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 05/23/11 EST. NO.12 TIME 02:18 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0001 9,592.00 E.W. @ L.S.(+) 042011 N 0972.0 017 0098 8,739.84 E.W. @ F.A.(+) 021411 N 0950.0 028 0101 577.50 E.W. @ F.A.(+) 102410 N 0529.0 0102 577.50 110710 N 0530.0 0109 1,072.50 120810 N 0532.0 0117 28.14 010411 N 0604.0 0120 1,401.65 010511 N 0609.0 0124 1,546.17 010811 N 0613.0 0176 1,686.25 011811 N 0751.0 0214 752.85 021411 N 0811.0 0215 4,986.22 021511 N 0812.0 0216 508.23 021611 N 0813.0 0224 1,980.00 021711 N 0836.0 0225 17,215.00 030611 N 0837.0 0228 2,013.00 020911 N 0840.0 0229 3,835.00 021711 N 0841.0 0230 595.87 021611 N 0842.0 0232 724.56 012911 N 0850.0 0233 314.93 013011 N 0851.0 0234 401.74 020111 N 0852.0 0235 1,571.54 020211 N 0853.0 0236 1,108.03 020311 N 0854.0 0237 266.27 020411 N 0855.0 0238 530.86 020711 N 0856.0 0239 433.34 020811 N 0857.0 0240 180.17 021111 N 0858.0 0241 1,033.35 021211 N 0859.0 0243 931.71 022811 N 0861.0 0244 2,816.92 022811 N 0862.0 0245 677.40 030111 N 0863.0 0246 682.29 030111 N 0864.0 0247 1,078.00 021111 N 0845.0 0248 2,974.86 030111 N 0865.0 0249 1,962.56 030211 N 0866.0 0250 1,711.08 030111 N 0867.0 0251 968.97 030311 N 0868.0 0253 1,352.01 030311 N 0870.0 0254 677.09 030411 N 0871.0 0255 2,328.82 030411 N 0872.0 0256 594.40 030511 N 0873.0 0257 2,439.50 030511 N 0874.0 0277 2,262.84 041111 N 0967.0 0278 2,262.84 041211 N 0968.0 0279 2,828.55 041311 N 0969.0 0280 3,394.27 041411 N 0970.0 0281 3,394.27 041511 N 0971.0 043 0001 500,000.00 E.W. @ L.S.(+) 042211 N 0000 0 054 0001 660,000.00 E.W. @ L.S.(+) 042811 N 0000 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 05/23/11 EST. NO.12 TIME 02:18 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1,259,010.89 TOTAL THIS ESTIMATE 4,444,564.00 TOTAL PREVIOUS ESTIMATE 5,703,574.89 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 05/23/11 EST. NO.12 TIME 02:18 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 LOCATION PROGRESS ESTIMATE 04-SF-101-8.8/9.2 ----------------- R & L BROSAMER, INC IN THE CITY AND COUNTY OF SAN 1777 OAKLAND BLVD, SUITE 300 FRANCISCO FROM 1.3 MILE TO 0.3 MILE WALNUT CREEK CA 94596 SOUTH OF THE ROUTE 1/101 SEPARATION FED. AID NO. SARR-Q101(153)E ,A-Q101(153)E CONSTRUCT TUNNNEL ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 1.000 250.00 7.000 1,750.00 03 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,420,000.00 29.000 116,000.00 341.000 1,364,000.00 04 TEMPORARY FENCE (TYPE CL-6) LF 9.0000 183,600.00 958.000 8,622.00 05 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 15.0000 252,000.00 6,342.000 95,130.00 06 TEMPORARY REINFORCED SILT FENCE LF 8.0000 6,000.00 80.000 640.00 07 TEMPORARY FENCE (TYPE ESA) LF 2.0000 7,320.00 216.000 432.00 08 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.050 1,750.00 0.750 26,250.00 09 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 10 TEMPORARY TIRE WASH SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 0.950 95,000.00 11 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 150,000.0000 150,000.00 1.000 150,000.00 EXCAVATION DEWATERING 12 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 49,600.00 1,420.000 5,680.00 13 TEMPORARY FIBER ROLL LF 6.0000 7,800.00 16,745.000 100,470.00 14 TEMPORARY SILT FENCE LF 4.0000 2,000.00 7,665.000 30,660.00 15 TEMPORARY GRAVEL BAG BERM LF 4.0000 28,800.00 17,356.000 69,424.