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.21 TIME 09:02 AM R.E. NAME: SEALEY, HERMAN 04-263724 --------------------------------------------------------------------------- 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 0070 1,615.04 E.W. @ F.A.(+) 072110 N 0113.0 0105 2,095.51 042810 N 0021.0 0112 292.52 091310 N 0309.0 0113 1,164.41 092110 N 0315.0 0115 1,063.29 101910 N 0371.0 0118 733.75 120710 N 0452.0 0119 396.48 011011 N 0556.0 0121 124.54 011811 N 0598.0 0122 151.46 012111 N 0607.0 0123 2,042.31 012111 N 0609.0 0124 249.07 012511 N 0614.0 0127 21,223.45 010711 N 0554.0 0134 3,092.67 092310 N 0286.1 003 0006 1,262.50 E.W. @ F.A.(+) 021011 N 0547.0 009 0101 314.58 E.W. @ F.A.(+) 080310 Y 0226.1 0151 21,972.23 E.W. @ L.S.(+) 050111 Y 009002 010 0006 49,352.31 A.C. @ U.P.(+) 051111 N 010006 022 0021 5,577.03 E.W. @ F.A.(+) 100510 N 0513.0 0022 10,854.12 100610 N 0515.0 0023 8,615.40 100710 N 0516.0 0024 10,166.34 100810 N 0519.0 0027 7,763.40 101410 N 0523.0 0028 7,656.24 101510 N 0525.0 0029 1,170.13 101810 N 0526.0 0030 1,612.19 101910 N 0527.0 0031 6,791.81 102210 N 0528.0 0032 3,083.89 102910 N 0529.0 0033 1,628.89 111010 N 0530.0 0034 1,170.13 111710 N 0532.0 0035 1,170.13 111910 N 0533.0 0036 2,779.72 112310 N 0534.0 0037 1,628.89 112910 N 0535.0 0038 1,883.90 120210 N 0536.0 0039 2,462.11 120610 N 0537.0 0040 7,613.54 120710 N 0538.0 0041 2,985.77 120810 N 0539.0 0042 2,939.58 121010 N 0540.0 0043 4,313.30 121410 N 0541.0 0044 4,582.27 101210 N 0543.0 0046 2,633.64 121710 N 0545.0 0047 6,563.78 122010 N 0546.0 0048 4,555.20 122110 N 0548.0 0049 400.83 122910 N 0549.0 0050 1,630.97 010311 N 0550.0 0051 2,239.80 010411 N 0551.0 0052 1,607.58 010711 N 0552.0 0053 1,670.34 011011 N 0558.0 0065 1,060.15 013111 N 0626.0 0066 1,282.28 020111 N 0628.0 0067 757.24 020211 N 0630.0 0068 1,014.46 020711 N 0646.0 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 05/27/11 EST. NO.21 TIME 09:02 AM R.E. NAME: SEALEY, HERMAN 04-263724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0069 298.30 020811 N 0648.0 0070 5,677.18 020911 N 0649.0 0071 2,015.62 021011 N 0650.0 0072 654.85 021111 N 0651.0 025 0008 2,562.60 E.W. @ F.A.(+) 100610 N 0457.0 0009 1,171.10 100710 N 0458.0 0013 3,865.14 012111 N 0509.0 0014 3,822.24 012611 N 0510.0 032 0044 306.53 E.W. @ F.A.(+) 100610 N 0514.0 0045 333.23 100710 N 0517.0 034 0011 15,118.73 E.W. @ F.A.(+) 070110 N 034011 046 0001 50,000.00 A.C. @ L.S.(+) 100110 N 046001 047 0001 64,800.00 A.C. @ L.S.(+) 050111 N 047001 381,636.69 TOTAL THIS ESTIMATE 1,640,093.56 TOTAL PREVIOUS ESTIMATE 2,021,730.25 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.21 TIME 09:02 AM R.E. NAME: SEALEY, HERMAN 04-263724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -14,400.00 09 LATE SCHEDULE -393,508.09 12 REVERSE DEDUCTION 393,508.09 13 LATE LANE CLOSURE PU -14,400.00 21 -14,400.00 -28,800.00 TOTAL DEDUCTIONS -14,400.00 -28,800.00 PROGRAM CAS145 PAGE 1 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN DATE OF THIS ESTIMATE 05/27/11 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-9.5/14.2 ----------------------- GHILOTTI BROS INC IN CONTRA COSTA COUNTY NEAR 525 JACOBY STREET HERCULES FROM 0.2 KM WEST OF ROUTE SAN RAFAEL CA 94901 80/4 SEPARATION TO 0.7 KM EAST OF CUMMINGS SKYWAY OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.750 3,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 150,000.0000 150,000.00 1.000 150,000.00 04 TEMPORARY FENCE (TYPE ESA) M 7.0000 42,070.00 8,803.000 61,621.00 05 CONSTRUCTION SITE MANAGEMENT LS 14,000.0000 14,000.00 1.000 14,000.00 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 12.0000 3,120.00 1,331.000 15,972.00 08 TEMPORARY SILT FENCE M 3.7500 12,375.00 5,737.000 21,513.75 09 TEMPORARY GRAVEL BAG BERM M 20.0000 16,800.00 1,671.000 33,420.