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 04/21/09 EST. NO.39 TIME 02:15 PM R.E. NAME: RESTAINO, MIC 03-3555U4 --------------------------------------------------------------------------- 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 0236 300.66 E.W. @ F.A.(+) 092308 N 2584.3 0237 13.97 020909 N 3150.0 0238 158.12 021809 N 3170.0 0239 103.60 031209 N 3195.0 0241 138.60 102806 N 0262.3 0242 539.32 102806 N 0262.4 005 0037 830.30 E.W. @ F.A.(+) 011207 Y 0336.1 0038 308.94 103007 Y 0831.1 0039 342.54 081408 N 2544.1 0040 628.02 081308 N 2547.1 009 0025 1,693.27 E.W. @ F.A.(+) 030207 Y 0390.1 017 0011 2,483.42 E.W. @ F.A.(+) 071906 Y 0325.0 018 0005 536.94 E.W. @ F.A.(+) 080206 Y 0332.1 033 0040 864.98 E.W. @ F.A.(+) 020507 Y 0361.2 0041 2,963.08 020607 Y 0363.2 0042 832.96 040307 Y 0752.1 0043 1,444.72 020707 Y 0365.1 0044 190.13 020707 Y 0573.1 034 0122 1,995.16 E.W. @ F.A.(+) 030207 Y 0391.1 0126 150.76 060707 Y 0625.1 0127 898.87 022007 Y 1713.2 035 0015 353.41 E.W. @ F.A.(+) 020807 Y 0386.1 0016 89.04 022607 Y 0387.1 0017 76.06 020807 Y 0574.1 0019 733.47 072208 Y 2413.1 0020 223.41 072208 Y 2413.2 0021 445.67 082508 Y 2500.1 038 0007 502.07 E.W. @ F.A.(+) 121307 Y 0894.1 0008 252.96 121407 Y 0896.1 0009 47.52 121207 Y 1108.1 0010 1,320.00 110607 Y 1246.1 040 0039 41.35 E.W. @ F.A.(+) 072607 Y 0660.1 0041 3,390.21 021208 Y 1167.1 0042 1,382.08 072607 Y 0656.1 0043 1,264.94 072407 Y 0653.1 0046 520.77 022808 Y 2112.1 047 0007 1,484.66 E.W. @ F.A.(+) 060607 Y 0582.1 127 0010-1 -30,400.20 E.W. @ F.A.(+) 102308 N 3140.0 DAO CORRECTING ENTRY 0016 6,777.06 102208 N 3139.1 0017 12,550.61 102308 N 3140.1 0018 2,316.21 100908 N 3141.1 0019 6,037.77 101308 N 3142.1 0020 4,782.41 102408 N 3143.1 0021 1,309.49 103008 N 3144.1 0022 7,003.49 101008 N 3216.0 0023 4,714.69 101408 N 3217.0 0025 3,210.17 102108 N 3219.0 0026 134.68 101508 N 3220.0 0027 134.68 101608 N 3221.0 129 0002 2,579.04 E.W. @ F.A.(+) 100608 Y 2626.0 0003 2,807.93 100608 Y 2630.0 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 04/21/09 EST. NO.39 TIME 02:15 PM R.E. NAME: RESTAINO, MIC 03-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 148 0005 675.98 E.W. @ F.A.(+) 123008 Y 3033.1 0006 1,824.60 012809 N 3205.0 0007 1,844.18 012809 N 3207.0 153 0001 1,123.72 E.W. @ F.A.(+) 021209 N 3157.0 154 0001 5,000.00 A.C. @ L.S.(+) 032009 N 111 0 0004 10,000.00 042009 N 999 0 73,972.49 TOTAL THIS ESTIMATE 1,566,490.10 TOTAL PREVIOUS ESTIMATE 1,640,462.59 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 04/21/09 EST. NO.39 TIME 02:15 PM R.E. NAME: RESTAINO, MIC 03-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RETEST BACK CHARGE -1,500.00 04 COZEEP BACKCHARGE -3,554.00 05 TRACKING VIOLATION -3,000.00 07 COZEEP CANCELLATIONS -3,617.00 08 SWPPP -154,639.65 14 SWPPP 154,639.65 15 MISSING ITEM #14 -945.00 19 SUBCONTRACTING VIO -53,177.00 19 SWPPP DEDUCTION -253,174.24 19 MISSING CPM -278,390.61 20 RELEASE SWPPP 253,174.24 20 #114 GERMINATION % -166.32 22 RTN 10/07 CPM 278,390.60 22 MISSING NOVEMBER CPM -210,887.63 24 RTN CPM DEDUCT 210,887.63 25 SUBCONTRACTING VIO -9,786.00 26 SUB-VIOLATION DEDUCT -1,315.80 27 ITEM #114 SEED -67.30 33 CPM RETENTION -100,564.00 36 RETURN CPM DEDUCT 100,564.00 37 LATE CPM DEDUCTION -25,634.00 38 RESTAKING CHARGES -52,478.45 38 RELEASE CPM 25,634.00 39 ROAD USER COST 11DAY -72,600.00 39 -46,966.00 -202,206.88 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/06 -8,000.00 03 PER LTR DATED 8/06 -8,000.00 04 PER LTR DATED 9/06 -9,000.00 05 PER LTR DATED 10/06 -10,000.00 06 PER LTR DATED 11/06 -5,000.00 07 RTN 7/06 DEDUCTION 8,000.00 07 PER LTR DATED 12/06 -5,000.00 08 RELEASE EST #5 9,000.00 08 PER LTR DATED 1/07 -10,000.00 09 RELEASE ESTIMATE #8 5,000.00 09 PER LTR DATED 2/07 -8,000.00 