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 05/27/11 EST. NO.16 TIME 12:59 PM R.E. NAME: SANTOS, JOHN 08-456004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0034 12,766.27 E.W. @ F.A.(+) 012811 N 0206.0 12,766.27 TOTAL THIS ESTIMATE 487,709.52 TOTAL PREVIOUS ESTIMATE 500,475.79 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 05/27/11 EST. NO.16 TIME 12:59 PM R.E. NAME: SANTOS, JOHN 08-456004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING CHARGERS -9,240.00 14 REOPENING OF CLOSURE -8,790.00 14 SWPPP NON-COMPLIANCE -174,686.84 14 SWPPP NON-COMPLIANCE 174,686.84 15 0.00 -18,030.00 LABOR COMPLIANCE VIOLATION MISSING CPR/ACE FENC -2,000.00 16 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -20,030.00 PROGRAM CAS145 PAGE 1 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 LOCATION RERUN PROGRESS ESTIMATE 08-RIV-10-41.3/44.6 ----------------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY NEAR RANCHO 6 ORCHARD SUITE 150 MIRAGE FROM 1.5 KM EAST OF DATE LAKE FOREST CA 92630 PALM DRIVE TO MONTEREY AVENUE FED. AID NO. ARRA-103(127)E ,L-103(127)E ,ACIM-103(127)E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,750.0000 6,750.00 0.050 337.50 0.750 5,062.50 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 415,000.00 22.000 22,000.00 316.000 316,000.00 04 TEMPORARY FENCE (TYPE WILDLIFE) M 27.0000 51,030.00 2,258.000 60,966.00 05 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.050 1,500.00 0.750 22,500.00 06 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.760 2,660.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 6.0000 89,400.00 1,332.000 7,992.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 14,000.00 1.000 2,000.00 7.000 14,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 7,400.00 3.000 11,100.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 1,320.00 6.000 1,320.00 11 STREET SWEEPING LS 70,000.0000 70,000.00 0.050 3,500.00 0.750 52,500.00 12 ENDANGERED SPECIES PROTECTION LS 8,000.0000 8,000.00 0.050 400.00 0.750 6,000.00 13 BIOLOGICAL MONITOR WDAY 900.0000 83,700.00 91.000 81,900.00 14 NONNATIVE PLANT PRECLUSION (EQUIPMENT LS 30,000.0000 30,000.00 0.000 0.00 WASHING) 15 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.050 750.00 0.750 11,250.00 16 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.750 75,000.00 17 TYPE III BARRICADE EA 160.0000 1,600.00 18.000 2,880.00 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 860.00 0.000 0.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3900 17,979.00 22,800.000 8,892.00 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,800.00 151.000 4,530.00 21 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 1,040.00 0.000 0.00 (LEFT IN PLACE) 22 TEMPORARY PAVEMENT MARKER EA 5.0000 17,750.00 1,280.000 6,400.00 PROGRAM CAS145 PAGE 2 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 6.000 60,000.00 24 TEMPORARY RAILING (TYPE K) M 35.0000 211,400.00 5,022.480 175,786.80 25 REMOVE FENCE M 12.0000 16,200.00 1,206.000 14,472.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 11,660.00 4,852.000 5,337.20 STRIPE 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 12,142.00 7,987.000 10,383.10 28 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 2,200.00 0.000 0.00 29 REMOVE PAVEMENT MARKER EA 1.0000 5,920.00 4,775.000 4,775.00 30 REMOVE ROADSIDE SIGN EA 70.0000 4,060.00 0.000 0.00 31 REMOVE SIGN PANEL EA 250.0000 1,000.00 0.000 0.00 32 REMOVE ASPHALT CONCRETE DIKE M 13.0000 728.00 56.000 728.00 33 REMOVE INLET EA 550.0000 1,650.00 0.000 0.00 34 REMOVE HEADWALL EA 500.0000 500.00 1.000 500.00 35 REMOVE BASE AND SURFACING M3 20.0000 108,200.00 1,190.000 23,800.00 36 SALVAGE DOUBLE THRIE BEAM BARRIER M 22.0000 28,160.00 1,280.000 28,160.00 37 SALVAGE METAL BEAM GUARD RAILING M 35.0000 5,950.00 0.000 0.00 38 RELOCATE ROADSIDE SIGN (WOOD POST) EA 215.0000 1,505.00 0.000 0.00 39 ADJUST WATER VALVE COVER TO GRADE EA 600.0000 7,200.00 17.000 10,200.00 40 ADJUST MONUMENT TO GRADE EA 1,250.0000 3,750.00 0.000 0.00 41 ADJUST MANHOLE TO GRADE EA 600.0000 600.00 5.000 3,000.