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 24,000.00 60.000 60,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 15.000 22,500.00 12 TEMPORARY COVER M2 1.5000 28,500.00 19,587.000 29,380.50 13 TEMPORARY CHECK DAM M 21.0000 1,617.00 142.000 2,982.00 14 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 8.000 3,600.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 380.0000 57,000.00 157.000 59,660.00 16 TEMPORARY HYDRAULIC MULCH M2 1.0500 46,725.00 69,610.980 73,091.53 (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000.00 18 DEWATERING AND NON-STORM WATER DISCHARGE LS 5,000.0000 5,000.00 1.000 5,000.00 CONTROL 19 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.700 9,100.00 20 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 450.00 44.740 2,237.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 11,830.00 19,182.950 12,468.92 PROGRAM CAS145 PAGE 2 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,500.00 100.000 2,500.00 24 TEMPORARY PAVEMENT MARKER EA 3.5000 18,865.00 5,084.000 17,794.00 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.950 4,750.00 26 TEMPORARY RAILING (TYPE K) M 16.0000 180,800.00 286.500 4,584.00 12,799.720 204,795.52 27 TEMPORARY CRASH CUSHION MODULE EA 175.0000 40,250.00 158.000 27,650.00 28 ABANDON CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 29 OBLITERATE SURFACING M2 2.0000 4,360.00 2,180.000 4,360.00 30 REMOVE ENTRANCE TAPER EA 850.0000 6,800.00 8.000 6,800.00 31 REMOVE METAL BEAM GUARD RAILING M 34.0000 6,800.00 17.220 585.48 354.130 12,040.42 32 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2500 9,037.50 6,371.010 7,963.76 STRIPE 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 14,500.00 6,285.440 7,856.80 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 350.00 0.000 0.00 35 REMOVE PAVEMENT MARKER EA 1.0000 5,530.00 7,041.000 7,041.00 36 REMOVE ROADSIDE SIGN EA 50.0000 200.00 4.000 200.00 37 REMOVE ROADSIDE SIGN EA 50.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 3.000 7,500.00 39 REMOVE ASPHALT CONCRETE DIKE M 9.0000 2,970.00 1,858.000 16,722.00 40 REMOVE CULVERT M 23.0000 8,050.00 350.000 8,050.00 41 REMOVE INLET EA 500.0000 16,500.00 35.000 17,500.00 42 REMOVE MANHOLE EA 500.0000 1,500.00 3.000 1,500.00 43 RELOCATE ROADSIDE SIGN EA 150.0000 2,400.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 75.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 45 RELOCATE SIGN STRUCTURE EA 9,900.0000 9,900.00 0.500 4,950.00 1.000 9,900.00 46 ADJUST INLET EA 1,300.0000 3,900.00 3.000 3,900.00 47 ADJUST MANHOLE EA 450.0000 450.00 1.000 450.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 28,000.00 13,925.950 27,851.90 14,375.950 28,751.90 49 REMOVE CONCRETE M3 70.0000 22,890.00 510.580 35,740.60 PROGRAM CAS145 PAGE 3 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 CAP INLET EA 750.0000 750.00 1.000 750.00 51 CAP MANHOLE EA 750.0000 750.00 1.000 750.00 52 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 4,500.