10 RET #6, #7 DEDUCTION 15,000.00 10 PER LTR DATED 3/07 -5,000.00 11 RETURN EST#4 DEDUCT 8,000.00 11 PER LTR DATED 4/07 -5,000.00 12 PER LTR DATED 5/07 -5,000.00 13 PER LTR DATED 6/07 -9,000.00 14 PER LTR DATED 7/07 -10,000.00 16 RETURN 3/07 DEDUCT 5,000.00 16 RETURN 4/07 DEDUCT 5,000.00 16 PER LTR DATED 8/07 -5,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/21/09 EST. NO.39 TIME 02:15 PM R.E. NAME: RESTAINO, MIC 03-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RETURN 2/07 DEDUCT 8,000.00 17 PER LTR DATED 9/07 -10,000.00 18 RETURN 1/07 DEDUCT 10,000.00 18 RETURN 7/07 DEDUCT 10,000.00 18 PER LTR DATED 10/07 -10,000.00 19 PER LTR DATED 11/07 -10,000.00 20 RELEASE 5/7 DEDUCT 5,000.00 20 RELEASE 6/7 DEDUCT 9,000.00 20 RELEASE 9/7 DEDUCT 10,000.00 20 PER LTR DATED 12/07 -10,000.00 21 RETURN 08/07 DEDUCT 5,000.00 21 RETURN 11/07 DEDUCT 10,000.00 21 PER LTR 01/08 -10,000.00 22 PER LTR 02/08 -7,000.00 23 REC'D 10/07 PAYROLL 10,000.00 23 PER LTR DATED 3/08 -10,000.00 24 RTN 01/08 DEDUCT 7,000.00 25 RTN 02/08 DEDUCT 10,000.00 25 PER LTR 04/08 -10,000.00 25 PER LTR DATED 5/08 -5,000.00 26 RETURN 3/08 DEDUCT 10,000.00 26 PER LTR DATED 7/08 -10,000.00 28 PER LTR DATED 8/08 -5,000.00 30 PER LTR DATED 9/08 -10,000.00 31 RELEASE 12/07 10,000.00 31 PER LTR DATED 10/08 -10,000.00 32 PER LTR DATED 1/09 -10,000.00 36 PER LTR DATED 2/09 -8,000.00 37 RETURN 10/08 DEDUCT 10,000.00 37 RETURN 4/08 DEDUCT 10,000.00 37 RETURN 5/08 DEDUCT 5,000.00 37 RETURN 7/08 DEDUCT 10,000.00 37 RETURN 8/08 DEDUCT 5,000.00 37 RETURN 9/08 DEDUCT 10,000.00 37 PER 3/09 LTR -10,000.00 38 RETURN 2/09 DEDUCT 8,000.00 38 0.00 -20,000.00 OVERBID ITEMS OVERBID ITEM NO. 304 -722.03 04 OVERBID ITEM NO. 304 -361.01 06 OVERBID ITEM NO. 304 -288.81 12 OVERBID ITEM NO. 304 -72.21 24 0.00 -1,444.06 TOTAL DEDUCTIONS -46,966.00 -223,650.94 PROGRAM CAS145 PAGE 1 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 LOCATION PROGRESS ESTIMATE 03-ED-50-16.7/18.1 ----------------- MITCHELL ENGINEERING IN EL DORADO COUNTY IN PLACERVILLE P O BOX 34367 FROM 0.2 KM WEST OF WEST SAN FRANCISCO CA 94134 PLACERVILLE UNDERCROSSING TO CLAY STREET UNDERCROSSING AND AT HANGTOWN CREEK BRIDGE FED. AID NO. ACST-P050(110)E ,PE-P050(110)E ,BRLS-6203(14) WIDEN HIGHWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.975 8,775.00 02 TIME-RELATED OVERHEAD WDAY 5,400.0000 2,916,000.00 552.000 2,980,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 47.0000 846.00 0.000 0.00 S) 04 TEMPORARY FENCE (PEDESTRIAN BARRICADE) M 26.0000 5,200.00 205.500 5,343.00 S) 05 TEMPORARY FENCE (TYPE ESA) M 53.0000 53,530.00 908.500 48,150.50 06 TEMPORARY SUPPORT LS 219,000.0000 219,000.00 1.000 219,000.00 07 TEMPORARY CONDUIT SUPPORT/PROTECTION LS 10,000.0000 10,000.00 1.000 10,000.00 SYSTEM 08 TEMPORARY CAP INLET EA 1,200.0000 1,200.00 1.000 1,200.00 09 PREPARE RISK RESPONSE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 10 PREPARE STORM WATER POLLUTION LS 5,100.0000 5,100.00 1.000 5,100.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 52,000.0000 52,000.00 0.956 49,712.00 12 DEWATERING LS 228,000.0000 228,000.00 0.970 221,160.00 13 TEMPORARY CREEK DIVERSION SYSTEM LS 200,000.0000 200,000.00 0.999 199,800.00 14 TEMPORARY SILT FENCE M 19.0000 35,150.00 2,971.300 56,454.70 15 TEMPORARY GRAVEL BAG BERM M 63.0000 6,300.00 96.000 6,048.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 15,200.00 5.000 19,000.00 17 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.700 6,300.00 S) 18 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 0.975 263,250.00 S) 19 TYPE III BARRICADE EA 91.0000 2,548.00 27.000 2,457.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 19,000.00 529.340 20,114.92 S) 21 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 6,000.00 111.000 666.00 S) 22 TEMPORARY PAVEMENT MARKING (TAPE) M2 104.0000 13,520.