PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/22/11 EST. NO.06 TIME 01:47 PM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- 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 0038 273.84 E.W. @ F.A.(+) 061411 N 0077 0 0039 540.88 062111 N 0078 0 0042 431.77 052211 N 0085 0 0043 4,597.80 050611 N 0082-2 0044 867.61 060611 N 0083-2 0045 6,251.72 060711 N 0084-2 0046 1,457.59 061011 N 0086-2 003 0006 945.64 E.W. @ F.A.(+) 060311 N 0076 0 15,366.85 TOTAL THIS ESTIMATE 229,774.01 TOTAL PREVIOUS ESTIMATE 245,140.86 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/22/11 EST. NO.06 TIME 01:47 PM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEFICIENCIES -290,089.71 05 SWPPP DEFCIENCIES 290,089.71 06 290,089.71 0.00 LABOR COMPLIANCE VIOLATION O/S PRS APRIL 2011 -2,000.00 04 PRTL RECD APR 11 CP 1,000.00 05 DEL MAY 2011 CPR -4,000.00 05 REC'D MAY'11 CPR -10,000.00 06 -10,000.00 -15,000.00 TOTAL DEDUCTIONS 280,089.71 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 11-SD-805-26.5/28.9 ----------------- DIABLO CONTRACTORS INC IN SAN DIEGO COUNTY IN SAN DIEGO ON 7 CROW CANYON COURT SUITE 100 ROUTE 805 FROM 0.3 KM SOUTH OF SAN RAMON CA 94583 SOLEDAD CANYON BRIDGE AND OVERHEAD TO 0.6 KM NORTH OF ROUTE 5/805 SEPARATION ON ROUTE 5 FED. AID NO. ARRA-805 (610)N ,L-805 (610)N CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD LS 1900,000.0000 1,900,000.00 0.053 100,700.00 0.203 385,700.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 5,550.00 150.000 2,250.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 18,600.00 1,280.160 12,801.60 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.053 265.00 0.203 1,015.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.021 105.00 0.581 2,905.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 6.0000 85,800.00 969.820 5,818.92 4,101.320 24,607.92 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 15,500.00 3.000 1,500.00 4.000 2,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 27,000.00 1.000 1,000.00 11.000 11,000.00 10 TEMPORARY CHECK DAM M 7.0000 18,270.00 137.000 959.00 11 TEMPORARY STRAW BALE BARRIER M 25.0000 24,750.00 1,030.200 25,755.00 12 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 1.000 1,000.00 1.000 1,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 22,500.00 5.000 750.00 34.000 5,100.00 14 TEMPORARY HYDRAULIC MULCH M2 0.3000 93,600.00 10,424.520 3,127.36 10,424.520 3,127.36 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 20,000.0000 20,000.00 0.053 1,060.00 0.203 4,060.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.050 500.00 0.200 2,000.00 17 RAIN EVENT ACTION PLAN EA 200.0000 13,800.00 5.000 1,000.00 18 STORM WATER ANNUAL REPORT EA 200.0000 800.00 0.000 0.00 19 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,600.00 0.000 0.00 20 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.021 420.00 0.481 9,620.00 21 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.053 7,950.00 0.203 30,450.00 22 TYPE III BARRICADE EA 150.0000 300.00 2.000 300.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 4,250.00 11.700 292.50 24 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 7,500.00 10,451.630 6,270.98 25 TRAFFIC PLASTIC DRUM EA 45.0000 9,000.00 15.000 675.00 130.000 5,850.00 26 TEMPORARY PAVEMENT MARKER EA 3.0000 8,400.00 15.000 45.00 27 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 30,000.00 0.600 3,000.00 1.215 6,075.00 28 TEMPORARY RAILING (TYPE K) M 17.0000 214,200.00 2,226.900 37,857.30 8,220.380 139,746.46 29 TEMPORARY CRASH CUSHION MODULE EA 200.0000 46,000.00 14.000 2,800.00 93.000 18,600.00 30 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 32,500.00 1.000 2,500.00 7.000 17,500.00 31 ABANDON IRRIGATION CROSSOVER EA 200.0000 200.00 0.000 0.00 32 ABANDON CULVERT EA 200.0000 1,800.00 1.000 200.00 33 ABANDON INLET EA 200.0000 1,200.00 