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 02/03/10 EST. NO.24 TIME 11:40 AM R.E. NAME: CASSAUNDRA LOGRASSO 04-0060A4 --------------------------------------------------------------------------- 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 0130 1,022.20 E.W. @ F.A.(+) 031209 N 1A 0 016 0050 787.11 E.W. @ F.A.(+) 072909 N 526.10 025 0019 585.14 E.W. @ F.A.(+) 032608 N 1-A 0 0020 1,363.98 032708 N 1A 0 030 0008 1,689.26 E.W. @ L.S.(+) 111209 N 8X 0 041 0014-1 -228.41 E.W. @ F.A.(+) 102808 N 022 0 DAO CORRECTING ENTRY 0055-1 -3,802.80 091709 N 070 0 DAO CORRECTING ENTRY 0056-1 -1,785.00 091809 N 071 0 DAO CORRECTING ENTRY 0062-1 -7,702.97 100609 N 076 0 DAO CORRECTING ENTRY 0068-1 -9,907.87 102109 N 084 0 DAO CORRECTING ENTRY 0075-1 -5,090.40 103009 N 091 0 DAO CORRECTING ENTRY 0076-1 -1,519.12 110409 N 092 0 DAO CORRECTING ENTRY 0078-1 -4,248.64 073108 N 06A 0 DAO CORRECTING ENTRY 0082 2,263.14 072208 N 04B 0 0084 288.37 081908 N 07B 0 0085 669.70 041609 N 42A 0 0086 1,992.26 061709 N 46A 0 0087 1,861.94 090309 N 93B 0 0093 16,580.06 091509 N EX-2 0 050 0001 21,206.00 A.C. @ F.A.(+) 042808 N 1X 0 052 0024 1,248.50 E.W. @ F.A.(+) 102309 N 0530.0 061 0007 1,700.90 A.C. @ F.A.(+) 041509 N 529.10 066 0006-1 -558.00 E.W. @ U.P (+) 100509 Y 6X 0 DAO CORRECTING ENTRY 0006-2 7,533.00 100509 Y 6X 0 DAO CORRECTING ENTRY 067 0008-1 -2,079.95 E.W. @ F.A.(+) 082009 N 2 0 DAO CORRECTING ENTRY 0008-2 2,357.73 082009 N 2 0 DAO CORRECTING ENTRY 0009-1 -4,452.58 082109 N 3 0 DAO CORRECTING ENTRY 0009-2 4,301.62 082109 N 3 0 DAO CORRECTING ENTRY 0010-1 -1,891.08 083109 N 8 0 DAO CORRECTING ENTRY 0010-2 1,982.46 083109 N 8 0 DAO CORRECTING ENTRY 0011 3,632.18 061109 N E-4 0 070 0036 15,625.90 A.C. @ L.S.(+) 111209 N 36X 0 073 0013 856.18 E.W. @ F.A.(+) 060409 N 531.10 0014 408.38 110909 N 532 0 0015 1,800.21 111209 N 535 0 0016 4,997.54 111109 N 534 0 0017 5,846.24 111009 N 533 0 0018 280.85 111009 N 0533.1 0019 162.14 111109 N 0534.1 0020 55.64 111209 N 0535.1 0021 4,631.47 041609 N 2-A 0 0022 1,834.49 041609 N 2A 0 076 0013 185.28 E.W. @ F.A.(+) 052609 N 0523.0 0014 2,137.77 052809 N 0524.0 0015 610.70 082709 N X15 0 0016 3,213.70 022409 N X16 0 083 0018 3,695.62 E.W. @ F.A.(+) 082209 N 0489.1 085 0006 236.25 E.W. @ L.S.(+) 111209 N 6X 0 097 0011 697.72 E.W. @ F.A.(+) 061109 N 525.10 099 0040-1 -2,776.76 E.W. @ F.A.(+) 082409 N 1 0 DAO CORRECTING ENTRY 0040-2 3,081.47 082409 N 1 0 DAO CORRECTING ENTRY 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 02/03/10 EST. NO.24 TIME 11:40 AM R.E. NAME: CASSAUNDRA LOGRASSO 04-0060A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0042-1 -2,982.60 082509 N 4 0 DAO CORRECTING ENTRY 0042-2 3,096.33 082509 N 4 0 DAO CORRECTING ENTRY 0043-1 -2,439.65 082609 N 5 0 DAO CORRECTING ENTRY 0043-2 2,552.77 082609 N 5 0 DAO CORRECTING ENTRY 0044-1 -2,923.63 082709 N 6 0 DAO CORRECTING ENTRY 0044-2 4,749.62 082709 N 6 0 DAO CORRECTING ENTRY 0045-1 -901.43 082809 N 7 0 DAO CORRECTING ENTRY 0045-2 920.87 082809 N 7 0 DAO CORRECTING ENTRY 100 0021 1,575.00 E.W. @ F.A.(+) 082509 N EX-1 0 102 0002 10,961.50 E.W. @ F.A.(+) 093009 N 0527.0 0003 10,235.50 091809 N 0528.0 0004 442.82 091509 N 9.1 0 0005 2,460.37 081709 N 10.1 0 105 0001-1 -79,569.82 A.C. @ L.S.