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 29,190.00 8,337.000 29,179.50 43 REMOVE CONCRETE M3 90.0000 2,790.00 23.400 2,106.00 44 REMOVE BRIDGE RAILING M 25.0000 575.00 0.000 0.00 45 CLEARING AND GRUBBING LS 59,000.0000 59,000.00 1.000 59,000.00 46 ROADWAY EXCAVATION M3 3.0000 423,000.00 140,430.000 421,290.00 47 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 187,000.00 7,447.750 372,387.50 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 70,250.00 1,967.410 49,185.25 F) PROGRAM CAS145 PAGE 3 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 8.2000 4,559,200.00 557,932.000 4,575,042.40 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 4,200.00 0.000 0.00 52 EROSION CONTROL (TYPE D) HA 12,000.0000 216,000.00 1.500 18,000.00 5.920 71,040.00 53 NPS 3 SUPPLY LINE (BRIDGE) M 190.0000 34,770.00 107.000 20,330.00 F) 54 300 MM CORRUGATED HIGH DENSITY M 65.0000 9,100.00 72.550 4,715.75 POLYETHYLENE PIPE CONDUIT 55 CLASS 2 AGGREGATE BASE M3 33.0000 462,000.00 10,339.930 341,217.69 56 LEAN CONCRETE BASE M3 85.0000 104,550.00 1,032.310 87,746.35 57 ASPHALT CONCRETE (TYPE A BOND BREAKER) TONN 90.0000 60,300.00 543.620 48,925.80 58 HOT MIX ASPHALT TONN 86.0000 2,476,800.00 19,796.690 1,702,515.34 59 HOT MIX ASPHALT (OPEN GRADED) TONN 100.0000 85,000.00 0.000 0.00 60 SHOULDER RUMBLE STRIP M 1.0000 3,350.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 61 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 4.0000 244.00 0.000 0.00 62 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 64.00 0.000 0.00 63 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 7,120.00 1,348.420 5,393.68 64 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 440.00 0.000 0.00 65 PLACE HOT MIX ASPHALT M2 60.0000 2,880.00 25.390 1,523.40 (MISCELLANEOUS AREA) 66 LIQUID ASPHALT (PRIME COAT) TONN 850.0000 59,500.00 40.420 34,357.00 67 CONCRETE PAVEMENT M3 220.0000 404,800.00 1,678.300 369,226.00 68 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 115,000.00 463.500 115,875.00 69 SEAL PAVEMENT JOINT M 13.0000 57,070.00 3,585.500 46,611.50 70 SEAL LONGITUDINAL ISOLATION JOINT M 70.0000 2,100.00 13.900 973.00 30.600 2,142.00 71 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 29,600.00 0.000 0.00 PILE 72 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 530.0000 263,940.00 498.000 263,940.00 PILING (914 MM) 73 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 12,000.0000 240,000.00 20.000 240,000.00 PILE (914 MM) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.750 206,250.00 75 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 224,100.00 799.190 239,757.00 76 STRUCTURAL CONCRETE, BRIDGE M3 580.0000 2,668,000.00 650.000 377,000.00 3,940.400 2,285,432.00 F) PROGRAM CAS145 PAGE 4 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, CRASH WALL M3 380.0000 91,200.00 194.200 73,796.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 176,400.00 230.000 92,000.00 F) (TYPE N) 79 CLASS 1 CONCRETE (STRUCTURE) M3 500.0000 280,000.00 556.440 278,220.00 80 MINOR CONCRETE (MINOR STRUCTURE) M3 990.0000 74,250.00 17.560 17,384.40 74.630 73,883.70 81 ARCHITECTURAL TREATMENT (COLUMNS) M2 440.0000 85,360.00 194.000 85,360.00 82 ITEM DELETED PER ADDENDUM M2 2,200.0000 264,000.00 50.000 110,000.00 50.000 110,000.00 83 ARCHITECTURAL FEATURE M2 195.0000 109,200.00 56.000 10,920.00 56.000 10,920.00 (CHAIN LINK RAILING) 84 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 24,000.00 0.000 0.00 85 MASONRY BLOCK WALL M2 120.0000 3,840.00 4.570 548.40 32.000 3,840.00 86 JOINT SEAL (MR 40 MM) M 300.0000 24,000.00 0.000 0.00 87 JOINT SEAL (MR 50 MM) M 350.0000 29,400.00 0.000 0.00 88 BAR REINFORCING STEEL KG 1.4000 96,460.00 68,830.000 96,362.00 89 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 986,550.00 