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2000 91,840.00 25,751.600 82,405.12 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 58.0000 6,960.00 61.000 3,538.00 S) 25 TRAFFIC PLASTIC DRUM EA 157.0000 28,260.00 162.000 25,434.00 S) 26 TEMPORARY PAVEMENT MARKER EA 11.0000 13,970.00 848.000 9,328.00 S) 27 PORTABLE CHANGEABLE MESSAGE SIGN LS 61,000.0000 61,000.00 0.979 59,719.00 S) 28 TEMPORARY RAILING (TYPE K) M 65.0000 399,750.00 4,831.670 314,058.55 S) 29 TEMPORARY CRASH CUSHION MODULE EA 261.0000 60,030.00 205.000 53,505.00 S) 30 ABANDON CULVERT EA 447.0000 2,235.00 3.000 1,341.00 31 ABANDON SEWER MANHOLE EA 448.0000 1,792.00 4.000 1,792.00 S) 32 ABANDON PIPELINE EA 578.0000 1,156.00 2.000 1,156.00 S) 33 ABANDON SEWER (300 MM OR GREATER) M 237.0000 13,509.00 57.000 13,509.00 S) 34 ABANDON SEWER (LESS THAN 300 MM) EA 448.0000 10,752.00 11.000 4,928.00 S) 35 OBLITERATE SURFACING M2 3.6000 7,560.00 1,960.000 7,056.00 36 REMOVE FENCE M 15.0000 18,300.00 -18.300 -274.50 1,126.900 16,903.50 S) 37 REMOVE PIPE HANDRAILING M 71.0000 4,118.00 56.000 3,976.00 S) 38 REMOVE ENTRANCE TAPER EA 98.0000 490.00 3.000 294.00 39 REMOVE METAL BEAM GUARD RAILING M 42.0000 12,180.00 389.510 16,359.42 S) 40 REMOVE METAL BEAM BARRIER M 40.0000 3,000.00 76.240 3,049.60 165.540 6,621.60 S) 41 REMOVE FLARED END SECTION EA 210.0000 840.00 3.000 630.00 S) 42 ABANDON IRRIGATION BOX EA 547.0000 547.00 1.000 547.00 S) 43 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 24,950.00 964.680 4,823.40 964.680 4,823.40 S) STRIPE 44 REMOVE TRAFFIC STRIPE M 5.0000 59,000.00 7,209.450 36,047.25 S) 45 REMOVE PAVEMENT MARKING M2 52.0000 16,640.00 86.930 4,520.36 S) 46 REMOVE ROADSIDE SIGN EA 78.0000 5,694.00 45.000 3,510.00 47 REMOVE SIGN STRUCTURE LS 5,200.0000 5,200.00 1.000 5,200.00 48 REMOVE UNDERDRAIN PIPE M 18.0000 4,140.00 228.000 4,104.00 49 REMOVE SLOTTED PIPE M 126.0000 10,206.00 10.000 1,260.00 PROGRAM CAS145 PAGE 3 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT M 112.0000 22,400.00 130.300 14,593.60 51 REMOVE PIPE M 119.0000 3,332.00 2.000 238.00 20.900 2,487.10 52 REMOVE INLET EA 524.0000 10,480.00 15.000 7,860.00 53 REMOVE HEADWALL EA 715.0000 1,430.00 2.000 1,430.00 54 REMOVE DOWNDRAIN EA 472.0000 1,888.00 4.000 1,888.00 55 REMOVE SEWER MANHOLE EA 1,400.0000 63,000.00 37.000 51,800.00 S) 56 REMOVE RETAINING WALL M2 54.0000 19,440.00 337.110 18,203.94 57 REMOVE SEWER PIPE M 91.0000 273,000.00 2,472.600 225,006.60 S) 58 REMOVE ASPHALT CONCRETE SURFACING M2 18.0000 3,060.00 0.000 0.00 59 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 3,300.0000 3,300.00 1.000 3,300.00 60 RECONSTRUCT CHAIN LINK FENCE M 157.0000 6,123.00 44.500 6,986.50 44.500 6,986.50 S) 61 RECONSTRUCT METAL BEAM GUARD RAILING M 313.0000 90,770.00 176.450 55,228.85 S) (WOOD POST) 62 REMOVE CONCRETE (PEDESTRIAN RAMP) M3 1,000.0000 16,000.00 8.560 8,560.00 63 RESET PROPANE TANK EA 6,300.0000 37,800.00 6.000 37,800.00 S) 64 RELOCATE MAILBOX EA 730.0000 5,110.00 0.000 0.00 65 RELOCATE CRASH CUSHION (ADIEM) EA 1,300.0000 7,800.00 0.000 0.00 S) 66 RELOCATE ROADSIDE SIGN EA 183.0000 9,516.00 15.000 2,745.00 67 RELOCATE HISTORICAL MONUMENTS LS 16,000.0000 16,000.00 0.800 12,800.00 68 ADJUST INLET EA 1,700.0000 6,800.00 0.000 0.00 69 ADJUST MANHOLE TO GRADE EA 664.0000 1,328.00 0.000 0.00 70 ADJUST SEWER MANHOLE TO GRADE EA 2,000.0000 8,000.00 4.000 8,000.00 S) 71 MODIFY INLET EA 900.0000 3,600.00 2.000 1,800.00 72 CEMENTITIOUS PIPE LINING M 1,600.0000 115,200.00 72.000 115,200.00 73 REMODEL MANHOLE EA 2,400.0000 2,400.00 0.000 0.00 S) 74 REMODEL SEWER MANHOLE EA 11,000.0000 66,000.00 1.000 11,000.00 S) 75 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.4600 