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 3.000 8,400.00 17 TEMPORARY COVER SQYD 3.0000 14,250.00 48,323.000 144,969.00 18 TEMPORARY CHECK DAM LF 10.0000 2,500.00 248.000 2,480.00 19 MOVE-IN/MOVE-OUT EA 700.0000 6,300.00 11.000 7,700.00 (TEMPORARY EROSION CONTROL) 20 TEMPORARY DRAINAGE INLET PROTECTION EA 290.0000 7,830.00 74.000 21,460.00 21 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 23,800.00 20,159.000 20,159.00 93,267.000 93,267.00 (BONDED FIBER MATRIX) 22 STREET SWEEPING LS 100,000.0000 100,000.00 0.060 6,000.00 0.700 70,000.00 PROGRAM CAS145 PAGE 2 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 37,700.0000 37,700.00 0.100 3,770.00 0.700 26,390.00 24 CONFINEMENT SYSTEM SQYD 20.0000 9,200.00 0.000 0.00 25 SURVEY OF EXISTING NON-HIGHWAY LS 100,000.0000 100,000.00 0.050 5,000.00 0.470 47,000.00 FACILITIES 26 VIBRATION MONITORING LS 150,000.0000 150,000.00 0.062 9,300.00 0.744 111,600.00 27 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.250 6,250.00 28 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 29 TRAFFIC MANAGEMENT PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 30 TEMPORARY ACCESS PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 31 TYPE III BARRICADE EA 150.0000 33,000.00 85.000 12,750.00 32 TEMPORARY CHAIN LINK GATE EA 1,500.0000 13,500.00 14.000 21,000.00 33 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.000 0.00 34 TEMPORARY RAILING (TYPE K) LF 15.0000 39,750.00 2,980.000 44,700.00 35 TEMPORARY TRAFFIC SCREEN LF 10.0000 23,200.00 2,160.000 21,600.00 36 SOUND CONTROL AND MONITORING LS 50,000.0000 50,000.00 0.062 3,100.00 0.746 37,300.00 37 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 1,100.00 0.000 0.00 (HAZARDOUS WASTE) 38 ABANDON CULVERT LF 15.0000 8,250.00 65.000 975.00 39 ABANDON INLET EA 1,100.0000 11,000.00 3.000 3,300.00 40 ABANDON MANHOLE EA 1,500.0000 4,500.00 0.000 0.00 41 REMOVE FENCE LF 5.0000 28,850.00 90.000 450.00 42 REMOVE BARRIER LF 15.0000 57,000.00 0.000 0.00 43 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 2,670.00 0.000 0.00 44 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,995.00 0.000 0.00 45 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,920.00 0.000 0.00 46 REMOVE PAVEMENT MARKER EA 1.0000 1,500.00 0.000 0.00 47 REMOVE ROADSIDE SIGN EA 100.0000 5,300.00 0.000 0.00 48 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 0.000 0.00 49 REMOVE CULVERT LF 23.0000 19,320.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE INLET EA 960.0000 2,880.00 0.000 0.00 51 REMOVE MANHOLE EA 1,600.0000 1,600.00 0.000 0.00 52 REMOVE RETAINING WALL (PORTION) LF 75.0000 61,500.00 0.000 0.00 53 ADJUST INLET LF 1,700.0000 8,160.00 0.000 0.00 54 ADJUST MANHOLE TO GRADE EA 3,100.0000 18,600.00 0.000 0.00 55 MODIFY INLET TO MANHOLE EA 1,800.0000 3,600.00 2.000 3,600.00 56 MODIFY MANHOLE TO INLET EA 1,800.0000 1,800.00 0.000 0.00 57 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 4,260.00 0.000 0.00 58 CAP INLET EA 1,200.0000 19,200.00 0.000 0.00 59 CAP MANHOLE EA 1,300.0000 2,600.00 0.000 0.00 60 REMOVE CRASH CUSHION EA 1,500.0000 3,000.00 0.000 0.00 61 BRIDGE REMOVAL (STAGE 1) LS 250,000.0000 250,000.00 0.000 0.00 62 BRIDGE REMOVAL (STAGE 2) LS 500,000.0000 500,000.00 0.000 0.00 63 