0.000 0.00 34 REMOVE THRIE BEAM BARRIER M 12.0000 57,240.00 918.800 11,025.60 3,689.000 44,268.00 35 REMOVE METAL BEAM GUARD RAILING M 12.0000 10,800.00 11.400 136.80 674.600 8,095.20 36 REMOVE TRAFFIC STRIPE M 1.0000 34,100.00 6,749.000 6,749.00 20,246.166 20,246.17 37 REMOVE PAVEMENT MARKING M2 14.0000 2,100.00 12.990 181.86 38 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 10.000 1,000.00 50.000 5,000.00 39 REMOVE SIGN STRUCTURE EA 1,500.0000 12,000.00 4.000 6,000.00 40 REMOVE CULVERT M 50.0000 21,500.00 38.000 1,900.00 46.500 2,325.00 41 REMOVE INLET EA 500.0000 8,000.00 2.000 1,000.00 42 REMOVE HEADWALL EA 1,000.0000 1,000.00 0.000 0.00 43 REMOVE RETAINING WALL (PORTION) LS 6,530.0000 6,530.00 0.000 0.00 44 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 8,700.00 0.000 0.00 45 RESET ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 0.000 0.00 47 MODIFY INLET EA 800.0000 3,200.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 23,900.00 911.920 4,559.60 911.920 4,559.60 49 REMOVE CONCRETE M3 100.0000 29,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 80.0000 18,400.00 0.000 0.00 51 CAP RISER EA 200.0000 400.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,500.0000 72,500.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,500.0000 45,500.00 0.100 4,550.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 17,600.0000 17,600.00 0.000 0.00 55 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.900 270,000.00 56 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 57 ROADWAY EXCAVATION M3 11.0000 1,430,000.00 7,500.000 82,500.00 38,448.967 422,938.64 58 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 59 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 186,840.00 32.000 1,280.00 1,475.000 59,000.00 F) 60 STRUCTURE EXCAVATION (CRIB WALL) M3 30.0000 6,150.00 0.000 0.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 182,000.00 380.000 15,200.00 956.500 38,260.00 F) 62 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 13.0000 38,220.00 0.000 0.00 F) 63 STRUCTURE BACKFILL (BRIDGE) M3 24.0000 102,360.00 182.000 4,368.00 F) 64 STRUCTURE BACKFILL (CRIB WALL) M3 30.0000 5,700.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 36.0000 196,740.00 555.000 19,980.00 924.000 33,264.00 F) 66 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 24.0000 6,480.00 0.000 0.00 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 20.0000 8,080.00 0.000 0.00 F) WALL) 68 GEOSYNTHETIC REINFORCED EMBANKMENT M2 150.0000 555,000.00 0.000 0.00 F) 69 SAND BACKFILL M3 20.0000 2,200.00 0.000 0.00 70 DITCH EXCAVATION M3 30.0000 25,500.00 0.000 0.00 71 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 72 ROCK BLANKET M2 55.0000 59,400.00 0.000 0.00 73 ROCK MULCH M2 25.0000 39,250.00 0.000 0.00 74 DUFF M2 10.0000 49,700.00 0.000 0.00 75 EROSION CONTROL (TYPE D) M2 0.5000 17,750.00 0.000 0.00 76 EROSION CONTROL (NETTING) M2 1.0000 640.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS M 6.0000 57,300.00 0.000 0.00 78 EROSION CONTROL HYDRAULIC MULCH M2 0.4000 17,400.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 79 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0.00 80 DRAINAGE INLET PROTECTION EA 150.0000 1,200.00 0.000 0.00 (EROSION CONTROL) 81 CHECK DAM (EROSION CONTROL) M 7.0000 3,780.00 0.000 0.00 82 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 83 IRRIGATION SYSTEM LS 155,000.0000 155,000.00 0.000 0.00 84 75 MM WATER SUPPLY LINE (BRIDGE) M 100.0000 7,400.00 0.000 0.00 F) 85 WATER METER EA 50,000.0000 150,000.00 0.000 0.00 86 200 MM CORRUGATED HIGH DENSITY M 120.0000 21,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 87 FINISHING ROADWAY LS 55,000.0000 55,000.00 0.000 0.00 88 CLASS 2 AGGREGATE BASE M3 14.0000 355,600.00 24.000 336.00 1,577.200 22,080.80 89 AGGREGATE BASE (APPROACH SLAB) M3 50.0000 900.00 11.020 551.00 90 