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000.00 54 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 55 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 56 ROADWAY EXCAVATION M3 14.0000 1,470,000.00 110,339.740 1,544,756.36 57 ROADWAY EXCAVATION (TYPE Z-2) M3 105.0000 1,102,500.00 10,500.000 1,102,500.00 (AERIALLY DEPOSITED LEAD) 58 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 59 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 104,200.00 521.000 104,200.00 F) 60 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 54,840.00 1,865.000 55,950.00 F) 61 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 30.0000 129,900.00 4,330.000 129,900.00 F) 62 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 19,800.00 8.000 800.00 198.000 19,800.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 146,640.00 1,833.000 146,640.00 F) 64 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 15,200.00 262.000 26,200.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 95.0000 12,350.00 2.000 190.00 130.000 12,350.00 F) WALL) 66 SOIL NAIL ASSEMBLY M 55.0000 1,072,500.00 23,333.040 1,283,317.20 67 HIGHWAY PLANTING LS 13,000.0000 13,000.00 0.000 0.00 68 EROSION CONTROL (TYPE D) HA 12,500.0000 93,750.00 7.070 88,375.00 69 EROSION CONTROL (NETTING) M2 6.7500 4,860.00 720.000 4,860.00 70 FIBER ROLLS M 6.2500 57,187.50 2,495.000 15,593.75 71 COMPOST, INCORPORATE M2 45.0000 3,060.00 0.000 0.00 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 1,800.00 4.000 1,800.00 73 PLANT (GROUP M) EA 15.0000 6,150.00 0.000 0.00 74 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 75 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.200 1,000.00 76 200 MM CORRUGATED HIGH DENSITY M 80.0000 3,920.00 48.500 3,880.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 CLASS 4 AGGREGATE SUBBASE M3 21.5000 253,700.00 12,234.440 263,040.46 78 CLASS 3 AGGREGATE BASE M3 35.0000 188,650.00 326.270 11,419.45 5,185.430 181,490.05 79 LEAN CONCRETE BASE M3 130.0000 531,700.00 43.220 5,618.60 4,296.500 558,545.00 80 SEAL RANDOM CRACKS LNKM 5,000.0000 20,500.00 0.000 0.00 81 REPLACE ASPHALT CONCRETE SURFACING M3 320.0000 35,200.00 146.150 46,768.00 82 HOT MIX ASPHALT (TYPE A) TONN 90.0000 954,000.00 3,246.380 292,174.20 16,131.170 1,451,805.30 83 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 114.0000 527,820.00 0.000 0.00 84 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 85 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 750.00 116.000 348.00 282.200 846.60 86 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 12,600.00 717.000 2,151.00 3,336.160 10,008.48 87 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 6,900.00 252.000 756.00 2,038.720 6,116.16 88 TACK COAT TONN 500.0000 40,000.00 6.280 3,140.00 89 CONCRETE PAVEMENT M3 220.0000 1,797,400.00 86.440 19,016.80 8,605.260 1,893,157.20 90 REPLACE CONCRETE PAVEMENT M3 700.0000 315,000.00 354.970 248,479.00 (RAPID STRENGTH CONCRETE) 91 SEAL PAVEMENT JOINT M 13.0000 76,570.00 5,897.000 76,661.00 5,897.000 76,661.00 92 SEAL LONGITUDINAL ISOLATION JOINT M 13.0000 100,100.00 0.000 0.00 93 REPAIR SPALLED JOINTS M2 120.0000 7,020.00 0.000 0.00 94 SEAL LONGITUDINAL JOINT M 13.0000 48,360.00 1,198.000 15,574.00 3,718.000 48,334.00 95 PAVEMENT TRANSITION TAPER M2 35.0000 51,450.00 2,087.580 73,065.30 96 GRIND EXISTING CONCRETE M2 85.0000 60,350.00 0.000 0.00 PAVEMENT 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 14,375.00 115.600 14,450.00 PILING 98 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 111,000.00 