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 02/24/11 EST. NO.16 TIME 01:07 PM R.E. NAME: SERRANO, MAURICIO 03-367834 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0012 600.00 E.W. @ F.A.(+) 010611 N 0377.0 012 0039 956.84 E.W. @ F.A.(+) 092410 N 0352.0 1,556.84 TOTAL THIS ESTIMATE 892,885.02 TOTAL PREVIOUS ESTIMATE 894,441.86 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 02/24/11 EST. NO.16 TIME 01:07 PM R.E. NAME: SERRANO, MAURICIO 03-367834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FLOOD/LTR 01/20/10 -16,540.00 03 FLOOD LTR 8,270.00 11 0.00 -8,270.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 2/10 -3,000.00 04 RETURN DEDUCT 2/10 3,000.00 05 PER LTR DATED 7/2010 -3,000.00 09 PER LTR DATED 8/2010 -5,000.00 10 PER LTR DATED 9/10 -2,000.00 11 RETURN 7/10 DEDUCT 3,000.00 11 RETURN 8/10 DEDUCT 5,000.00 11 PER LTR DATED 10/10 -6,000.00 12 RETURN 9/10 DEDUCT 2,000.00 12 PER LTR DATED 11/10 -7,000.00 13 PER LTR DATED 12/10 -3,000.00 14 PER LTR DATED 1/2011 -8,000.00 15 PER LTR DATED 2/11 -10,000.00 16 -10,000.00 -34,000.00 TOTAL DEDUCTIONS -10,000.00 -42,270.00 PROGRAM CAS145 PAGE 1 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-2.9/5.1 ----------------------- FLATIRON WEST INC IN PLACER COUNTY IN ROSEVILLE AND 2100 GOODYEAR ROAD ROCKLIN FROM MINERS RAVINE BRIDGE BENICIA CA 94510 TO 1.6 KM EAST OF ROUTE 65/80 SEPARATION FED. AID NO. HPLU-6203(44) ,LN-6203(44) ,HPLU-6203(25) 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 3,000.0000 3,000.00 0.500 1,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 3.000 750.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 480,000.00 185.000 370,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 9,000.00 207.000 3,105.00 05 TEMPORARY FENCE (TYPE ESA) M 8.0000 9,360.00 1,170.000 9,360.00 06 MIGRATORY BIRD PROTECTION LS 6,000.0000 6,000.00 1.000 6,000.00 07 CONSTRUCTION SITE MANAGEMENT LS 17,600.0000 17,600.00 0.737 12,971.20 08 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.795 2,385.00 PREVENTION PLAN 09 STABILIZED CONSTRUCTION ROADWAY LS 20,000.0000 20,000.00 0.737 14,740.00 10 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 3,400.00 1,022.200 2,044.40 11 TEMPORARY FIBER ROLL M 4.6000 28,520.00 2,852.360 13,120.86 12 TEMPORARY SILT FENCE M 4.4000 6,864.00 1,949.980 8,579.91 13 TEMPORARY GRAVEL BAG BERM M 14.0000 1,680.00 150.000 2,100.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 4.000 14,000.00 15 TEMPORARY COVER M2 1.6000 7,200.00 2,691.000 4,305.60 16 TEMPORARY CHECK DAM M 10.0000 500.00 62.800 628.00 17 MOVE-IN/MOVE-OUT EA 660.0000 1,980.00 4.000 2,640.00 (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 8,540.00 39.000 5,460.00 19 TEMPORARY HYDRAULIC MULCH M2 0.8500 10,540.00 5,583.000 4,745.55 (BONDED FIBER MATRIX) 20 STREET SWEEPING LS 45,000.0000 45,000.00 0.737 33,165.00 21 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.737 11,055.00 22 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.619 8,666.00 PROGRAM CAS145 PAGE 2 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SYSTEM LS 65,000.0000 65,000.00 0.737 47,905.00 24 TYPE III BARRICADE EA 85.0000 1,360.00 8.000 680.00 S) 25 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4500 11,745.00 25,337.000 11,401.65 26 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 10,850.00 183.000 6,405.00 27 LANE SEPARATION SYSTEM M 140.0000 18,200.00 0.000 0.00 28 