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,200.0000 5,500.00 0.000 0.00 91 HOT MIX ASPHALT TONN 90.0000 2,241,000.00 551.930 49,673.70 1,845.650 166,108.50 92 HOT MIX ASPHALT (TYPE A) TONN 100.0000 192,000.00 405.030 40,503.00 405.030 40,503.00 93 MINOR HOT MIX ASPHALT TONN 115.0000 70,150.00 128.150 14,737.25 128.150 14,737.25 94 DATA CORE LS 8,000.0000 8,000.00 0.000 0.00 95 PLACE HOT MIX ASPHALT DIKE M 14.5000 25,375.00 0.000 0.00 96 PLACE HOT MIX ASPHALT M2 15.5000 18,755.00 317.000 4,913.50 317.000 4,913.50 (MISCELLANEOUS AREA) 97 TACK COAT TONN 750.0000 18,000.00 0.720 540.00 0.720 540.00 98 CONCRETE PAVEMENT M3 170.0000 1,836,000.00 309.620 52,635.40 1,461.390 248,436.30 99 CONCRETE PAVEMENT M3 400.0000 52,000.00 125.370 50,148.00 125.370 50,148.00 (RAPID STRENGTH CONCRETE) 00 RAPID STRENGTH CONCRETE BASE M3 400.0000 52,000.00 125.370 50,148.00 125.370 50,148.00 01 SEAL PAVEMENT JOINT M 4.2000 82,320.00 2,438.000 10,239.60 2,438.000 10,239.60 02 SEAL LONGITUDINAL ISOLATION JOINT M 9.0000 56,610.00 821.000 7,389.00 821.000 7,389.00 03 GRIND EXISTING CONCRETE M2 5.0000 182,000.00 10,394.550 51,972.75 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 55,700.00 557.000 55,700.00 557.000 55,700.00 05 DRIVE STEEL PILE (HP 250 X 85) EA 1,700.0000 81,600.00 48.000 81,600.00 48.000 81,600.00 06 2.6 M PERMANENT STEEL CASING M 1,740.0000 480,240.00 14.500 25,230.00 60.000 104,400.00 07 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 370.0000 561,660.00 0.000 0.00 PILING 08 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 234,500.00 0.000 0.00 PILING 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 2,307,000.00 122.450 367,350.00 236.050 708,150.00 PILING 10 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 166,060.00 0.000 0.00 PILING 11 PRESTRESSING CAST-IN-PLACE CONCRETE LS 900,000.0000 900,000.00 0.000 0.00 12 TIEBACK ANCHOR EA 4,000.0000 184,000.00 0.000 0.00 13 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 260.0000 217,100.00 33.000 8,580.00 265.000 68,900.00 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 8,767,200.00 203.000 131,950.00 508.000 330,200.00 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 1,769,500.00 175.750 87,875.00 249.650 124,825.00 F) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 65,650.00 0.000 0.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 20,540.00 23.330 3,032.90 45.360 5,896.80 (TYPE R) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 1,950.00 0.000 0.00 F) (TYPE N MODIFIED) 19 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,100.0000 5,500.00 0.000 0.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 313,500.00 2.540 2,794.00 13.820 15,202.00 F) 21 PAVING NOTCH EXTENSION M3 3,000.0000 15,000.00 0.560 1,680.00 1.020 3,060.00 22 ARCHITECTURAL TREATMENT M2 50.0000 134,100.00 297.000 14,850.00 297.000 14,850.00 F) (RANDOM FLUTE TEXTURE) 23 ANTI-GRAFFITI COATING M2 10.0000 1,000.00 0.000 0.00 F) 24 ARCHITECTURAL TREATMENT M2 300.0000 30,000.00 0.000 0.00 F) (COBBLESTONE TEXTURE) 25 DRILL AND BOND DOWEL M 90.0000 153,720.00 0.000 0.00 26 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.0000 17,108.00 0.000 0.00 27 FURNISH 760 MM PRECAST PRESTRESSED EA 7,000.0000 217,000.00 0.000 0.00 CONCRETE STRUT (13 M - 18 M) 28 ERECT 760 MM PRECAST PRESTRESSED EA 1,000.0000 31,000.00 0.000 0.00 CONCRETE STRUT (13 M - 18 M) 29 JACKING SUPERSTRUCTURE LS 50,000.0000 50,000.00 0.000 0.00 30 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 200.0000 14,800.