(+) 111209 N 1X 0 DAO CORRECTING ENTRY 0001-2 126,037.65 111209 N 1X 0 DAO CORRECTING ENTRY 151,594.82 TOTAL THIS ESTIMATE 8,721,635.06 TOTAL PREVIOUS ESTIMATE 8,873,229.88 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 02/03/10 EST. NO.24 TIME 11:40 AM R.E. NAME: CASSAUNDRA LOGRASSO 04-0060A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER LETTER #643 -560.00 18 0.00 -560.00 LABOR COMPLIANCE VIOLATION 2/2008-11/2008 -10,000.00 12 JAN 09 DEFICIENCIES -10,000.00 13 JAN 09 LC VIOLATIONS -10,000.00 14 RET 1/2 OF 1-11/08 5,000.00 15 RET 1/2 OF DEC 08 5,000.00 15 RET 1/2 OF JAN 08 5,000.00 15 RETURN OF PREVIOUS D 15,000.00 16 1/08 THRU 4/09 -8,250.00 17 JUNE 09 -500.00 18 AUGUST 2009 -6,000.00 20 SEPTEMBER 09 -1,000.00 21 RETURN PARTIAL 2,500.00 23 RETURN OF PREVIOUS 13,250.00 24 13,250.00 0.00 TOTAL DEDUCTIONS 13,250.00 -560.00 PROGRAM CAS145 PAGE 1 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 LOCATION RERUN SEMI-FINAL ESTIMATE 04-CC-680-23.9/25.5 ------------------------- 04-SOL-680-L0.0/L1.0 ACC / TOP GRADE JV IN CONTRA COSTA AND SOLANO COUNTIES 04-SOL-780-0.7/1.5 ERIC RONNING IN AND NEAR MARTINEZ AND BENICIA ON 50 CONTRACTORS STREET ROUTE 680 AND ON ROUTE 780 LIVERMORE, CA 94551 FED. AID NO. ACIM-680 -1(66)E ,ACIM-780 -2(351)E MODIFY APPROACHES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 5,500.0000 5,500.00 1.000 5,500.00 SYSTEM DATA DELIVERY 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500.00 03 TIME-RELATED OVERHEAD LS 2900,000.0000 2,900,000.00 1.000 2,900,000.00 04 TEMPORARY FENCE (TYPE ESA) M 9.0000 20,790.00 1,940.400 17,463.60 05 SHORING M 1,900.0000 1,995,000.00 980.000 1,862,000.00 06 CONSTRUCTION SITE MANAGEMENT LS 62,000.0000 62,000.00 1.000 62,000.00 07 HEALTH AND SAFETY PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 08 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 1.000 6,000.00 PREVENTION PLAN 09 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 200,000.0000 200,000.00 1.000 200,000.00 EXCAVATION DEWATERING 10 TEMPORARY SILT FENCE M 11.0000 31,460.00 2,145.000 23,595.00 11 TEMPORARY GRAVEL BAG BERM M 11.0000 12,100.00 100.000 1,100.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 28,000.00 8.000 22,400.00 13 TEMPORARY COVER M2 2.8000 16,604.00 5,882.420 16,470.78 14 TEMPORARY CHECK DAM M 21.0000 2,940.00 62.720 1,317.12 15 MOVE-IN/MOVE-OUT EA 1,100.0000 4,400.00 3.000 3,300.00 (TEMPORARY EROSION CONTROL) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 26,400.00 131.000 28,820.00 17 TEMPORARY HYDRAULIC MULCH M2 0.9000 35,550.00 11,368.000 10,231.20 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 19,000.0000 19,000.00 1.000 19,000.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 785.0000 117,750.00 150.000 117,750.00 20 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 S) 21 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,440.00 32.000 1,280.00 S) 24 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,200.0000 3,200.00 0.000 0.00 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 27.0000 121,500.00 3,882.000 104,814.00 S) 27 PLACE TEMPORARY RAILING (TYPE K) M 25.0000 54,500.00 2,426.500 60,662.50 S) 28 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 84.000 16,800.00 S) 29 TEMPORARY TRAFFIC SCREEN M 12.5000 27,250.00 2,207.000 