIPE CULVERT LF 75.0000 34,500.00 0.000 0.00 165 18" ALTERNATIVE SLOTTED PIPE LF 100.0000 23,000.00 0.000 0.00 166 12" REINFORCED CONCRETE PIPE LF 95.0000 6,270.00 21.200 2,014.00 167 24" REINFORCED CONCRETE PIPE (JACKED) LF 500.0000 55,000.00 110.000 55,000.00 168 18" REINFORCED CONCRETE PIPE (CLASS V) LF 50.0000 7,000.00 0.000 0.00 169 12" CORRUGATED STEEL PIPE LF 30.0000 2,460.00 0.000 0.00 170 36" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 1,400.00 0.000 0.00 171 2" PLASTIC PIPE LF 25.0000 500.00 0.000 0.00 172 8" PLASTIC PIPE UNDERDRAIN TERMINAL LF 70.0000 4,340.00 0.000 0.00 RISER 173 8" PLASTIC PIPE UNDERDRAIN RISER LF 70.0000 1,750.00 0.000 0.00 174 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 123,500.00 0.000 0.00 175 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 55.0000 58,850.00 0.000 0.00 176 DRAINAGE INLET MARKER EA 175.0000 2,450.00 0.000 0.00 177 WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 900.00 0.000 0.00 178 24" WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 48,150.00 0.000 0.00 179 12" WELDED STEEL PIPE (.250" THICK) LF 100.0000 5,900.00 0.000 0.00 180 18" ALTERNATIVE FLARED END SECTION EA 400.0000 1,600.00 0.000 0.00 181 SIDEWALK CROSS DRAIN LF 50.0000 650.00 0.000 0.00 182 DRAINAGE MANHOLE EA 5,000.0000 5,000.00 0.000 0.00 183 8" VITRIFIED CLAY PIPE LF 85.0000 108,800.00 1,280.000 108,800.00 184 SANITARY SEWER MANHOLE EA 5,000.0000 35,000.00 7.000 35,000.00 PROGRAM CAS145 PAGE 8 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK SLOPE PROTECTION CY 200.0000 1,000.00 0.000 0.00 (FACING, METHOD B) 186 ROCK SLOPE PROTECTION CY 150.0000 2,100.00 0.000 0.00 (BACKING NO. 2, METHOD B) 187 SLOPE PAVING (CONCRETE) CY 1,250.0000 52,500.00 0.000 0.00 (F) 188 SLOPE PAVING (CONCRETE) (BLOCK PAVER) SQFT 30.0000 177,000.00 0.000 0.00 (F) 189 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 330.00 0.000 0.00 190 MINOR CONCRETE (CURB) CY 400.0000 48,000.00 27.000 10,800.00 191 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 56,000.00 58.200 23,280.00 192 MINOR CONCRETE (ISLAND PAVING) CY 300.0000 5,100.00 0.000 0.00 193 MINOR CONCRETE (DRIVEWAY) CY 300.0000 8,400.00 18.000 5,400.00 (F) 194 MINOR CONCRETE (GUTTER) CY 660.0000 51,480.00 67.000 44,220.00 67.000 44,220.00 (F) 195 MINOR CONCRETE (SIDEWALK) CY 400.0000 124,000.00 38.900 15,560.00 (F) 196 MINOR CONCRETE SQFT 8.0000 28,080.00 0.000 0.00 (CONTRASTING SURFACE TREATMENT) 197 MINOR CONCRETE (CURB RAMP) CY 400.0000 3,200.00 2.000 800.00 (F) 198 MISCELLANEOUS IRON AND STEEL LB 1.6500 56,416.80 13,693.000 22,593.45 21,004.000 34,656.60 (F) 199 BRIDGE DECK DRAINAGE SYSTEM LB 8.0000 9,800.00 0.000 0.00 (F) 200 CHAIN LINK FENCE (TYPE CL-4) LF 8.0000 30,560.00 3,811.000 30,488.00 3,811.000 30,488.00 201 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 12,120.00 236.000 3,540.00 (F) 202 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 12,120.00 0.000 0.00 203 WOOD FENCE LF 70.0000 5,600.00 0.000 0.00 204 16' WIRE MESH GATE EA 850.0000 850.00 0.000 0.00 205 16' CHAIN LINK GATE (TYPE CL-6) EA 1,250.0000 2,500.00 0.000 0.00 206 SURVEY MONUMENT (TYPE D) EA 800.0000 3,200.00 0.000 0.00 207 DELINEATOR (CLASS 1) EA 50.0000 3,650.00 0.000 0.00 208 GUARD RAILING DELINEATOR EA 40.0000 1,440.00 0.000 0.00 209 OBJECT MARKER (TYPE P) EA 70.0000 2,450.00 36.000 2,520.00 210 OBJECT MARKER (TYPE R) EA 105.0000 105.00 0.000 0.00 211 OBJECT MARKER (TYPE K-1) EA 90.0000 540.