TRAFFIC PLASTIC DRUM EA 25.0000 1,250.00 25.000 625.00 S) 29 TEMPORARY PAVEMENT MARKER EA 4.0000 75,200.00 16,929.000 67,716.00 30 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,500.0000 8,500.00 0.737 6,264.50 31 TEMPORARY RAILING (TYPE K) M 17.0000 338,300.00 15,378.300 261,431.10 32 TEMPORARY CRASH CUSHION MODULE EA 130.0000 22,100.00 56.000 7,280.00 33 TEMPORARY CRASH CUSHION (ABSORB 350) EA 4,000.0000 56,000.00 14.000 56,000.00 34 TEMPORARY TRAFFIC SCREEN M 13.5000 97,200.00 7,023.000 94,810.50 35 OBLITERATE SURFACING M2 10.0000 33,200.00 1,345.000 13,450.00 36 REMOVE FENCE M 5.0000 3,600.00 240.000 1,200.00 37 REMOVE METAL BEAM GUARD RAILING M 18.0000 40,320.00 2,201.000 39,618.00 38 REMOVE FLARED END SECTION EA 250.0000 1,000.00 2.000 500.00 39 REMOVE IRRIGATION SYSTEM LS 1,500.0000 1,500.00 0.000 0.00 40 REMOVE TRAFFIC STRIPE M 1.0000 22,400.00 10,685.000 10,685.00 41 REMOVE ROADSIDE SIGN EA 40.0000 2,000.00 0.000 0.00 42 REMOVE SIGN STRUCTURE EA 5,000.0000 45,000.00 1.000 5,000.00 4.000 20,000.00 43 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 8,000.00 0.000 0.00 44 REMOVE CULVERT M 40.0000 7,600.00 154.600 6,184.00 45 REMOVE UNDERDRAIN M 28.0000 3,920.00 70.000 1,960.00 46 REMOVE SLOTTED DRAIN M 35.0000 1,050.00 30.000 1,050.00 47 REMOVE INLET EA 950.0000 15,200.00 9.000 8,550.00 48 REMOVE HEADWALL EA 1,800.0000 12,600.00 7.000 12,600.00 49 REMOVE DOWNDRAIN M 100.0000 7,400.00 20.200 2,020.00 PROGRAM CAS145 PAGE 3 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE RETAINING WALL M 50.0000 12,000.00 233.400 11,670.00 51 RELOCATE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500.00 52 RELOCATE ROADSIDE SIGN EA 180.0000 2,880.00 0.000 0.00 53 RELOCATE ROADSIDE SIGN (BARRIER EA 275.0000 2,200.00 0.000 0.00 MOUNTED) 54 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 55 ADJUST INLET EA 1,500.0000 3,000.00 0.000 0.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 128,100.00 315.000 472.50 57 REMOVE CONCRETE BARRIER M 27.0000 96,930.00 3,550.000 95,850.00 58 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 0.900 13,500.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 1.000 15,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION E LS 15,000.0000 15,000.00 1.000 15,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION F LS 15,000.0000 15,000.00 1.000 15,000.00 64 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 65 ROADWAY EXCAVATION M3 10.5000 862,050.00 74,251.000 779,635.50 66 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.750 1,500.00 67 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 6,320.00 158.000 6,320.00 F) 68 STRUCTURE EXCAVATION (TYPE D) M3 90.0000 16,110.00 179.000 16,110.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 95,340.00 5,755.900 86,338.50 F) 70 STRUCTURE EXCAVATION (TIEBACK WALL) M3 45.0000 33,840.00 772.000 34,740.00 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 3,640.00 91.000 3,640.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 18.0000 78,984.00 1,924.000 34,632.00 F) 73 STRUCTURE BACKFILL (TIEBACK WALL) M3 60.0000 3,780.00 63.000 3,780.