74.000 111,000.00 PILING 99 FURNISH PILING (CLASS 625) M 200.0000 103,400.00 522.000 104,400.00 (ALTERNATIVE W) 00 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,800.0000 56,000.00 20.000 56,000.00 01 FURNISH PILING (CLASS 400) M 80.0000 203,200.00 2,540.000 203,200.00 F) (ALTERNATIVE X) 02 DRIVE PILE (CLASS 400) EA 1,890.0000 315,630.00 167.000 315,630.00 F) (ALTERNATIVE X) 03 1.8 M PERMANENT STEEL CASING M 1,350.0000 101,250.00 67.720 91,422.00 PROGRAM CAS145 PAGE 5 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,800.0000 302,400.00 168.000 302,400.00 PILING (1524 MM) 05 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 36,500.0000 219,000.00 6.000 219,000.00 PILE (1524 MM) 06 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 1.000 55,000.00 07 PRESTRESSING LS 9,500.0000 9,500.00 0.000 0.00 08 SEAL COURSE CONCRETE M3 310.0000 4,960.00 101.000 31,310.00 09 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 34,100.00 62.000 34,100.00 F) 10 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 449,800.00 22.000 14,300.00 692.000 449,800.00 F) 11 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 379,525.00 893.000 379,525.00 F) 12 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 22,500.00 50.000 22,500.00 F) (TYPE N) 13 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 125,475.00 114.500 120,225.00 F) 14 MINOR CONCRETE (BACKFILL) M3 500.0000 500.00 0.720 360.00 15 ARCHITECTURAL TREATMENT M2 26.0000 153,140.00 5,890.000 153,140.00 F) (TEXTURED SHOTCRETE) 16 ARCHITECTURAL TREATMENT M2 80.0000 50,640.00 633.000 50,640.00 F) (FRACTURED GRANITE) 17 ANTI-GRAFFITI COATING M2 3.0000 21,000.00 0.000 0.00 18 DRILL AND BOND DOWEL M 110.0000 880.00 9.000 990.00 19 CLEAN EXPANSION JOINT M 95.0000 3,135.00 0.000 0.00 20 INSTALL STUD CONNECTORS EA 15.0000 1,800.00 0.000 0.00 21 REFINISH BRIDGE DECK M2 150.0000 750.00 1.000 150.00 1.000 150.00 22 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 4,050.00 9.000 4,050.00 9.000 4,050.00 23 JOINT SEAL (MR 40 MM) M 150.0000 1,200.00 0.000 0.00 24 JOINT SEAL (MR 50 MM) M 350.0000 3,150.00 9.000 3,150.00 9.000 3,150.00 25 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 297,345.00 4,189.000 6,283.50 216,838.000 325,257.00 F) 26 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 391,120.00 244,450.000 391,120.00 F) 27 SHOTCRETE M3 333.0000 745,920.00 1,972.000 656,676.00 F) 28 STRUCTURAL STEEL (BRIDGE) KG 25.0000 17,750.00 710.000 17,750.00 710.000 17,750.00 F) 29 REPOSITION STEEL GIRDER LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 30 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 306,352.50 7,621.000 57,157.50 40,847.000 306,352.50 F) PROGRAM CAS145 PAGE 6 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 16,338.80 7,621.000 3,048.40 40,847.000 16,338.80 F) 32 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 122.0000 18,300.00 41.840 5,104.48 128.640 15,694.08 33 FURNISH SINGLE SHEET ALUMINUM SIGN M2 86.0000 2,838.00 0.000 0.00 (1.6 MM-UNFRAMED) 34 FURNISH SINGLE SHEET ALUMINUM SIGN M2 89.0000 453.90 0.000 0.00 (2.0 MM-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 111.0000 899.10 0.000 0.00 (2.0 MM-FRAMED) 36 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 90,000.00 43.200 108,000.00 CONCRETE PILE (SIGN FOUNDATION) 37 ROADSIDE SIGN - ONE POST EA 180.0000 360.00 0.000 0.00 38 ROADSIDE SIGN - TWO POST EA 320.0000 960.00 0.000 0.