27,587.50 S) 30 ABANDON CULVERT M 17.0000 19,720.00 1,353.740 23,013.58 31 ABANDON INLET EA 320.0000 8,000.00 31.000 9,920.00 32 OBLITERATE SURFACING M2 1.4000 5,474.00 2,501.000 3,501.40 33 REMOVE GATE EA 1,100.0000 2,200.00 2.000 2,200.00 34 REMOVE METAL BEAM GUARD RAILING M 28.0000 9,520.00 460.000 12,880.00 35 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 36 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.0000 13,200.00 0.000 0.00 37 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 63,600.00 7,742.330 30,969.32 STRIPE 38 REMOVE PAINTED TRAFFIC STRIPE M 1.7000 2,091.00 1,088.100 1,849.77 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.7000 42,930.00 3,812.460 10,293.64 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 33.0000 924.00 139.690 4,609.77 41 REMOVE PAVEMENT MARKER EA 2.1500 28,380.00 -76.000 -163.40 7,061.000 15,181.15 42 REMOVE ROADSIDE SIGN EA 85.0000 2,125.00 23.000 1,955.00 43 REMOVE SIGN STRUCTURE EA 6,000.0000 24,000.00 4.000 24,000.00 44 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 2,400.0000 12,000.00 5.000 12,000.00 PANEL FRAME 45 REMOVE SIGN PANEL EA 500.0000 15,000.00 26.000 13,000.00 46 REMOVE ASPHALT CONCRETE M3 19.0000 419,900.00 10,900.000 207,100.00 47 REMOVE ASPHALT CONCRETE DIKE M 2.9000 6,583.00 2,385.000 6,916.50 48 REMOVE CULVERT M 75.0000 19,500.00 216.600 16,245.00 49 REMOVE CORRUGATED METAL PIPE RISER EA 530.0000 530.00 1.000 530.00 PROGRAM CAS145 PAGE 3 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ROCK SLOPE PROTECTION M3 64.0000 2,240.00 9.600 614.40 51 REMOVE INLET EA 530.0000 11,130.00 23.000 12,190.00 52 REMOVE HEADWALL EA 1,060.0000 4,240.00 1.000 1,060.00 53 REMOVE MANHOLE EA 2,100.0000 2,100.00 1.000 2,100.00 54 REMOVE CONCRETE PAVEMENT M2 8.0000 15,440.00 3,134.050 25,072.40 55 REMOVE BASE AND SURFACING M3 18.0000 159,660.00 7,584.490 136,520.82 56 REMOVE CONCRETE DECK SURFACE M2 10.9000 131,563.00 5,844.000 63,699.60 57 SALVAGE METAL BEAM GUARD RAILING M 45.0000 4,950.00 128.000 5,760.00 58 SALVAGE CONCRETE BARRIER (TYPE K) M 12.0000 79,440.00 6,620.000 79,440.00 59 RELOCATE CONCRETE BARRIER (TYPE K) M 32.0000 40,320.00 1,258.700 40,278.40 60 RELOCATE ROADSIDE SIGN EA 480.0000 960.00 2.000 960.00 61 ADJUST INLET EA 2,100.0000 25,200.00 14.000 29,400.00 62 ADJUST FRAME AND GRATE TO GRADE EA 790.0000 790.00 1.000 790.00 63 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.2000 67,840.00 13,275.630 42,482.02 S) 64 REMOVE CONCRETE M3 370.0000 740.00 0.000 0.00 65 REMOVE CONCRETE CURB M 20.0000 760.00 398.020 7,960.40 66 REMOVE CONCRETE (LINED DITCH) M3 200.0000 2,200.00 14.840 2,968.00 67 REMOVE CONCRETE BARRIER M 46.0000 61,180.00 1,178.000 54,188.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 2.0000 106,400.00 53,200.000 106,400.00 69 CAP INLET EA 1,900.0000 7,600.00 4.000 7,600.00 70 BRIDGE REMOVAL, LOCATION A LS 80,000.0000 80,000.00 1.000 80,000.00 71 BRIDGE REMOVAL, LOCATION B LS 230,000.0000 230,000.00 1.000 230,000.00 72 BRIDGE REMOVAL, LOCATION C LS 80,000.0000 80,000.00 1.000 80,000.00 73 BRIDGE REMOVAL (PORTION), LOCATION A LS 1100,000.0000 1,100,000.00 1.000 1,100,000.00 74 BRIDGE REMOVAL (PORTION), LOCATION B LS 160,000.0000 160,000.00 1.000 160,000.00 75 BRIDGE REMOVAL (PORTION), TRAVELER