186,627.000 279,940.50 657,700.000 986,550.00 F) 90 BAR REINFORCING STEEL (CRASH WALL) KG 1.6000 33,120.00 20,700.000 33,120.00 F) 91 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 241,800.00 0.000 0.00 F) 92 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 5,580.00 0.000 0.00 F) 93 FURNISH LAMINATED PANEL SIGN M2 145.0000 6,670.00 0.000 0.00 (25.4 MM-TYPE A) 94 FURNISH LAMINATED PANEL SIGN M2 170.0000 2,040.00 0.000 0.00 (63.5 MM-TYPE B) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,770.00 0.000 0.00 (1.6 MM-UNFRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 8,280.00 0.000 0.00 (2.0 MM-UNFRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 240.00 0.000 0.00 (1.6 MM-FRAMED) 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 2,375.00 0.000 0.00 (2.0 MM-FRAMED) 99 1372 MM CAST-IN-DRILLED-HOLE M 4,400.0000 26,400.00 6.000 26,400.00 CONCRETE PILE (SIGN FOUNDATION) 00 1524 MM CAST-IN-DRILLED-HOLE M 4,400.0000 70,400.00 8.000 35,200.00 CONCRETE PILE (SIGN FOUNDATION) 01 ROADSIDE SIGN - ONE POST EA 270.0000 25,650.00 0.000 0.00 02 ROADSIDE SIGN - TWO POST EA 480.0000 5,280.00 0.000 0.00 03 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 360.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 5 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN PANEL ON EXISTING FRAME EA 110.0000 440.00 0.000 0.00 05 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 06 CLEAN AND THERMAL SPRAY COAT STEEL PILE LS 210,000.0000 210,000.00 0.100 21,000.00 0.950 199,500.00 07 PREPARE AND STAIN CONCRETE LS 110,000.0000 110,000.00 0.400 44,000.00 0.400 44,000.00 08 INTERLOCKING CONCRETE PAVERS M2 77.0000 80,080.00 0.000 0.00 09 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 115,200.00 -20.800 -2,496.00 1,010.790 121,294.80 10 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 13,800.00 92.000 13,800.00 11 450 MM REINFORCED CONCRETE PIPE M 130.0000 26,000.00 194.600 25,298.00 12 600 MM CORRUGATED STEEL PIPE M 800.0000 4,000.00 6.700 5,360.00 (2.01 MM THICK) 13 900 MM CORRUGATED STEEL PIPE M 225.0000 13,725.00 61.000 13,725.00 (2.01 MM THICK) 14 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 80.0000 6,560.00 0.000 0.00 (1.63 MM THICK) 15 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 125.0000 9,750.00 11.500 1,437.50 (1.63 MM THICK) 16 450 MM BITUMINOUS COATED CORRUGATED M 275.0000 14,850.00 85.200 23,430.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 17 450 MM ENTRANCE TAPER EA 1,400.0000 4,200.00 3.000 4,200.00 18 GRATED LINE DRAIN M 195.0000 31,200.00 46.000 8,970.00 117.500 22,912.50 19 1200 MM CORRUGATED STEEL PIPE RISER M 3,800.0000 3,800.00 1.000 3,800.00 (2.01 MM THICK) 20 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,000.00 2.000 1,000.00 14.000 7,000.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 1,100.00 1.000 550.00 22 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 23 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 16,000.00 3.500 700.00 52.300 10,460.00 24 SLOPE PAVING (CONCRETE) M3 650.0000 160,550.00 92.000 59,800.00 92.000 59,800.00 F) 25 MINOR CONCRETE (DITCH LINING) M3 400.0000 10,400.00 0.000 0.00 26 ROCK SLOPE PROTECTION FABRIC M2 7.0000 1,680.00 11.000 77.00 116.220 813.54 27 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 272,000.00 610.040 244,016.00 CONSTRUCTION) 28 MISCELLANEOUS IRON AND STEEL KG 4.0000 19,640.00 4,849.000 19,396.00 F) 29 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 19,000.00 1,900.000 19,000.00 F) PROGRAM CAS145 PAGE 6 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 81,000.00 1,045.770 52,288.50 31 SURVEY MONUMENT (TYPE D) EA 650.0000 650.00 0.000 0.00 32 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0.00 33 OBJECT MARKER EA 50.0000 450.00 0.000 0.00 34 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 13,600.00 7.620 609.60 7.620 609.60 35 VEGETATION CONTROL (MINOR CONCRETE) M2 94.0000 33,840.00 0.000 0.00 36 