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 140.00 0.000 0.00 METHOD) 40 INSTALL SIGN OVERLAY M2 150.0000 345.00 0.000 0.00 41 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 1,400.00 24.800 620.00 40.300 1,007.50 42 INSTALL ROADSIDE SIGN PANEL ON EA 140.0000 4,340.00 0.000 0.00 EXISTING POST 43 CLEAN AND PAINT STRUCTURAL STEEL LS 5,000.0000 5,000.00 0.000 0.00 44 CLEAN AND PAINT STRUCTURAL STEEL LS 5,000.0000 5,000.00 0.000 0.00 (EXISTING BRIDGE) 45 WORK AREA MONITORING LS 4,000.0000 4,000.00 0.000 0.00 46 450 MM ALTERNATIVE PIPE CULVERT M 128.0000 275,200.00 2,702.000 345,856.00 47 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 85,100.00 454.000 83,990.00 48 750 MM ALTERNATIVE PIPE CULVERT M 205.0000 41,000.00 196.000 40,180.00 49 300 MM REINFORCED CONCRETE PIPE M 275.0000 2,475.00 0.000 0.00 50 450 MM REINFORCED CONCRETE PIPE M 300.0000 6,300.00 16.000 4,800.00 51 600 MM REINFORCED CONCRETE PIPE M 330.0000 13,530.00 41.000 13,530.00 (SPECIAL) 52 GEOCOMPOSITE DRAIN M2 40.0000 36,080.00 902.000 36,080.00 53 FURNISH AND INSTALL DRAIN PIPE M 45.0000 46,845.00 1,004.000 45,180.00 (HORIZONTAL DRAIN) 54 PERMEABLE MATERIAL (BLANKET) M3 67.0000 643,200.00 10,097.770 676,550.59 55 200 MM ALTERNATIVE PIPE UNDERDRAIN M 57.5000 287,500.00 5,000.000 287,500.00 56 300 MM BITUMINOUS COATED CORRUGATED M 325.0000 7,800.00 26.000 8,450.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 ------------------------------------------------------------------------------------------------------------------------------------ 57 450 MM BITUMINOUS COATED CORRUGATED M 270.0000 14,580.00 27.200 7,344.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 58 600 MM BITUMINOUS COATED CORRUGATED M 600.0000 1,200.00 2.000 1,200.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 59 1050 MM BITUMINOUS COATED CORRUGATED M 700.0000 1,400.00 2.000 1,400.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 60 200 MM ENTRANCE TAPER EA 600.0000 4,800.00 8.000 4,800.00 61 200 MM DOWNDRAIN SLIP JOINT EA 25.0000 200.00 8.000 200.00 62 450 MM ANCHOR ASSEMBLY EA 400.0000 800.00 2.000 800.00 63 GRATED LINE DRAIN M 550.0000 11,000.00 0.000 0.00 64 ROCK SLOPE PROTECTION M3 300.0000 600.00 1.620 486.00 (FACING, METHOD B) 65 SLOPE PAVING (CONCRETE) M3 1,800.0000 10,800.00 0.000 0.00 F) 66 MINOR CONCRETE (DITCH LINING) M3 570.0000 39,900.00 10.000 5,700.00 72.930 41,570.10 67 ROCK SLOPE PROTECTION FABRIC M2 1.0000 9.00 8.280 8.28 68 MINOR CONCRETE (GUTTER DEPRESSION) M3 540.0000 35,100.00 50.730 27,394.20 69 MINOR CONCRETE (GUTTER) M3 800.0000 60,000.00 75.000 60,000.00 70 MINOR CONCRETE (TEXTURED PAVING) M2 62.0000 49,600.00 799.200 49,550.40 799.200 49,550.40 71 MINOR CONCRETE (CURB, SIDEWALK AND M3 440.0000 24,200.00 3.610 1,588.40 49.480 21,771.20 CURB RAMP) 72 MISCELLANEOUS IRON AND STEEL KG 2.5000 27,010.00 9,176.000 22,940.00 F) 73 ISOLATION CASING KG 7.0000 27,503.00 3,929.000 27,503.00 F) 74 MISCELLANEOUS METAL KG 100.0000 2,600.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 75 MISCELLANEOUS METAL KG 40.0000 4,000.00 0.000 0.00 F) (RESTRAINER) (REUSE) 76 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 1,000.00 0.000 0.00 77 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0.00 78 OBJECT MARKER (TYPE K-1) EA 25.0000 50.00 2.000 50.00 79 OBJECT MARKER (TYPE L-1) EA 25.0000 325.00 4.000 100.00 80 METAL BEAM GUARD RAILING (STEEL POST) M 54.0000 136,080.00 141.820 7,658.28 2,402.720 129,746.88 81 VEGETATION CONTROL (MINOR CONCRETE) M2 51.0000 84,150.