RAIL LS 10,000.0000 10,000.00 1.000 10,000.00 76 SALVAGE CRASH CUSHION EA 220.0000 1,760.00 9.000 1,980.00 PROGRAM CAS145 PAGE 4 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 RAISE BRIDGE LS 350,000.0000 350,000.00 1.000 350,000.00 78 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 79 ROADWAY EXCAVATION M3 25.0000 1,122,500.00 61,612.440 1,540,311.00 80 ROADWAY EXCAVATION (CLASS II) M3 68.0000 1,088,000.00 20,454.240 1,390,888.32 81 LEAD COMPLIANCE PLAN LS 3,700.0000 3,700.00 1.000 3,700.00 82 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 20,500.00 823.000 20,575.00 83 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 86,400.00 820.000 98,400.00 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 65.0000 10,400.00 0.000 0.00 WALL) 85 SAND BACKFILL M3 75.0000 20,250.00 262.060 19,654.50 86 DITCH EXCAVATION M3 100.0000 7,600.00 78.000 7,800.00 87 IMPORTED MATERIAL (SHOULDER BACKING) TONN 56.0000 11,200.00 291.660 16,332.96 88 SUBGRADE ENHANCEMENT FABRIC M2 1.5000 5,100.00 3,887.780 5,831.67 89 GEOMEMBRANE (TYPE B) M2 22.0000 201,080.00 10,635.000 233,970.00 90 LIGHTWEIGHT EMBANKMENT MATERIAL M3 70.0000 966,000.00 12,247.000 857,290.00 (CELLULAR CONCRETE 4.7KN/M3) 91 LIGHTWEIGHT EMBANKMENT MATERIAL M3 70.0000 1,435,000.00 20,499.130 1,434,939.10 (CELLULAR CONCRETE 6.3KN/M3) 92 EROSION CONTROL (NETTING) M2 1.9000 3,990.00 4,266.000 8,105.40 S) 93 EROSION CONTROL (TYPE D) M2 2.3000 145,360.00 68,553.080 157,672.08 S) 94 FIBER ROLLS M 6.3000 44,856.00 3,922.250 24,710.18 S) 95 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 580.0000 2,320.00 4.000 2,320.00 S) 96 WATER METER EA 47,000.0000 94,000.00 2.000 94,000.00 S) 97 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,200.00 17.070 3,414.00 S) POLYETHYLENE PIPE CONDUIT 98 CLASS 4 AGGREGATE SUBBASE M3 28.0000 141,400.00 5,292.220 148,182.16 99 AGGREGATE BASE (APPROACH SLAB) M3 60.0000 10,200.00 0.000 0.00 00 CLASS 3 AGGREGATE BASE M3 70.0000 100,100.00 1,427.000 99,890.00 01 CEMENT TREATED BASE M3 90.0000 195,300.00 2,176.890 195,920.10 (ROAD-MIXED, CLASS A) 02 ASPHALT TREATED PERMEABLE BASE M3 155.0000 165,850.00 1,028.430 159,406.65 03 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,500.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALT CONCRETE (TYPE A) TONN 81.0000 3,256,200.00 40,892.830 3,312,319.23 05 ASPHALT CONCRETE (OPEN GRADED) TONN 104.0000 133,120.00 1,379.390 143,456.56 06 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 130.0000 154,700.00 1,447.220 188,138.60 07 PAVEMENT REINFORCING FABRIC M2 1.5000 15,150.00 3,980.000 5,970.00 08 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 18,000.00 296.700 8,901.00 AREA) 09 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 14.0000 20,580.00 2,005.500 28,077.00 10 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 17.0000 323.00 33.640 571.88 11 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 11.0000 5,720.00 660.870 7,269.57 12 LIQUID ASPHALT (PRIME COAT) TONN 1,100.0000 23,100.00 11.790 12,969.00 30.790 33,869.00 13 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,700.0000 30,600.00 18.000 30,600.00 14 CRACK EXISTING CONCRETE PAVEMENT M2 1.7000 15,657.00 2,694.000 4,579.80 15 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 