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 OBJECT MARKER (TYPE L-1) EA 80.0000 400.00 0.000 0.00 213 METAL BEAM GUARD RAILING (WOOD POST) LF 12.0000 8,400.00 0.000 0.00 214 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 31,800.00 0.000 0.00 215 PEDESTRIAN HANDRAILING LF 70.0000 35,700.00 0.000 0.00 216 EBART CONCRETE BARRIER (TYPE A) LF 130.0000 1,106,300.00 0.000 0.00 217 EBART CONCRETE BARRIER (TYPE B) LF 200.0000 90,000.00 0.000 0.00 218 EBART CONCRETE BARRIER (TYPE C) LF 210.0000 176,400.00 0.000 0.00 219 CABLE RAILING LF 18.0000 39,654.00 2,203.000 39,654.00 2,203.000 39,654.00 (F) 220 TRANSITION RAILING (TYPE WB) EA 3,200.0000 19,200.00 0.000 0.00 221 TERMINAL SYSTEM (TYPE CAT) EA 3,600.0000 3,600.00 0.000 0.00 222 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 3,400.00 0.000 0.00 223 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 0.000 0.00 224 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0.00 225 CONCRETE BARRIER (TYPE 60C) LF 90.0000 8,550.00 95.000 8,550.00 95.000 8,550.00 226 CONCRETE BARRIER (TYPE 60D) LF 35.0000 92,505.00 2,643.000 92,505.00 2,643.000 92,505.00 (F) 227 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 75.0000 69,900.00 0.000 0.00 (F) 228 CONCRETE BARRIER (TYPE 732) LF 75.0000 38,850.00 0.000 0.00 (F) 229 CONCRETE BARRIER (TYPE 732A) LF 65.0000 186,420.00 1,068.000 69,420.00 2,868.000 186,420.00 (F) 230 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 114,640.00 1,432.000 114,560.00 (F) 231 CONCRETE BARRIER (TYPE 736SV MOD) LF 190.0000 7,600.00 40.000 7,600.00 (F) 232 CONCRETE BARRIER (TYPE 736SV) LF 110.0000 32,450.00 0.000 0.00 (F) 233 CONCRETE BARRIER (TYPE 742B) LF 125.0000 131,250.00 1,050.000 131,250.00 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 27,945.00 0.000 0.00 235 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 20,440.00 0.000 0.00 236 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 17,920.00 0.000 0.00 237 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,580.00 0.000 0.00 238 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 25,080.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,037.7800 5,037.78 0.250 1,259.45 0.750 3,778.34 SYSTEM ELEMENTS DURING CONSTRUCTION 240 SIGNAL AND LIGHTING (LOCATION 1) LS 203,054.4100 203,054.41 0.041 8,325.23 0.311 63,149.92 241 SIGNAL AND LIGHTING (LOCATION 2) LS 166,246.8500 166,246.85 0.028 4,654.91 0.150 24,937.03 242 TEMPORARY SIGNAL SYSTEM (CITY) LS 65,491.1800 65,491.18 0.875 57,304.78 243 SIGNAL AND LIGHTING LS 191,435.7700 191,435.77 0.000 0.00 (CITY STREET LOCATION 1) 244 SIGNAL AND LIGHTING LS 7,556.6800 7,556.68 0.000 0.00 (CITY STREET LOCATION 2) 245 LIGHTING (TEMPORARY) LS 125,944.5800 125,944.58 0.081 