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 ------------------------------------------------------------------------------------------------------------------------------------ 82 CABLE RAILING (BLACK VINYL CLAD) M 51.0000 42,483.00 833.000 42,483.00 F) 83 TRANSITION RAILING (TYPE WB) EA 3,265.0000 13,060.00 2.000 6,530.00 3.000 9,795.00 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 4.000 2,400.00 10.000 6,000.00 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,680.0000 13,400.00 4.000 10,720.00 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,725.0000 22,425.00 3.000 5,175.00 5.000 8,625.00 87 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 7,200.00 36.000 7,200.00 36.000 7,200.00 F) 88 CONCRETE BARRIER (TYPE 732) M 200.0000 45,200.00 226.000 45,200.00 226.000 45,200.00 F) 89 CONCRETE BARRIER (TYPE 732A) M 180.0000 54,540.00 211.000 37,980.00 303.000 54,540.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 4,200.00 115.360 4,037.60 179.160 6,270.60 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 17,200.00 5,020.820 5,020.82 8,906.820 8,906.82 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,820.00 894.220 1,788.44 1,563.220 3,126.44 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,275.00 210.000 315.00 (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 119.00 168.000 117.60 334.000 233.80 (BROKEN 5.18 M - 2.14 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 13,440.00 70.410 49.29 70.410 49.29 (BROKEN 10.38 M - 4.26 M) 96 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 5,775.00 0.000 0.00 97 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 7,122.50 373.000 1,025.75 516.000 1,419.00 98 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.950 3,800.00 SYSTEM ELEMENTS DURING CONSTRUCTION 99 LIGHTING AND SIGN ILLUMINATION LS 420,000.0000 420,000.00 0.990 415,800.00 00 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 7,040.00 64.000 7,040.00 64.000 7,040.00 F) 01 SPRINKLER CONTROL CONDUIT (BRIDGE) M 110.0000 7,040.00 64.000 7,040.00 64.000 7,040.00 F) 02 MODIFY SIGNAL LS 7,000.0000 7,000.00 0.800 5,600.00 0.850 5,950.00 03 TRAFFIC OPERATIONS SYSTEM LS 595,000.0000 595,000.00 0.990 589,050.00 04 EXTINGGUISHABLE MESSAGE SIGN PANEL (LED) EA 9,000.0000 72,000.00 8.000 72,000.00 05 HIGHWAY ADVISORY RADIO SYSTEM EA 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 06 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 12,000.00 0.000 0.00 MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 05/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 09:02 AM ESTIMATE NO. 21 BID OPENING 10/06/09 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: SEALEY, HERMAN 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 791,995.89 18,345,074.04 ADJUSTMENT OF COMPENSATION 164,152.31 650,232.11 EXTRA WORK 217,484.38 1,371,498.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,173,632.58 20,366,804.29 07 MOBILIZATION LS 2040,000.0000 2,040,000.00 1.000 2,040,000.00 ORIGINAL CONTRACT AMOUNT 20,404,615.80 TOTAL WORK COMPLETED 1,173,632.58 22,406,804.29 MATERIALS ON HAND ON SITE 152,228.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,400.00 -28,800.00 TOTAL 1,159,232.58 22,530,232.93 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 11/17/09 375 11/09/09 12/02/09 12/01/11 203 164 64 1 95% 98% PROGRESS IS SATISFACTORY PENDING CCO SEALEY, HERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/27/11