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL ASSEMBLY (MR 100 MM) M 490.0000 12,250.00 0.000 0.00 32 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,600.0000 81,600.00 0.000 0.00 33 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,600.0000 65,000.00 0.000 0.00 34 JOINT SEAL (MR 40 MM) M 180.0000 22,500.00 0.000 0.00 35 JOINT SEAL (MR 25 MM) M 100.0000 1,400.00 0.000 0.00 36 JOINT SEAL (MR 50 MM) M 240.0000 14,160.00 0.000 0.00 37 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 5,657,345.00 122,413.000 208,102.10 267,779.530 455,225.20 F) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,224,958.80 22,147.000 37,649.90 37,299.000 63,408.30 F) 39 HEADED BAR REINFORCEMENT EA 20.0000 3,800.00 0.000 0.00 F) 40 SHOTCRETE M3 468.0000 191,880.00 0.000 0.00 F) 41 WEATHERING STEEL SCONCE EA 1,000.0000 12,000.00 0.000 0.00 F) 42 WEATHERING STEEL PLATE EA 500.0000 23,500.00 0.000 0.00 F) 43 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 15,328.00 0.000 0.00 F) WITH WALKWAY) 44 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,874.00 0.000 0.00 F) WITH WALKWAY) 45 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 125,632.00 0.000 0.00 F) 46 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 15,704.00 0.000 0.00 F) 47 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 461,226.00 0.000 0.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 76,871.00 0.000 0.00 F) 49 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 3,400.00 0.000 0.00 F) STRUCTURE 50 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 19,280.00 0.000 0.00 F) WITHOUT WALKWAY) 51 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,820.00 0.000 0.00 F) WITHOUT WALKWAY) 52 FURNISH LAMINATED PANEL SIGN M2 200.0000 54,000.00 0.000 0.00 (25.4 MM-TYPE A) 53 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,000.00 0.000 0.00 (63.5 MM-TYPE H) 54 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,900.00 0.000 0.00 (1.6 MM-UNFRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,140.00 0.000 0.00 (2.0 MM-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 800.00 0.000 0.00 (1.6 MM-FRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 7,440.00 0.000 0.00 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 762 MM CAST IN DRILLED HOLE CONCRETE M 2,500.0000 10,000.00 0.000 0.00 PILE (SIGN FOUNDATION) 59 914 MM CAST IN DRILLED HOLE CONCRETE M 2,200.0000 81,400.00 0.000 0.00 PILE (SIGN FOUNDATION) 60 1524 MM CAST-IN-DRILLED-HOLE M 1,700.0000 103,700.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 61 METAL (RAIL MOUNTED SIGN) KG 10.0000 22,200.00 0.000 0.00 62 ROADSIDE SIGN-ONE POST EA 500.0000 2,000.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 63 ROADSIDE SIGN - ONE POST EA 200.0000 10,400.00 0.000 0.00 64 ROADSIDE SIGN - TWO POST EA 300.0000 3,600.00 0.000 0.00 65 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 8,400.00 0.000 0.00 METHOD) 66 FLUSH MOUNTED SIGN EA 500.0000 1,000.00 0.000 0.00 67 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 68 PREPARE AND STAIN CONCRETE M2 42.0000 4,200.00 0.000 0.00 69 STAIN ROCK M2 10.0000 47,700.00 0.000 0.00 70 STAIN CONCRETE M2 10.0000 2,700.00 0.000 0.00 71 200 MM ALTERNATIVE PIPE CULVERT M 120.0000 6,360.00 0.000 0.00 72 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 16,800.00 0.000 0.00 73 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 305,200.00 39.590 5,542.60 208.690 29,216.60 74 750 MM ALTERNATIVE PIPE CULVERT M 160.0000 3,520.00 0.000 0.00 75 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,600.00 0.000 0.00 76 450 MM HIGH DENSITY POLYETHLENE PIPE M 120.0000 3,000.00 0.000 0.00 TYPE S 77 600 MM HIGH DENSITY POLYETHLENE PIPE M 130.0000 14,300.00 0.000 0.00 TYPE S 78 750 MM HIGH DENSITY POLYETHLENE PIPE M 160.0000 19,840.00 0.000 0.00 TYPE S 79 900 MM HIGH DENSITY POLYETHLENE PIPE M 180.0000 5,580.00 0.000 0.00 TYPE S 80 1050 MM REINFORCED CONCRETE PIPE M 290.0000 11,890.00 0.000 0.00 "CLASS II - METHOD 1" 81 1200 MM REINFORCED CONCRETE PIPE M 600.0000 26,400.00 0.000 0.00 "CLASS II - METHOD 1" 82 1350 MM REINFORCED CONCRETE PIPE M 640.0000 108,800.00 0.000 0.00 "CLASS II - METHOD 1" 83 900 MM REINFORCED CONCRETE PIPE M 350.0000 7,000.00 0.000 0.00 "CLASS V SPECIAL - METHOD 2" 84 600 MM ALTERNATIVE PIPE DOWNDRAIN M 100.