284,750.00 335.000 284,750.00 F) 16 LIGHTWEIGHT CONCRETE M3 1,100.0000 1,265,000.00 1,159.610 1,275,571.00 F) 17 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 217,000.00 463.000 324,100.00 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 137,500.00 125.000 137,500.00 F) (TYPE R) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 45,000.00 45.000 45,000.00 F) (TYPE R MODIFIED) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 144,000.00 125.070 150,084.00 F) 21 MINOR CONCRETE (BACKFILL) M3 285.0000 2,280.00 11.480 3,271.80 22 PAVING NOTCH EXTENSION M3 5,500.0000 16,500.00 3.000 16,500.00 23 DRILL AND BOND DOWEL M 200.0000 12,400.00 38.000 7,600.00 24 EPOXY MORTAR M3 58,000.0000 58,000.00 1.000 58,000.00 25 CLEAN EXPANSION JOINT M 72.0000 39,960.00 555.000 39,960.00 26 ELASTOMERIC CONCRETE M3 40,000.0000 12,000.00 0.300 12,000.00 27 FURNISH POLYESTER CONCRETE OVERLAY M3 2,150.0000 2,666,000.00 1,267.410 2,724,931.50 28 PLACE POLYESTER CONCRETE OVERLAY M2 8.0000 425,600.00 53,200.000 425,600.00 F) 29 CORE CONCRETE (0 - 50 MM) M 300.0000 13,200.00 0.000 0.00 S) 30 CORE CONCRETE (51 MM - 100 MM) M 210.0000 19,740.00 87.000 18,270.00 S) PROGRAM CAS145 PAGE 6 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CORE CONCRETE (51 MM-100 MM) AND BOND M 540.0000 14,040.00 23.000 12,420.00 S) ANCHOR BOLT 32 JOINT SEAL (TYPE AL) M 60.0000 15,720.00 263.000 15,780.00 S) 33 JOINT SEAL (MR 30 MM) M 60.0000 16,200.00 270.000 16,200.00 S) 34 JOINT SEAL (MR 15 MM) M 50.0000 79,000.00 1,580.000 79,000.00 S) 35 JOINT SEAL (MR 40 MM) M 180.0000 44,100.00 245.000 44,100.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 3.4000 769,420.00 226,300.000 769,420.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 33,759.00 16,350.000 49,050.00 SF) 38 BAR REINFORCING STEEL (EPOXY COATED) KG 2.9000 28,130.00 9,700.000 28,130.00 SF)(BRIDGE) 39 HEADED BAR REINFORCEMENT EA 9.0000 25,020.00 2,780.000 25,020.00 SF) 40 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 397,800.00 66,300.000 397,800.00 SF) 41 ERECT STRUCTURAL STEEL (BRIDGE) KG 3.4000 225,420.00 65,981.000 224,335.40 SF) 42 STRUCTURAL STEEL (TRAVELER RAIL) KG 5.0000 125,500.00 3,000.000 15,000.00 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 121,560.00 10,130.000 121,560.00 SF) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 10,130.00 10,130.000 10,130.00 SF) 45 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 2,250.00 14.880 2,232.00 S) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 1,000.00 14.360 2,872.00 S) (1.6 MM-UNFRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 3,600.00 34.840 4,180.80 S) (2.0 MM-UNFRAMED) 48 1524 MM CAST-IN-DRILLED-HOLE M 6,200.0000 49,600.00 8.000 49,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 ROADSIDE SIGN - ONE POST EA 175.0000 7,350.00 52.000 9,100.00 50 ROADSIDE SIGN - TWO POST EA 370.0000 740.00 4.000 1,480.00 51 INSTALL SIGN OVERLAY M2 500.0000 550.00 1.080 540.00 52 CLEAN AND PAINT STRUCTURAL STEEL LS 300,000.0000 300,000.00 1.000 300,000.00 S) 53 CLEAN AND PAINT STRUCTURAL STEEL LS 150,000.0000 150,000.00 1.000 150,000.00 S) (TRAVELER RAIL) 54 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 415.0000 423,300.00 1,077.500 447,162.50 S) 55 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 