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 64 ROADWAY EXCAVATION CY 10.0000 445,000.00 16,120.000 161,200.00 65 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 66 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURING ASBESTOS) 67 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURRING ASBESTOS) 68 STRUCTURE EXCAVATION (TUNNEL) CY 36.5000 2,372,500.00 65,000.000 2,372,500.00 69 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 29,300.00 1,465.000 29,300.00 F) 70 STRUCTURE EXCAVATION (SERPENTINE) CY 100.0000 630,000.00 6,300.000 630,000.00 71 STRUCTURE EXCAVATION (ROCK) CY 40.0000 863,600.00 21,590.000 863,600.00 72 STRUCTURE EXCAVATION (RETAINING WALL) CY 65.0000 305,370.00 3,050.000 198,250.00 3,220.000 209,300.00 F) 73 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 25.0000 101,250.00 600.000 15,000.00 3,550.000 88,750.00 74 STRUCTURE EXCAVATION (TIEBACK WALL) CY 25.0000 54,500.00 167.000 4,175.00 2,180.000 54,500.00 F) 75 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 26,550.00 0.000 0.00 F) 76 STRUCTURE BACKFILL (TUNNEL) CY 45.0000 9,675.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (SLURRY CEMENT) CY 74.0000 72,890.00 0.000 0.00 F) 78 STRUCTURE BACKFILL CY 70.0000 399,000.00 0.000 0.00 F) (LIGHTWEIGHT AGGREGATE) 79 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 167,040.00 0.000 0.00 F) 80 STRUCTURE BACKFILL (TIEBACK WALL) CY 40.0000 23,200.00 0.000 0.00 F) 81 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 7,500.00 0.000 0.00 F) 82 SAND BACKFILL CY 450.0000 15,300.00 0.000 0.00 83 CONCRETE BACKFILL CY 125.0000 321,250.00 2,569.700 321,212.50 F) 84 LEAN CONCRETE BACKFILL CY 125.0000 266,250.00 2,130.600 266,325.00 F) 85 DITCH EXCAVATION CY 75.0000 30,000.00 0.000 0.00 86 TUNNEL EXCAVATION MONITORING LS 75,000.0000 75,000.00 0.800 60,000.00 87 IMPORTED BORROW CY 8.0000 251,200.00 0.000 0.00 88 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 60.0000 654,000.00 0.000 0.00 89 LIGHTWEIGHT FILL CY 77.0000 1,016,400.00 0.000 0.00 (EXPANDED POLYSTYRENE BLOCKS) 90 GEOMEMBRANE (GASOLINE RESISTANT) SQYD 20.0000 220,000.00 0.000 0.00 91 IMPORTED TOPSOIL CY 60.0000 37,800.00 0.000 0.00 92 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 63,000.00 0.000 0.00 93 FIBER ROLLS LF 5.0000 85,000.00 0.000 0.00 94 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 0.000 0.00 95 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 40,500.00 0.000 0.00 96 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 135,000.00 0.000 0.00 (NETTING) 97 WATER METER EA 10,000.0000 10,000.00 0.000 0.00 98 8" CORRUGATED HIGH DENSITY LF 65.0000 15,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 99 CLASS 3 AGGREGATE SUBBASE CY 95.0000 1,900.00 0.000 0.00 00 CLASS 4 AGGREGATE SUBBASE CY 45.0000 118,350.00 0.000 0.00 01 CLASS 2 AGGREGATE BASE CY 65.0000 694,200.00 10,680.000 694,200.00 F) 02 CLASS 3 AGGREGATE BASE CY 50.0000 710,000.00 2,659.000 132,950.00 03 LEAN CONCRETE BASE CY 150.0000 586,500.00 1,295.000 194,250.00 1,679.000 251,850.00 F) PROGRAM CAS145 PAGE 5 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALT TREATED PERMEABLE BASE CY 130.0000 71,500.00 0.000 0.00 05 HOT MIX ASPHALT TON 90.0000 1,746,000.00 0.000 0.00 06 PAVING ASPHALT (BINDER-PAVEMENT TON 1,000.0000 3,000.00 0.000 0.00 REINFORCING FABRIC) 07 PAVEMENT REINFORCING FABRIC SQYD 2.0000 4,400.00 0.000 0.00 08 DATA CORE LS 25,000.0000 25,000.00 0.000 0.00 09 TACK COAT TON 650.0000 27,300.00 0.000 0.00 10 CONTINUOUSLY REINFORCED CONCRETE CY 310.0000 564,200.00 0.000 0.00 PAVEMENT 11 CONTINUOUSLY REINFORCED CONCRETE LF 180.0000 95,400.