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 DRAINAGE INLET MARKER EA 100.0000 2,000.00 0.000 0.00 86 GRATED LINE DRAIN M 270.0000 35,100.00 0.000 0.00 87 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 28,400.00 0.000 0.00 88 900 MM PRECAST CONCRETE PIPE RISER M 300.0000 3,600.00 0.000 0.00 89 400 MM WATER MAIN M 240.0000 88,800.00 0.000 0.00 90 ABANDON WATER FACILITIES M 60.0000 11,400.00 0.000 0.00 91 PRESSURE REDUCING STATION AND TELEMETRY LS 104,660.0000 104,660.00 0.000 0.00 SYSTEM (WATER VALVES, LATERALS) 92 460 MM SEWER MAIN M 240.0000 21,840.00 0.000 0.00 93 305 MM VENT PIPE M 100.0000 8,400.00 70.100 7,010.00 94 914 MM STEEL CASING M 700.0000 55,300.00 0.000 0.00 95 MANHOLES 1500 MM X 900 MM EA 10,000.0000 30,000.00 0.000 0.00 96 ADJUST EXISTING GATE VALVE COVERS TO EA 1,000.0000 3,000.00 0.000 0.00 GRADE 97 FIRE HYDRANT EA 1,000.0000 1,000.00 0.000 0.00 98 SEWER DIVERSION PLAN LS 5,000.0000 5,000.00 0.000 0.00 99 400 MM BUTTERFLY VALVE EA 2,000.0000 6,000.00 0.000 0.00 00 300 MM BUTTERFLY VALVE EA 2,000.0000 4,000.00 0.000 0.00 01 ADJUST MANHOLE FRAME AND COVER TO GRADE EA 1,500.0000 4,500.00 0.000 0.00 02 MODIFY MANHOLE (100 MM X 900 MM) EA 5,000.0000 5,000.00 0.000 0.00 03 REMOVE MANHOLE EA 1,000.0000 1,000.00 0.000 0.00 04 ABANDON PRESSURE REDUCING STATION LS 5,000.0000 5,000.00 0.000 0.00 05 MINOR CONCRETE (BACKFILL) M3 120.0000 3,360.00 0.000 0.00 06 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 400.0000 60,000.00 0.000 0.00 07 CONCRETE (CHANNEL LINING) M3 400.0000 9,600.00 0.000 0.00 08 CONCRETE (CONCRETE APRON) M3 400.0000 2,400.00 0.000 0.00 09 SLOPE PAVING (CONCRETE) M3 690.0000 33,810.00 0.000 0.00 F) 10 ROCK SLOPE PROTECTION FABRIC M2 10.0000 2,600.00 0.000 0.00 11 MINOR CONCRETE (CURB) M 60.0000 32,220.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 141,000.00 0.000 0.00 CONSTRUCTION) 13 MINOR CONCRETE (GUTTER) M 130.0000 5,720.00 0.000 0.00 F) 14 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 99,200.00 0.000 0.00 15 MISCELLANEOUS IRON AND STEEL KG 1.0000 16,798.00 0.000 0.00 F) 16 ISOLATION CASING (3.3 M) KG 1.0000 11,400.00 0.000 0.00 F) 17 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 32,500.00 0.000 0.00 F) 18 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 48,000.00 0.000 0.00 F) 19 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 30,000.00 0.000 0.00 20 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,600.0000 3,200.00 0.000 0.00 21 DELINEATOR (CLASS 1) EA 35.0000 1,575.00 0.000 0.00 22 GUARD RAILING DELINEATOR EA 35.0000 665.00 0.000 0.00 23 CONCRETE BARRIER MARKER EA 35.0000 1,505.00 0.000 0.00 24 METAL BEAM GUARD RAILING M 99.0000 9,900.00 0.000 0.00 25 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 15,200.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE K) M 85.0000 4,335.00 0.000 0.00 27 PIPE HANDRAILING M 400.0000 10,800.00 0.000 0.00 28 TUBULAR PIPE HANDRAILING M 150.0000 273,600.00 0.000 0.00 F) 29 CONCRETE BARRIER (TYPE 26 MOD) M 400.0000 4,400.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 221,200.00 0.000 0.00 F) 31 CONCRETE BARRIER (TYPE 26A MODIFIED) M 528.0000 84,480.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 26A MODIFIED 2) M 576.0000 227,520.00 0.000 0.00 F) 33 CABLE RAILING M 77.0000 8,008.00 0.000 0.00 F) 34 TRANSITION RAILING (TYPE WB) EA 2,700.0000 8,100.00 0.000 0.00 35 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 0.000 0.00 36 CRASH CUSHION, SAND FILLED EA 380.0000 18,240.00 0.000 0.00 37 CRASH CUSHION (REACT 9CBB) EA 48,600.0000 145,800.00 1.000 48,600.00 1.000 48,600.00 38 CRASH CUSHION (REACT 4CBB) EA 37,500.0000 37,500.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE A) M 350.0000 135,800.