28,782.00 -96.500 -237.39 18,785.200 46,211.59 S) 76 REMOVE CONCRETE PEDESTAL M3 5,100.0000 11,730.00 2.300 11,730.00 PROGRAM CAS145 PAGE 4 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REMOVE CONCRETE (STRUCTURE) M3 128.0000 34,560.00 185.480 23,741.44 78 REMOVE CONCRETE CURB M 65.0000 313,950.00 5,135.340 333,797.10 79 REMOVE CONCRETE CURB AND SIDEWALK M 96.0000 21,120.00 135.200 12,979.20 80 REMOVE CONCRETE BARRIER M 67.0000 85,760.00 1,259.000 84,353.00 81 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 37,400.00 1,137.700 12,514.70 82 ACCESS OPENING, DECK EA 1,300.0000 7,800.00 6.000 7,800.00 83 CAP INLET EA 1,000.0000 8,000.00 5.000 5,000.00 84 REMOVE CRASH CUSHION EA 1,100.0000 2,200.00 1.000 1,100.00 85 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 1.000 160,000.00 86 BRIDGE REMOVAL, LOCATION B LS 30,000.0000 30,000.00 0.950 28,500.00 87 BRIDGE REMOVAL, LOCATION C LS 11,000.0000 11,000.00 1.000 11,000.00 88 BRIDGE REMOVAL (PORTION), LOCATION A LS 16,000.0000 16,000.00 0.950 15,200.00 89 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 1.000 15,000.00 90 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.950 85,500.00 91 ROADWAY EXCAVATION M3 21.0000 1,001,700.00 39,016.529 819,347.11 92 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 93 STRUCTURE EXCAVATION (BRIDGE) M3 21.0000 38,850.00 1,850.000 38,850.00 F) 94 STRUCTURE EXCAVATION (TYPE D) M3 167.0000 218,770.00 1,379.400 230,359.80 F) 95 STRUCTURE EXCAVATION (RETAINING WALL) M3 79.0000 316,711.00 3,165.400 250,066.60 F) 96 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 117,000.00 1,667.400 108,381.00 F) 97 STRUCTURE BACKFILL (SLURRY CEMENT) M3 95.0000 2,185.00 22.500 2,137.50 98 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 231,480.00 300.000 18,000.00 2,884.000 173,040.00 F) 99 PERVIOUS BACKFILL MATERIAL (RETAINING M3 104.0000 19,760.00 175.000 18,200.00 F) WALL) 00 SAND BACKFILL M3 96.0000 2,016.00 0.000 0.00 01 DITCH EXCAVATION M3 29.0000 3,770.00 130.000 3,770.00 02 IMPORTED BORROW M3 11.0000 113,300.00 14,969.000 164,659.00 03 IMPORTED MATERIAL (SHOULDER BACKING) M3 107.0000 20,330.00 8.000 856.00 PROGRAM CAS145 PAGE 5 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.834 41,700.00 S) 05 DUFF M2 3.1300 43,820.00 0.000 0.00 06 EROSION CONTROL (BLANKET) M2 6.0000 9,720.00 1,087.100 6,522.60 07 STRAW (EROSION CONTROL) TONN 1,500.0000 48,000.00 8.389 12,583.50 S) 08 FIBER (EROSION CONTROL) KG 1.2600 8,064.00 2,008.400 2,530.58 S) 09 FIBER ROLLS M 14.0000 50,680.00 3,467.560 48,545.84 10 ROOT WAD REVETMENT LS 21,000.0000 21,000.00 1.000 21,000.00 11 BOULDER PLACEMENT LS 17,000.0000 17,000.00 1.000 17,000.00 12 COMPOST (EROSION CONTROL) M3 420.0000 10,080.00 7.228 3,035.76 S) 13 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 6,600.00 5.000 5,500.00 S) 14 PURE LIVE SEED (EROSION CONTROL) KG 126.0000 55,440.00 133.865 16,866.99 S) 15 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.1300 30,048.00 2,892.600 9,053.84 S) 16 STABILIZING EMULSION (EROSION CONTROL) KG 2.8800 4,608.00 565.500 1,628.64 S) 17 PLANT (GROUP W) EA 11.0000 23,870.00 1,900.000 20,900.00 S) 18 WILLOW BUNDLE EA 157.0000 4,239.00 0.000 0.00 19 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 20 WATER METER EA 5,000.0000 10,000.00 0.000 0.00 S) 21 200 MM CORRUGATED HIGH DENSITY M 132.0000 22,440.00 45.300 5,979.60 POLYETHYLENE PIPE CONDUIT 22 150 MM GALVANIZED STEEL PIPE M 297.0000 1,188.00 4.900 1,455.30 23 CLASS 2 AGGREGATE BASE M3 68.0000 686,800.00 8,212.810 558,471.08 24 REPLACE ASPHALT CONCRETE SURFACING M3 261.0000 13,572.00 33.570 8,761.77 25 ASPHALT CONCRETE (TYPE A) TONN 97.0000 2,182,500.00 19,510.800 1,892,547.60 26 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 689.0000 454,740.00 386.150 266,057.35 AREA) 27 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 156.00 0.000 0.00 28 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 366.00 0.000 0.