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE C) 12 CONTINUOUSLY REINFORCED CONCRETE LF 30.0000 1,800.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 13 CONTINUOUSLY REINFORCED CONCRETE LF 110.0000 26,400.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 14 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 7,200.00 0.000 0.00 PAVEMENT (EXPANSION JOINT) 15 CONCRETE PAVEMENT CY 170.0000 158,100.00 0.000 0.00 16 GRIND EXISTING CONCRETE SQYD 15.0000 3,600.00 0.000 0.00 PAVEMENT 17 18" DRILLED HOLE LF 60.0000 90,600.00 1,503.900 90,234.00 18 24" DRILLED HOLE LF 97.0000 29,585.00 307.700 29,846.90 19 30" DRILLED HOLE LF 152.0000 3,845,600.00 25,300.800 3,845,721.60 20 STEEL SOLDIER PILE (2 - MC 18 X 42.7) LF 59.0000 62,540.00 1,060.000 62,540.00 21 STEEL SOLDIER PILE (W 8 X 48) LF 27.0000 42,606.00 0.000 0.00 22 STEEL SOLDIER PILE (W 14 X 99) LF 57.0000 49,932.00 680.000 38,760.00 23 STEEL SOLDIER PILE (W 18 X 65) LF 45.0000 614,250.00 6,519.500 293,377.50 24 STEEL SOLDIER PILE (W 18 X 86) LF 44.0000 10,208.00 2,273.000 100,012.00 25 STEEL SOLDIER PILE (W 18 X 119) LF 61.0000 89,365.00 329.600 20,105.60 26 STEEL SOLDIER PILE (W 21 X 201) LF 120.0000 1,308,000.00 10,900.000 1,308,000.00 27 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 249,860.00 602.000 78,260.00 2,033.000 264,290.00 28 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 1,157,000.00 6,808.000 885,040.00 29 TIEBACK ANCHOR EA 1,500.0000 510,000.00 39.000 58,500.00 340.000 510,000.00 30 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 28,750.00 157.000 39,250.00 157.000 39,250.00 F) PROGRAM CAS145 PAGE 6 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 247,000.00 101.000 65,650.00 101.000 65,650.00 F) 32 STRUCTURAL CONCRETE (TUNNEL INVERT SLAB) CY 275.0000 3,484,250.00 830.000 228,250.00 830.000 228,250.00 F) 33 STRUCTURAL CONCRETE (TUNNEL WALL) CY 230.0000 885,500.00 0.000 0.00 F) 34 STRUCTURAL CONCRETE, RETAINING WALL CY 230.0000 886,650.00 26.000 5,980.00 F) 35 STRUCTURAL CONCRETE (TUNNEL ROOF SLAB) CY 250.0000 1,965,000.00 0.000 0.00 F) 36 STRUCTURAL CONCRETE (SLAB ON PILE) CY 220.0000 10,120.00 0.000 0.00 F) 37 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 190,800.00 0.000 0.00 38 ANTI-GRAFFITI COATING SQFT 1.0000 124,000.00 0.000 0.00 F) 39 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 5.0000 125,000.00 0.000 0.00 F) 40 ARCHITECTURAL TEXTURE SQFT 10.0000 22,000.00 0.000 0.00 F) (LIGHT BOARD FINISH) 41 DRILL AND BOND DOWEL LF 15.0000 12,000.00 55.000 825.00 1,344.000 20,160.00 42 JOINT SEAL (MR 1/2") LF 25.0000 1,500.00 0.000 0.00 43 JOINT SEAL (MR 1 1/2") LF 50.0000 6,850.00 0.000 0.00 44 JOINT SEAL (TYPE AL) LF 40.0000 156,000.00 0.000 0.00 45 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 115,500.00 78,501.000 54,950.70 107,698.000 75,388.60 F) 46 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 661,440.00 11,527.000 9,221.60 334,546.000 267,636.80 F) 47 BAR REINFORCING STEEL (SLAB ON PILE) LB 1.0000 9,700.00 0.000 0.00 F) 48 BAR REINFORCING STEEL (TUNNEL) LB 0.4000 2,532,000.00 362,038.000 144,815.20 