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 60) M 180.0000 212,400.00 106.950 19,251.00 41 CONCRETE BARRIER (TYPE 60A) M 175.0000 10,500.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 60C) M 280.0000 470,400.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 60E) M 534.0000 122,820.00 0.000 0.00 44 CONCRETE BARRIER (TYPE 60E MODIFIED) M 576.0000 69,120.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60C MODIFIED) M 796.0000 56,516.00 0.000 0.00 F) 46 CONCRETE BARRIER (TYPE 736) M 200.0000 54,400.00 0.000 0.00 F) 47 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 115,200.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 736R) M 250.0000 17,750.00 0.000 0.00 F) 49 CONCRETE BARRIER (TYPE 736A MODIFIED) M 250.0000 5,000.00 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 742) M 300.0000 72,900.00 0.000 0.00 F) 51 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 14,700.00 0.000 0.00 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 33,100.00 0.000 0.00 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,560.00 0.000 0.00 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,370.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,200.00 0.000 0.00 (BROKEN 11.0 M - 3.50 M) 57 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 86,100.00 12,188.000 12,188.00 33,721.588 33,721.59 58 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 10,600.00 2,104.000 2,104.00 6,684.000 6,684.00 59 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 32,100.00 854.000 2,562.00 3,352.000 10,056.00 60 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.200 600.00 0.200 600.00 SYSTEM ELEMENTS DURING CONSTRUCTION 61 SIGNAL AND LIGHTING (LOCATION 1) LS 299,000.0000 299,000.00 0.010 2,990.00 62 SIGNAL AND LIGHTING (LOCATION 2) LS 156,000.0000 156,000.00 0.000 0.00 63 SIGNAL AND LIGHTING LS 142,000.0000 142,000.00 0.000 0.00 (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 118,000.0000 118,000.00 0.000 0.00 (CITY STREET LOCATION 2) 65 LIGHTING (CITY STREET) LS 144,000.0000 144,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 LIGHTING AND SIGN ILLUMINATION LS 371,000.0000 371,000.00 0.004 1,484.00 0.004 1,484.00 67 CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 68 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 3,600.00 0.000 0.00 69 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 0.000 0.00 70 TRAFFIC MONITORING STATION (LOCATION 1) LS 7,500.0000 7,500.00 0.950 7,125.00 71 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 72 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.080 6,800.00 (LOCATION 1) 73 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.080 6,800.00 (LOCATION 2) 74 TEMPORARY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.930 8,370.00 (LOCATION 3) 75 RAMP METERING SYSTEM (LOCATION 1) LS 93,000.0000 93,000.00 0.000 0.00 76 RAMP METERING SYSTEM (LOCATION 2) LS 84,000.0000 84,000.00 0.000 0.00 77 RAMP METERING SYSTEM (LOCATION 3) LS 38,000.0000 38,000.00 0.000 0.00 78 450 MM REINFORCED CONCRETE PIPE M 165.0000 26,400.00 0.000 0.00 79 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 01:47 PM ESTIMATE NO. 06 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,696,097.53 4,546,680.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,366.85 245,140.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,711,464.38 4,791,821.34 80 MOBILIZATION LS 4000,000.0000 4,000,000.00 0.250 1,000,000.00 0.750 3,000,000.00 ORIGINAL CONTRACT AMOUNT 47,232,888.80 TOTAL WORK COMPLETED 2,711,464.38 7,791,821.34 MATERIALS ON HAND ON SITE 1,091,391.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 280,089.71 -15,000.00 TOTAL 2,991,554.09 8,868,213.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/08/11 650 03/15/11 03/15/11 11/07/12 81 8 7 0 16% 12% PROGRESS IS SATISFACTORY POUND, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11