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 7,980.00 0.000 0.00 30 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 3,300.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 FURNISH STEEL PILING (HP 310 X 125) M 90.0000 101,520.00 823.800 74,142.00 33 DRIVE STEEL PILE (HP 310 X 125) EA 1,420.0000 230,040.00 162.000 230,040.00 S) 34 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,891.0000 94,550.00 67.990 128,569.09 S) PILING 35 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 54,000.00 -10.370 -46,665.00 12.000 54,000.00 S) PILING 36 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 3,400.0000 204,000.00 41.210 140,114.00 S) PILING (ROCK SOCKET) 37 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,300.0000 374,100.00 1.853 7,967.90 86.863 373,510.90 S) PILING (ROCK SOCKET) 38 PRESTRESSING CAST-IN-PLACE CONCRETE LS 294,000.0000 294,000.00 0.978 287,532.00 S) 39 PRESTRESSING (TRANSVERSE) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 40 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 255,000.00 535.000 267,500.00 F) 41 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 4,356,000.00 3,664.210 4,397,052.00 F) 42 STRUCTURAL CONCRETE, RETAINING WALL M3 687.0000 939,129.00 16.570 11,383.59 1,206.996 829,206.25 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 2,700.0000 32,400.00 12.000 32,400.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,300.0000 184,000.00 60.120 138,276.00 F) (TYPE EQ) 45 CLASS 4 CONCRETE (BACKFILL) M3 132.0000 19,800.00 0.000 0.00 46 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 213,900.00 1.360 3,128.00 77.070 177,261.00 F) 47 ANTI-GRAFFITI COATING M2 55.0000 162,800.00 0.000 0.00 48 DRYSTACK ROCK TEXTURE M2 203.0000 131,950.00 512.000 103,936.00 F) 49 HANDCUT ROCK FACE TEXTURE M2 550.0000 63,250.00 59.860 32,923.00 F) 50 LEDGESTONE TEXTURE M2 377.0000 60,320.00 103.700 39,094.90 F) 51 DRILL AND BOND DOWEL M 310.0000 12,400.00 40.000 12,400.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 72,000.00 16.000 72,000.00 S) DECK UNIT (SLAB-TYPE) 53 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 4,800.0000 76,800.00 16.000 76,800.00 S) UNIT 54 FURNISH POLYESTER CONCRETE OVERLAY M3 2,700.0000 189,000.00 31.250 84,375.00 55 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 183,040.00 952.700 49,540.40 F) 56 CONCRETE ANCHOR EA 471.0000 942.00 0.000 0.00 57 JOINT SEAL (MR 30 MM) M 314.0000 3,140.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 JOINT SEAL (MR 40 MM) M 209.0000 17,974.00 0.000 0.00 S) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 JOINT SEAL (SILICONE ONLY) (MR 50MM) M 1,100.0000 5,500.00 0.000 0.00 S) 62 BAR REINFORCING STEEL KG 3.0000 1,794.00 0.000 0.00 F) 63 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 698,750.00 283,528.000 708,820.00 SF) 64 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 143,883.00 96,627.900 144,941.85 SF) 65 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4200 469,480.00 189,586.000 458,798.12 SF)(BRIDGE) 66 HEADED BAR REINFORCEMENT EA 58.0000 56,840.00 980.000 56,840.00 S) 67 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 90,915.00 827.000 9,097.00 8,265.000 90,915.00 F) 68 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 16,530.00 8,265.000 16,530.00 SF) 69 1377 MM CAST-IN-DRILLED-HOLE CONCRETE M 6,300.0000 69,300.00 4.900 30,870.00 S) PILE (SIGN FOUNDATION) 70 ROADSIDE SIGN - ONE POST EA 198.0000 14,058.00 47.000 9,306.00 71 ROADSIDE SIGN - TWO POST EA 628.0000 6,280.00 8.000 5,024.