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 47,900.00 224.000 22,400.00 F) WALL) 75 DITCH EXCAVATION M3 35.0000 1,225.00 0.000 0.00 76 HIGHWAY PLANTING LS 35,000.0000 35,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (TYPE D) HA 4,500.0000 20,250.00 1.810 8,145.00 78 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 660.0000 1,980.00 3.000 1,980.00 79 PLANT ESTABLISHMENT WORK LS 9,000.0000 9,000.00 0.000 0.00 80 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,000.0000 2,000.00 0.737 1,474.00 81 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.000 0.00 82 CLASS 2 AGGREGATE BASE M3 35.0000 1,708,000.00 21,845.090 764,578.15 83 REPLACE ASPHALT CONCRETE SURFACING M3 205.0000 502,250.00 2,012.400 412,542.00 84 HOT MIX ASPHALT (TEXTURED PAVING) M2 50.0000 130,000.00 0.000 0.00 85 HOT MIX ASPHALT TONN 67.0000 3,906,100.00 26,982.660 1,807,838.22 86 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 102.0000 1,366,800.00 0.000 0.00 87 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 720.00 0.000 0.00 88 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 7,160.00 0.000 0.00 89 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 1,320.00 0.000 0.00 90 PLACE HOT MIX ASPHALT M2 25.0000 24,750.00 0.000 0.00 (MISCELLANEOUS AREA) 91 FURNISH STEEL PILING (HP 250 X 85) M 110.0000 41,470.00 377.000 41,470.00 92 DRIVE STEEL PILE (HP 250 X 85) EA 2,500.0000 60,000.00 24.000 60,000.00 93 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 17,280.00 -103.900 -16,624.00 107.700 17,232.00 PILING 94 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 20,550.00 103.900 15,585.00 192.400 28,860.00 PILING (ROCK SOCKET) 95 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 81,900.00 630.000 81,900.00 PILING (SOUND WALL) 96 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 92,800.00 1,048.500 83,880.00 PILING (SOUND WALL) 97 TIEBACK ANCHOR EA 1,500.0000 586,500.00 386.800 580,200.00 98 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 43,800.00 73.000 43,800.00 F) 99 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 336,000.00 420.000 336,000.00 F) 00 STRUCTURAL CONCRETE, RETAINING WALL M3 405.0000 1,048,545.00 1,451.000 587,655.00 F) 01 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 93,500.00 73.860 62,781.00 F) 02 MINOR CONCRETE (SOUND WALL) M3 450.0000 139,500.00 263.200 118,440.00 F) 03 ARCHITECTURAL TEXTURE (DRY STACK) M2 60.0000 49,500.00 825.000 49,500.00 F) PROGRAM CAS145 PAGE 5 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRILL AND BOND DOWEL M 100.0000 700.00 7.000 700.00 05 SOUND WALL (MASONRY BLOCK) M2 152.0000 689,016.00 2,725.000 414,200.00 F) 06 JOINT SEAL (MR 25 MM) M 200.0000 3,800.00 0.000 0.00 07 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 156,379.20 97,737.000 156,379.20 F) 08 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 383,160.00 182,104.800 291,367.68 F) 09 BAR REINFORCING STEEL (SOUND WALL) KG 1.3000 75,058.10 46,104.000 59,935.20 F) 10 SHOTCRETE M3 510.0000 222,360.00 436.000 222,360.00 F) 11 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 171,900.00 0.000 0.00 F) WITH WALKWAY) 12 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 57,300.00 0.000 0.00 F) WITH WALKWAY) 13 FURNISH SIGN STRUCTURE (TRUSS) KG 10.6000 1,188,525.00 50,975.000 540,335.00 F) 14 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 56,062.50 5,762.500 2,881.25 42,410.000 21,205.00 F) 15 FURNISH LAMINATED PANEL SIGN M2 165.0000 85,800.00 0.000 0.00 (25.4 MM-TYPE A) 16 FURNISH LAMINATED PANEL SIGN M2 200.0000 1,200.00 0.000 0.00 (25.4 MM-TYPE B) 17 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 3,280.00 0.000 0.00 (1.6 MM-UNFRAMED) 18 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 