362,038.000 144,815.20 F) 49 SHOTCRETE CY 320.0000 672,000.00 1,581.000 505,920.00 2,520.000 806,400.00 F) 50 ASPHALT MEMBRANE WATERPROOFING SQFT 8.0000 62,400.00 0.000 0.00 F) 51 WATERPROOFING SYSTEM SQFT 8.0000 600,000.00 58,804.000 470,432.00 66,304.000 530,432.00 F) (TUNNEL INVERT SLAB) 52 WATERPROOFING SYSTEM SQFT 8.0000 504,000.00 23,088.000 184,704.00 36,738.000 293,904.00 F) (TUNNEL WALL) 53 WATERPROOFING SYSTEM (TUNNEL ROOF SLAB) SQFT 9.0000 585,000.00 0.000 0.00 F) 54 STRUCTURAL STEEL (RETAINING WALL) LB 1.0000 2,230,000.00 402,600.000 402,600.00 F) 55 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 0.000 0.00 (0.063"-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 0.000 0.00 (0.080"-UNFRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,125.00 0.000 0.00 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 750.00 0.000 0.00 (0.080"-FRAMED) 59 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 33,000.00 0.000 0.00 (SIGN FOUNDATION) 60 ROADSIDE SIGN - ONE POST EA 150.0000 2,250.00 0.000 0.00 61 ROADSIDE SIGN - TWO POST EA 200.0000 1,000.00 0.000 0.00 62 TIMBER LAGGING MFBM 2,000.0000 400,000.00 0.000 0.00 63 12" ALTERNATIVE PIPE CULVERT LF 60.0000 18,600.00 0.000 0.00 64 18" ALTERNATIVE PIPE CULVERT LF 50.0000 198,000.00 2,420.000 121,000.00 65 24" ALTERNATIVE PIPE CULVERT LF 70.0000 62,300.00 0.000 0.00 66 36" ALTERNATIVE PIPE CULVERT LF 140.0000 13,440.00 0.000 0.00 67 8" PLASTIC PIPE LF 30.0000 5,700.00 0.000 0.00 68 3" SLOTTED PLASTIC PIPE LF 60.0000 42,000.00 0.000 0.00 69 4" SLOTTED HDPE PIPE UNDERDRAIN LF 30.0000 105,600.00 3,520.000 105,600.00 F) 70 4" UNSLOTTED HDPE PIPE UNDERDRAIN LF 30.0000 39,300.00 1,310.000 39,300.00 F) 71 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 51,300.00 0.000 0.00 72 3" PERFORATED PLASTIC PIPE (EDGE DRAIN) LF 20.0000 13,000.00 0.000 0.00 73 3" PLASTIC PIPE (EDGE DRAIN) LF 100.0000 1,000.00 0.000 0.00 74 GEOCOMPOSITE DRAIN SQFT 1.0000 132,800.00 13,251.000 13,251.00 61,613.000 61,613.00 F) 75 FILTER FABRIC SQYD 1.0000 83,700.00 0.000 0.00 76 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 32.0000 6,400.00 0.000 0.00 77 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 3,200.00 0.000 0.00 (.079" THICK) 78 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 16,890.00 0.000 0.00 79 MINOR CONCRETE (CURB) CY 800.0000 41,600.00 0.000 0.00 80 MINOR CONCRETE (MISCELLANEOUS CY 800.0000 62,400.00 0.000 0.00 CONSTRUCTION) 81 MINOR CONCRETE (GUTTER) LF 30.0000 28,380.00 0.000 0.00 F) 82 MINOR CONCRETE (SIDEWALK) CY 600.0000 10,200.00 0.000 0.00 83 MINOR CONCRETE (CURB, SIDEWALK AND CY 600.0000 216,000.00 0.000 0.00 CURB RAMP) 84 MISCELLANEOUS IRON AND STEEL LB 2.5000 62,330.00 0.000 0.00 F) PROGRAM CAS145 PAGE 8 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 2,380.00 0.000 0.00 F) 86 MISCELLANEOUS METAL (TUNNEL) LB 4.0000 482,800.00 0.000 0.00 F) 87 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 25.0000 25,000.00 0.000 0.00 F) 88 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 1,750.00 0.000 0.00 89 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 25.0000 7,250.00 0.000 0.00 F) 90 ARCHITECTURAL FENCE LF 75.0000 89,550.00 0.000 0.00 F) 91 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0.00 92 CONCRETE BARRIER (TYPE K) LF 9.0000 81,900.00 0.000 0.00 93 QUICKCHANGE MOVEABLE BARRIER