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 131.0000 4,978.00 33.000 4,323.00 METHOD) 73 INSTALL ROADSIDE SIGN PANEL ON BARRIER EA 157.0000 157.00 0.000 0.00 74 PREPARE AND PAINT CONCRETE M2 79.0000 101,120.00 935.200 73,880.80 75 450 MM ALTERNATIVE PIPE CULVERT M 226.0000 131,080.00 367.680 83,095.68 76 600 MM ALTERNATIVE PIPE CULVERT M 291.0000 66,930.00 209.180 60,871.38 77 450 MM REINFORCED CONCRETE PIPE M 693.0000 138,600.00 148.510 102,917.43 78 600 MM REINFORCED CONCRETE PIPE M 762.0000 1,143.00 0.000 0.00 79 900 MM REINFORCED CONCRETE PIPE M 769.0000 22,301.00 26.300 20,224.70 80 300 MM CORRUGATED STEEL PIPE M 263.0000 8,942.00 35.000 9,205.00 (2.01 MM THICK) 81 450 MM SLOTTED CORRUGATED STEEL PIPE M 519.0000 306,210.00 67.700 35,136.30 (4.27 MM THICK) 82 SEWER CLEANOUT EA 846.0000 35,532.00 31.000 26,226.00 83 FLUSHING BRANCH EA 2,359.0000 18,872.00 5.000 11,795.00 84 200 MM NON-PERFORATED STEEL PIPE M 280.0000 3,360.00 9.400 2,632.00 UNDERDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 8 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 200 MM PERFORATED PLASTIC M 258.0000 30,960.00 78.680 20,299.44 PIPE UNDERDRAIN 86 450 MM BITUMINOUS COATED CORRUGATED M 229.0000 27,480.00 103.900 23,793.10 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 87 BITUMINOUS COATED FLUME DOWNDRAIN M 30.0000 870.00 28.400 852.00 88 450 MM BITUMINOUS COATED ENTRANCE TAPER EA 453.0000 453.00 0.000 0.00 89 BITUMINOUS COATED TAPERED INLET EA 203.0000 406.00 2.000 406.00 90 FLUME ANCHOR ASSEMBLY EA 184.0000 1,656.00 4.000 736.00 91 450 MM ANCHOR ASSEMBLY EA 201.0000 2,613.00 3.000 603.00 7.000 1,407.00 92 DRAINAGE INLET MARKER EA 85.0000 2,550.00 0.000 0.00 93 GRATED LINE DRAIN M 331.0000 17,874.00 78.000 25,818.00 94 300 MM WELDED STEEL PIPE CASING M 878.0000 166,820.00 190.000 166,820.00 S) (PIPE SUPPORT) 95 500 MM WELDED STEEL PIPE CASING M 2,200.0000 418,000.00 0.000 0.00 S) (6.35 MM THICK, JACKED) 96 450 MM BITUMINOUS COATED STEEL EA 434.0000 2,604.00 6.000 2,604.00 FLARED END SECTION 97 450 MM ALTERNATIVE FLARED END SECTION EA 286.0000 2,860.00 1.000 286.00 6.000 1,716.00 98 600 MM ALTERNATIVE FLARED END SECTION EA 326.0000 978.00 1.000 326.00 3.000 978.00 99 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 3,000.0000 9,000.00 3.000 9,000.00 00 200 MM DUCTILE IRON PIPE WATER MAIN M 225.0000 69,750.00 302.540 68,071.50 S) 01 150 MM DUCTILE IRON PIPE WATER MAIN M 290.0000 9,280.00 28.450 8,250.50 S) 02 25 MM WATER SERVICE LINE M 67.0000 8,040.00 42.000 2,814.00 S) 03 WATER LINE APPURTENANCES LS 32,000.0000 32,000.00 0.950 30,400.00 S) 04 100 MM DUCTILE IRON PIPE M 369.0000 44,280.00 105.086 38,776.73 S) 05 150 MM DUCTILE IRON PIPE M 465.0000 218,550.00 289.650 134,687.25 S) 06 200 MM DUCTILE IRON PIPE M 301.0000 180,600.00 337.250 101,512.25 S) 07 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 08 TELEVISION INSPECTION LS 8,400.0000 8,400.00 0.900 7,560.00 09 SHALLOW SEWER MANHOLE EA 1,900.0000 5,700.00 0.000 0.00 10 CONCRETE SEWER MANHOLE EA 12,000.0000 372,000.00 32.000 384,000.00 S) PROGRAM CAS145 PAGE 9 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 DROP SEWER MANHOLE EA 10,000.0000 260,000.00 23.000 230,000.00 S) 12 ROCK SLOPE PROTECTION (75 MM, METHOD B) M3 115.0000 2,185.00 18.800 2,162.00 13 ROCK SLOPE PROTECTION (2T, METHOD A) M3 104.5300 18,815.40 139.600 14,592.39 14 ROCK SLOPE PROTECTION (1T, METHOD A) M3 94.0000 22,560.00 228.800 21,507.20 15 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 104.0000 18,720.00 157.000 16,328.00 16 ROCK SLOPE PROTECTION M3 148.0000 26,640.00 186.560 27,610.88 (FACING, METHOD B) 17 ROCK SLOPE PROTECTION M3 125.0000 42,500.00 115.000 14,375.00 (BACKING NO. 2, METHOD B) 18 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 111,250.00 482.360 60,295.00 19 SLOPE PAVING (LEDGESTONE PAVER) M2 