3,600.00 0.000 0.00 (2.0 MM-UNFRAMED) 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 330.00 0.000 0.00 (1.6 MM-FRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 2,185.00 0.000 0.00 (2.0 MM-FRAMED) 21 1372 MM CAST-IN-DRILLED-HOLE M 2,000.0000 24,400.00 12.200 24,400.00 CONCRETE PILE (SIGN FOUNDATION) 22 1524 MM CAST-IN-DRILLED-HOLE M 2,050.0000 199,875.00 97.800 200,490.00 CONCRETE PILE (SIGN FOUNDATION) 23 ROADSIDE SIGN (BARRIER MOUNTED) EA 1,600.0000 11,200.00 0.000 0.00 24 ROADSIDE SIGN - ONE POST EA 190.0000 5,130.00 0.000 0.00 25 ROADSIDE SIGN - TWO POST EA 550.0000 4,400.00 0.000 0.00 26 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,400.00 0.000 0.00 METHOD) 27 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 960.00 0.000 0.00 28 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 0.000 0.00 EXISTING POST 29 PREPARE AND PAINT CONCRETE M2 60.0000 45,060.00 1,259.000 75,540.00 30 375 MM ALTERNATIVE PIPE CULVERT M 125.0000 1,625.00 13.000 1,625.00 PROGRAM CAS145 PAGE 6 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM ALTERNATIVE PIPE CULVERT M 55.0000 79,750.00 699.100 38,450.50 32 600 MM ALTERNATIVE PIPE CULVERT M 85.0000 16,150.00 118.000 10,030.00 33 300 MM PLASTIC PIPE M 70.0000 2,240.00 0.000 0.00 34 375 MM PLASTIC PIPE M 75.0000 3,300.00 43.300 3,247.50 35 450 MM PLASTIC PIPE M 100.0000 4,300.00 0.000 0.00 36 600 MM REINFORCED CONCRETE PIPE M 290.0000 15,370.00 31.600 9,164.00 37 750 MM REINFORCED CONCRETE PIPE M 930.0000 6,510.00 6.100 5,673.00 38 900 MM REINFORCED CONCRETE PIPE M 1,650.0000 14,850.00 7.900 13,035.00 39 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,800.0000 103,600.00 0.000 0.00 (CLASS II) 40 450 MM CORRUGATED STEEL PIPE M 200.0000 1,200.00 2.200 440.00 (1.63 MM THICK) 41 600 MM CORRUGATED STEEL PIPE M 180.0000 1,080.00 5.800 1,044.00 (1.63 MM THICK) 42 200 MM PERFORATED PLASTIC M 70.0000 9,800.00 140.000 9,800.00 PIPE UNDERDRAIN 43 300 MM ALTERNATIVE PIPE DOWNDRAIN M 135.0000 10,800.00 32.000 4,320.00 44 450 MM ALTERNATIVE PIPE DOWNDRAIN M 230.0000 9,200.00 22.500 5,175.00 45 DRAINAGE INLET MARKER EA 5.0000 305.00 0.000 0.00 46 600 MM CONCRETE FLARED END SECTION EA 950.0000 2,850.00 3.000 2,850.00 47 300 MM ALTERNATIVE FLARED END SECTION EA 950.0000 8,550.00 6.000 5,700.00 48 450 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 7,000.00 4.000 4,000.00 49 600 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 50 CLASS 4 CONCRETE (BACKFILL) M3 250.0000 11,250.00 38.300 9,575.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 265.0000 11,130.00 5.400 1,431.00 52 SLOPE PAVING (CONCRETE) M3 800.0000 28,000.00 35.000 28,000.00 F) 53 ROCK SLOPE PROTECTION FABRIC M2 3.0000 6,060.00 240.230 720.69 54 MINOR CONCRETE (MISCELLANEOUS M3 280.0000 18,760.00 26.330 7,372.40 CONSTRUCTION) 55 MINOR CONCRETE (GUTTER) M 80.0000 44,960.00 562.000 44,960.00 F) 56 MISCELLANEOUS IRON AND STEEL KG 3.0000 44,952.00 9,550.000 28,650.00 F) 57 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 30,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 0.000 0.00 59 CONCRETE BARRIER DELINEATOR (400 MM) EA 40.0000 360.00 0.000 0.00 60 DELINEATOR (CLASS 1) EA 28.0000 4,480.00 0.000 0.00 61 HIGHWAY POST MARKER EA 35.0000 700.00 0.000 0.00 62 OBJECT MARKER (TYPE L-1) EA 35.0000 560.00 0.000 0.00 63 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 86,800.00 0.000 0.00 64 VEGETATION