10,201.51 0.370 46,599.49 246 LIGHTING (CITY STREET) LS 85,138.5400 85,138.54 0.000 0.00 247 LIGHTING (CITY STREET) (TEMPORARY) LS 8,564.2300 8,564.23 0.000 0.00 248 EBART PULL BOX (TYPE E) EA 6,246.8500 106,196.45 0.000 0.00 249 LIGHTING AND SIGN ILLUMINATION LS 181,360.2000 181,360.20 0.465 84,332.49 0.747 135,476.07 250 TEMPORARY SIGNAL SYSTEM LS 246,851.3800 246,851.38 0.915 225,869.01 251 INTERCONNECTION CONDUIT AND CABLE LS 65,491.1800 65,491.18 0.000 0.00 252 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 253 EBART CONDUIT RACEWAY (6-4") LF 66.0000 332,640.00 0.000 0.00 254 COMMUNICATION CONDUIT (FIBER OPTIC) LS 380,000.0000 380,000.00 0.323 122,740.00 255 TRAFFIC OPERATIONS SYSTEMS LS 270,000.0000 270,000.00 0.138 37,260.00 0.263 71,010.00 256 INTEGRATED CAMERA UNIT EA 8,200.0000 8,200.00 0.000 0.00 257 CAMERA CONTROL UNIT EA 8,200.0000 8,200.00 0.000 0.00 258 VIDEO ENCODER UNIT EA 8,200.0000 8,200.00 0.000 0.00 259 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,600.0000 7,800.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 260 POWER STRIP EA 1,600.0000 1,600.00 0.000 0.00 261 EQUIPMENT SHELF WITH BRACKET EA 2,100.0000 6,300.00 0.000 0.00 262 EMERGENCY VEHICLE DETECTION SYSTEM LS 26,000.0000 26,000.00 0.000 0.00 263 HYBRID CAMERA CABLE LF 6.0000 1,980.00 0.000 0.00 264 NO. 2 PACIFIC GAS AND ELECTRIC PULLBOX EA 800.0000 800.00 0.000 0.00 265 NO. 3 PACIFIC GAS AND ELECTRIC PULLBOX EA 900.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 NO. 5 PACIFIC GAS AND ELECTRIC VAULT EA 6,000.0000 12,000.00 0.000 0.00 267 NO. 7 PACIFIC GAS AND ELECTRIC VAULT EA 7,500.0000 67,500.00 0.000 0.00 268 2" PACIFIC GAS AND ELECTRIC CONDUIT LF 2.1000 31.50 0.000 0.00 269 3" PACIFIC GAS AND ELECTRIC CONDUIT LF 3.1000 55.80 0.000 0.00 270 4" PACIFIC GAS AND ELECTRIC CONDUIT LF 4.1000 943.00 0.000 0.00 271 6" PACIFIC GAS AND ELECTRIC CONDUIT LF 7.1000 10,153.00 0.000 0.00 272 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 273 RAIN EVENT ACTION PLAN EA 100.0000 11,000.00 1.000 100.00 10.000 1,000.00 274 STORM WATER ANNUAL REPORT EA 500.0000 1,500.00 1.000 500.00 275 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 15,000.00 0.000 0.00 276 EBART PULL BOX (TYPE D) EA 7,000.0000 14,000.00 0.000 0.00 277 EBART CONDUIT RACEWAY (9-4") LF 76.0000 15,960.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 03:01 PM ESTIMATE NO. 13 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,780,042.39 14,321,886.38 ADJUSTMENT OF COMPENSATION 73,898.44 252,573.64 EXTRA WORK 102,181.50 718,929.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,956,122.33 15,293,389.09 278 MOBILIZATION LS 200,000.0000 3,200,000.00 0.950 3,040,000.00 ORIGINAL CONTRACT AMOUNT 35,727,083.49 TOTAL WORK COMPLETED 1,956,122.33 18,333,389.09 MATERIALS ON HAND ON SITE 1,461,563.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,956,122.33 19,794,952.85 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 01/19/11 550 03/16/11 03/16/11 02/17/13 226 7 0 0 49% 41% PROGRESS IS SATISFACTORY HATEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/12