293.0000 234,400.00 800.000 234,400.00 F) 20 COBBLESTONE M3 51.0000 510.00 1.000 51.00 21 ROCK SLOPE PROTECTION FABRIC M2 4.0000 9,280.00 924.600 3,698.40 22 MINOR CONCRETE (CURB) M3 1,000.0000 36,000.00 3.143 3,143.00 34.906 34,906.00 23 MINOR CONCRETE (MISCELLANEOUS M3 576.0000 43,200.00 0.880 506.88 62.210 35,832.96 CONSTRUCTION) 24 MINOR CONCRETE (CURB, GUTTER & SIDEWALK) M3 526.0000 131,500.00 232.770 122,437.02 25 MINOR CONCRETE (CURB AND GUTTER) M3 776.0000 147,440.00 190.800 148,060.80 26 MINOR CONCRETE (CURB AND SIDEWALK) M3 892.0000 29,436.00 13.850 12,354.20 27 MINOR CONCRETE (CURB, SIDEWALK & M3 1,300.0000 2,600.00 1.800 2,340.00 DRIVEWAY) 28 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 1,200.0000 15,600.00 22.390 26,868.00 AND DRIVEWAY) 29 MINOR CONCRETE (CURB, GUTTER & DRIVEWAY) M3 775.0000 5,425.00 0.000 0.00 30 MINOR CONCRETE (GUTTER) M 212.0000 23,956.00 0.000 0.00 F) 31 MINOR CONCRETE (SIDEWALK) M3 757.0000 22,710.00 16.720 12,657.04 F) 32 MINOR CONCRETE (TEXTURED PAVING) M3 599.0000 149,750.00 3.700 2,216.30 90.720 54,341.28 33 MINOR CONCRETE (CURB RAMP) M3 1,300.0000 20,800.00 12.290 15,977.00 34 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,520.00 7,456.000 29,824.00 SF) 35 MISCELLANEOUS IRON AND STEEL KG 4.0000 88,884.00 9,830.000 39,320.00 SF)(SEWER SYSTEM) 36 PIPE SUPPORT (CREEK CROSSING) EA 27,000.0000 27,000.00 0.000 0.00 37 MANHOLE FRAME AND COVER EA 151.0000 453.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 MISCELLANEOUS METAL (BRIDGE) KG 53.0000 33,390.00 260.000 13,780.00 SF) 39 ISOLATION CASING KG 20.0000 36,000.00 1,800.000 36,000.00 SF) 40 CHAIN LINK FENCE (TYPE CL-1.2, M 105.0000 2,835.00 0.000 0.00 S) VINYL-CLAD) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 42.0000 15,540.00 18.000 756.00 18.000 756.00 S) 42 CHAIN LINK FENCE (TYPE CL-1.8, M 62.0000 11,780.00 160.000 9,920.00 S) VINYL-CLAD) 43 DELINEATOR (CLASS 2) EA 40.0000 2,760.00 35.000 1,400.00 44 HIGHWAY POST MARKER EA 42.0000 168.00 0.000 0.00 45 OBJECT MARKER (TYPE L-1) EA 42.0000 168.00 0.000 0.00 46 METAL BEAM GUARD RAILING (WOOD POST) M 84.0000 90,720.00 827.910 69,544.44 S) 47 IRON FENCE M 525.0000 73,500.00 28.500 14,962.50 S) 48 IRON FENCE WITH HANDRAILING (TYPE B) M 524.0000 16,768.00 26.000 13,624.00 49 IRON FENCE WITH HANDRAILING M 513.0000 235,980.00 0.000 0.00 SF) 50 BARRIER MOUNTED IRON RAILING M 525.0000 37,275.00 0.000 0.00 SF) 51 BARRIER MOUNTED IRON RAILING (TYPE B) M 525.0000 267,750.00 475.450 249,611.25 S) 52 PIPE HANDRAILING M 524.0000 15,720.00 0.000 0.00 SF) 53 PIPE HANDRAILING (WALL TYPE) M 523.0000 2,092.00 3.500 1,830.50 S) 54 TUBULAR HANDRAILING M 210.0000 50,610.00 182.000 38,220.00 SF) 55 TUBULAR BICYCLE RAILING M 315.0000 47,250.00 150.000 47,250.00 F) 56 CONCRETE BARRIER (TYPE 26 MODIFIED) M 365.0000 73,730.00 202.000 73,730.00 F) 57 CONCRETE BARRIER (TYPE 26B) M 908.0000 35,412.00 39.000 35,412.00 58 CABLE RAILING M 51.0000 13,158.00 252.000 12,852.00 SF) 59 TRANSITION RAILING (TYPE WB) EA 1,100.0000 4,400.00 4.000 4,400.00 S) 60 END CAP EA 523.0000 1,046.00 1.000 523.00 S) 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,600.0000 6,400.00 3.000 4,800.00 S) 62 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,100.0000 5,500.00 5.000 5,500.00 S) 63 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,100.0000 3,300.00 2.000 2,200.00 S) 64 CRASH CUSHION (ADIEM) EA 21,000.0000 168,000.00 4.000 84,000.00 S) PROGRAM CAS145 PAGE 11 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 CRASH CUSHION (REACT 9SCBS) EA 52,000.0000 52,000.00 1.000 52,000.00 1.000 52,000.00 S) 66 CRASH CUSHION (WIDETRACC) EA 62,000.0000 62,000.00 0.000 0.00 S) 67 PORTABLE CONCRETE BARRIER (TYPE 60K) M 209.0000 81,510.00 215.400 45,018.60 68 CONCRETE BARRIER (TYPE 60A) M 217.0000 13,671.00 58.500 12,694.50 F) 69 CONCRETE BARRIER (TYPE 60C) M 270.0000 286,200.00 1,066.500 287,955.00 70 CONCRETE BARRIER (TYPE 60E) M 500.0000 6,500.00 13.000 6,500.00 71 CONCRETE BARRIER (TYPE 60SC) M 189.0000 32,130.