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 245.0000 87,220.00 210.000 51,450.00 210.000 51,450.00 F) 37 CONCRETE BARRIER (TYPE 26) M 260.0000 46,280.00 10.000 2,600.00 105.000 27,300.00 F) 38 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 2,040.00 5.700 969.00 11.400 1,938.00 39 CABLE RAILING M 65.0000 5,785.00 0.000 0.00 F) 40 TRANSITION RAILING (TYPE WB) EA 2,400.0000 19,200.00 0.000 0.00 41 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 4,000.00 1.000 1,000.00 1.000 1,000.00 42 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 0.000 0.00 43 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 1.000 2,000.00 1.000 2,000.00 44 CONCRETE BARRIER (TYPE 60) M 145.0000 53,650.00 412.640 59,832.80 45 CONCRETE BARRIER (TYPE 60C) M 170.0000 136,000.00 746.200 126,854.00 46 CONCRETE BARRIER (TYPE 732) M 136.0000 25,432.00 105.000 14,280.00 105.000 14,280.00 F) 47 CONCRETE BARRIER (TYPE 736SV) M 280.0000 24,640.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60R MOD) M 1,500.0000 180,000.00 114.760 172,140.00 49 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 13,600.00 0.000 0.00 50 THERMOPLASTIC TRAFFIC STRIPE M 0.4400 24,552.00 0.000 0.00 (SPRAYABLE) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 4,900.00 0.000 0.00 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,100.00 0.000 0.00 53 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 54 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.958 95,800.00 55 SIGNAL AND LIGHTING (LOCATION 2) LS 105,000.0000 105,000.00 0.962 101,010.00 56 SIGNAL AND LIGHTING (COUNTY) LS 170,000.0000 170,000.00 0.965 164,050.00 PROGRAM CAS145 PAGE 7 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 LIGHTING (RAILROAD BRIDGE) LS 40,000.0000 40,000.00 0.377 15,080.00 58 LIGHTING (COUNTY STREET) LS 22,000.0000 22,000.00 0.462 10,164.00 59 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 0.746 29,840.00 60 CONDUIT (BRIDGE) LS 79,000.0000 79,000.00 0.386 30,494.00 61 VEHICLE DETECTION SYSTEM LS 24,000.0000 24,000.00 0.572 13,728.00 62 REMOVE EXISTING SIGNAL SYSTEM LS 8,000.0000 8,000.00 0.000 0.00 63 MODIFY SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.231 11,550.00 64 MODIFY LIGHTING AND SIGN ILLUMINATION LS 185,000.0000 185,000.00 0.680 125,800.00 65 MODIFY SIGNAL AND LIGHTING (COUNTY) LS 100,000.0000 100,000.00 0.920 92,000.00 66 MODIFY EMERGENCY VEHICLE DETECTOR LS 3,500.0000 3,500.00 0.720 2,520.00 67 EMERGENCY VEHICLE DETECTOR LS 16,000.0000 16,000.00 0.768 12,288.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 8,800.00 220.000 8,800.00 70 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 8,100.00 270.000 8,100.00 71 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 750.00 15.000 750.00 F) WALL) 72 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 26,350.00 62.000 26,350.00 F) 73 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 7,125.00 4,750.000 7,125.00 F) 74 MINOR CONCRETE (GUTTER) M 200.0000 3,200.00 16.610 3,322.00 75 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,800.0000 2,800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 10/08/09 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: SANTOS, JOHN DATE OF THIS ESTIMATE 05/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,056,213.40 16,641,992.70 ADJUSTMENT OF COMPENSATION 0.00 86,846.96 EXTRA WORK 12,766.27 413,628.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,068,979.67 17,142,468.49 76 MOBILIZATION LS 2200,000.0000 2,200,000.00 1.000 2,200,000.00 ORIGINAL CONTRACT AMOUNT 22,428,651.00 TOTAL WORK COMPLETED 1,068,979.67 19,342,468.49 MATERIALS ON HAND ON SITE 2,153.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -20,030.00 TOTAL 1,066,979.67 19,324,592.10 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 12/10/09 415 02/03/10 02/03/10 01/31/12 311 14 68 0 83% 64% PROGRESS IS SATISFACTORY SANTOS, JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/27/11