LS 300,000.0000 300,000.00 0.020 6,000.00 94 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 0.000 0.00 95 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 96 CALIFORNIA ST-10 BRIDGE RAIL LF 175.0000 481,600.00 0.000 0.00 F) (WALL MOUNTED) (MODIFIED) 97 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 350.0000 129,850.00 0.000 0.00 F) (TYPE B) 98 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 250.0000 246,250.00 0.000 0.00 F) 99 SAFETY RAILING (TYPE A) LF 50.0000 9,500.00 0.000 0.00 F) 00 SAFETY RAILING (TYPE B) LF 50.0000 8,500.00 0.000 0.00 F) 01 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,494.00 0.000 0.00 02 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 550.00 0.000 0.00 03 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,710.00 0.000 0.00 04 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 31,750.00 0.000 0.00 05 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 4,200.00 0.000 0.00 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,000.00 0.000 0.00 07 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 08 SIGNAL AND LIGHTING (TEMPORARY) LS 150,000.0000 150,000.00 0.350 52,500.00 0.350 52,500.00 09 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.300 60,000.00 0.300 60,000.00 10 LIGHTING (PARKING LOT) LS 50,000.0000 50,000.00 0.000 0.00 11 LIGHTING (DETOUR) LS 50,000.0000 50,000.00 0.650 32,500.00 0.650 32,500.00 PROGRAM CAS145 PAGE 9 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.000 0.00 13 HIGH VOLTAGE CONDUIT LS 75,000.0000 75,000.00 0.000 0.00 14 MAINTENANCE CAMERA SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 15 TRAFFIC OPERATIONS SYSTEM LS 1100,000.0000 1,100,000.00 0.000 0.00 16 INTEGRATED CAMERA UNIT EA 15,000.0000 30,000.00 0.000 0.00 17 CAMERA CONTROL UNIT EA 10,000.0000 20,000.00 0.000 0.00 18 POWER STRIP EA 25,000.0000 50,000.00 0.000 0.00 19 GENERAL PACKET RADIO SYSTEM (GPRS) EA 25,000.0000 50,000.00 0.000 0.00 WIRELESS MODEM 20 BATTERY SUBSTATION AND TUNNEL WORK LS 1500,000.0000 1,500,000.00 0.000 0.00 21 RADIO REBROADCAST SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 22 TUNNEL TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 23 TUNNEL LIGHTING LS 250,000.0000 250,000.00 0.000 0.00 24 GROUNDING, CONDUITS EMBBED IN LS 1000,000.0000 1,000,000.00 0.200 200,000.00 0.400 400,000.00 STRUCTURES 25 TUNNEL FIRE PROTECTION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 26 ROADWAY DRAINAGE SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 27 BUILDING WORK LS 200,000.0000 200,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 02:18 PM ESTIMATE NO. 12 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,786,033.50 20,099,593.70 ADJUSTMENT OF COMPENSATION 0.00 145,717.20 EXTRA WORK 1,259,010.89 5,557,857.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,045,044.39 25,803,168.59 28 MOBILIZATION LS 5600,000.0000 5,600,000.00 0.050 280,000.00 1.000 5,600,000.00 ORIGINAL CONTRACT AMOUNT 57,712,535.00 TOTAL WORK COMPLETED 4,325,044.39 31,403,168.59 MATERIALS ON HAND ON SITE 9,157,376.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,325,044.39 40,560,544.59 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 04/08/10 725 04/19/10 04/19/10 05/30/12 335 0 13 27 48% 42% PROGRESS IS SATISFACTORY YAN, ANDREW RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/11