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 541.0000 15,148.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 732 MODIFIED) M 334.0000 97,528.00 288.000 96,192.00 F) 74 CONCRETE BARRIER (TYPE 732B MOD) M 413.0000 214,760.00 485.100 200,346.30 75 CONCRETE BARRIER (TYPE 732A) M 600.0000 17,400.00 29.000 17,400.00 F) 76 CONCRETE BARRIER (TYPE 732B) M 580.0000 15,080.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 80 MODIFIED) M 2,278.0000 34,170.00 9.900 22,552.20 F) 78 CONCRETE BARRIER (TYPE 80SW MODIFIED) M 2,370.0000 106,650.00 35.900 85,083.00 F) 79 CONCRETE BARRIER (TYPE 80R MODIFIED) M 2,500.0000 22,500.00 7.200 18,000.00 F) 80 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 21,420.00 42.260 1,774.92 S) 81 THERMOPLASTIC TRAFFIC STRIPE M 1.0500 11,970.00 8,015.800 8,416.59 S) (SPRAYABLE) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,960.00 0.000 0.00 S) 83 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,720.00 0.000 0.00 S) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,650.00 1,155.000 1,155.00 S) (BROKEN 10.98 M - 3.66 M) 86 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 1,320.00 30.920 680.24 S) 87 PARKING BUMPER (PRECAST CONCRETE) EA 105.0000 6,300.00 18.000 1,890.00 88 PAVEMENT MARKER EA 12.0000 15,360.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 89 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 337,000.0000 337,000.00 0.960 323,520.00 S) 90 LIGHTING (CITY STREET) LS 128,000.0000 128,000.00 0.962 123,136.00 S) 91 LIGHTING (CITY STREET) LS 429,000.0000 429,000.00 0.900 386,100.00 S) PROGRAM CAS145 PAGE 12 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 HIGHWAY LIGHTING LS 131,000.0000 131,000.00 0.932 122,092.00 S) 93 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 94 SIGN ILLUMINATION LS 29,000.0000 29,000.00 0.500 14,500.00 S) 95 CLOSED CIRCUIT TELEVISION SYSTEM LS 19,000.0000 19,000.00 1.000 19,000.00 S) 96 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 183,000.0000 183,000.00 0.967 176,961.00 S) 97 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 229,000.0000 229,000.00 0.912 208,848.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 222,000.0000 222,000.00 0.833 184,926.00 S) 99 150 MM PVC CONDUIT (PG&E) M 1,117.0000 51,382.00 46.000 51,382.00 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 REMOVE CONCRETE PAVEMENT M3 546.0000 1,365.00 0.000 0.00 02 JOINT SEAL ASSEMBLY (MR 100 MM) M 320.0000 800.00 25.000 8,000.00 S) 03 POLYVINYL CHLORIDE SEWER PIPE M 651.0000 839,790.00 1,221.095 794,932.85 S) PROGRAM CAS145 PAGE 13 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 02:15 PM ESTIMATE NO. 39 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 77,334.28 26,871,158.03 ADJUSTMENT OF COMPENSATION 15,000.00 442,633.26 EXTRA WORK 58,972.49 1,197,829.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 151,306.77 28,511,620.62 04 MOBILIZATION LS 3500,000.0000 3,500,000.00 1.000 3,500,000.00 ORIGINAL CONTRACT AMOUNT 34,985,559.40 TOTAL WORK COMPLETED 151,306.77 32,011,620.62 MATERIALS ON HAND ON SITE 279,281.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -46,966.00 -223,650.94 TOTAL 104,340.77 32,067,251.14 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 304 MOBILIZATION 3,498,555.94 3,500,000.00 1,444.06 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/03/06 540 05/26/06 06/12/06 06/24/09 557 153 33 0 88% 97% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/09/09. RESTAINO, MIC RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/09