CONTROL (MINOR CONCRETE) M2 75.0000 66,750.00 0.000 0.00 65 CONCRETE BARRIER (TYPE 25) M 145.0000 24,070.00 166.000 24,070.00 F) 66 CABLE RAILING M 48.0000 26,976.00 562.000 26,976.00 F) 67 TRANSITION RAILING (TYPE WB) EA 1,900.0000 19,000.00 0.000 0.00 68 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 15,600.00 0.000 0.00 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 16,000.00 0.000 0.00 70 CONCRETE BARRIER (TYPE 60) M 125.0000 167,500.00 1,340.000 167,500.00 71 CONCRETE BARRIER (TYPE 60C) M 130.0000 226,200.00 1,740.000 226,200.00 72 CONCRETE BARRIER (TYPE 60D) M 180.0000 61,920.00 267.100 48,078.00 F) 73 CONCRETE BARRIER (TYPE 60E) M 50.0000 22,500.00 444.000 22,200.00 74 CONCRETE BARRIER (TYPE 60C MOD CT1) M 700.0000 7,700.00 11.000 7,700.00 75 CONCRETE BARRIER (TYPE 736A) M 170.0000 168,300.00 227.900 38,743.00 76 CONCRETE BARRIER (TYPE 736A MOD CT1) M 420.0000 18,900.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 736SV) M 420.0000 226,800.00 40.000 16,800.00 78 CONCRETE BARRIER (TYPE 736SV MOD CT1) M 1,600.0000 25,600.00 0.000 0.00 79 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 4,550.00 0.000 0.00 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 18,810.00 0.000 0.00 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 3,615.00 0.000 0.00 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,530.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 9.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 14,300.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 8 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 350.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,280.00 0.000 0.00 87 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 88 SIGN ILLUMINATION LS 15,000.0000 15,000.00 0.600 9,000.00 89 TRAFFIC MONITORING STATION LS 90,000.0000 90,000.00 0.055 4,950.00 90 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 91 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.236 35,400.00 92 MODIFY LIGHTING AND SIGN ILLUMINATION LS 255,000.0000 255,000.00 0.238 60,690.00 93 FIBER OPTIC SYSTEM LS 300,000.0000 300,000.00 0.118 35,400.00 94 TRAINING LS 5,000.0000 5,000.00 0.000 0.00 95 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 96 EROSION CONTROL (NETTING) M2 6.0000 11,880.00 94.500 567.00 97 ROCK SLOPE PROTECTION M3 170.0000 11,220.00 42.500 7,225.00 (BACKING NO. 1, METHOD B) 98 ROCK SLOPE PROTECTION M3 90.0000 64,350.00 0.000 0.00 (BACKING NO. 2, METHOD B) PROGRAM CAS145 PAGE 9 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367834 TIME 01:07 PM ESTIMATE NO. 16 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/11 R.E. NAME: SERRANO, MAURICIO DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,842.25 10,545,695.31 ADJUSTMENT OF COMPENSATION 0.00 340,696.79 EXTRA WORK 1,556.84 553,745.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,399.09 11,440,137.17 99 MOBILIZATION LS 2174,000.0000 2,174,000.00 1.000 2,174,000.00 ORIGINAL CONTRACT AMOUNT 21,838,385.80 TOTAL WORK COMPLETED 8,399.09 13,614,137.17 MATERIALS ON HAND ON SITE 708,640.17 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -42,270.00 TOTAL -1,600.91 14,280,507.34 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 09/10/09 490 11/16/09 11/04/09 05/16/11 192 129 11 0 58% 76% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST SERRANO, MAURICIO RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/11