210.0000 92,400.00 481.500 101,115.00 56 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 170.0000 81,600.00 480.700 81,719.00 57 600 MM ALTERNATIVE PIPE CULVERT M 307.0000 70,610.00 223.000 68,461.00 PROGRAM CAS145 PAGE 7 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM REINFORCED CONCRETE PIPE M 265.0000 4,240.00 17.000 4,505.00 59 450 MM REINFORCED CONCRETE PIPE M 530.0000 530.00 1.000 530.00 60 450 MM REINFORCED CONCRETE PIPE M 275.0000 3,025.00 10.900 2,997.50 (CLASS III) 61 100 MM PLASTIC PIPE UNDERDRAIN M 75.0000 3,000.00 0.000 0.00 62 80 MM PLASTIC PIPE (EDGE DRAIN) M 70.0000 20,300.00 540.000 37,800.00 63 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 70.0000 7,700.00 123.000 8,610.00 64 PERMEABLE MATERIAL (BLANKET) M3 100.0000 296,000.00 2,308.770 230,877.00 65 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 4,080.00 16.000 2,720.00 (1.63 MM THICK) 66 300 MM CONCRETE FLARED END SECTION EA 1,900.0000 1,900.00 0.000 0.00 67 450 MM CONCRETE FLARED END SECTION EA 2,100.0000 2,100.00 0.000 0.00 68 450 MM ALTERNATIVE FLARED END SECTION EA 610.0000 610.00 7.000 4,270.00 69 ROCK SLOPE PROTECTION M3 370.0000 1,110.00 2.890 1,069.30 (BACKING NO. 2, METHOD B) 70 MINOR CONCRETE (CURB) M3 610.0000 67,100.00 101.160 61,707.60 71 MINOR CONCRETE (MISCELLANEOUS M3 960.0000 38,400.00 43.160 41,433.60 CONSTRUCTION) 72 MINOR CONCRETE (COLOR PAVING) M3 640.0000 25,600.00 42.720 27,340.80 73 MISCELLANEOUS IRON AND STEEL KG 5.0000 35,100.00 8,092.000 40,460.00 SF) 74 MISCELLANEOUS METAL KG 1.0000 230.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 75 MISCELLANEOUS METAL KG 46.0000 75,900.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 76 MISCELLANEOUS METAL KG 1.0000 240.00 240.000 240.00 SF) 77 MISCELLANEOUS METAL (BRIDGE) KG 16.0000 357,440.00 22,340.000 357,440.00 SF) 78 CHAIN LINK FENCE (TYPE CL-0.9, M 33.0000 28,710.00 1,263.050 41,680.65 S) VINYL-CLAD) 79 CHAIN LINK FENCE (TYPE CL-1.2) M 32.0000 11,520.00 363.580 11,634.56 S) 80 CHAIN LINK FENCE (TYPE CL-1.5) M 46.0000 61,180.00 1,573.650 72,387.90 S) 81 CHAIN LINK FENCE (TYPE CL-1.8) M 56.0000 3,416.00 14.000 784.00 S) 82 3.6M CHAIN LINK GATE (TYPE CL-1.5) EA 1,650.0000 3,300.00 5.000 8,250.00 S) 83 6.6M CHAIN LINK GATE (TYPE CL-1.5) EA 2,400.0000 4,800.00 2.000 4,800.00 S) 84 DELINEATOR (CLASS 1) EA 50.0000 1,850.00 50.000 2,500.00 PROGRAM CAS145 PAGE 8 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 GUARD RAILING DELINEATOR EA 20.0000 1,980.00 237.000 4,740.00 86 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 6.000 300.00 87 METAL BEAM GUARD RAILING (WOOD POST) M 115.0000 52,900.00 1,469.500 168,992.50 S) 88 TUBULAR HANDRAILING M 230.0000 46,000.00 0.000 0.00 S) 89 RAIL FENCE (560 MM) M 240.0000 454,560.00 1,894.000 454,560.00 SF) 90 RAIL FENCE (1067 MM) M 340.0000 643,960.00 1,910.000 649,400.00 SF) 91 CONCRETE BARRIER (TYPE 25 MODIFIED) M 1,300.0000 5,200.00 4.000 5,200.00 F) 92 CONCRETE BARRIER (TYPE 25B MODIFIED) M 1,200.0000 7,200.00 6.000 7,200.00 F) 93 CONCRETE BARRIER (TYPE 25R MODIFIED) M 400.0000 22,800.00 41.000 16,400.00 F) 94 CONCRETE BARRIER (TYPE 25R) M 1,100.0000 5,500.00 5.000 5,500.00 F) 95 CONCRETE BARRIER MARKER EA 30.0000 6,300.00 150.000 4,500.00 S) 96 BURIED POST END ANCHOR EA 1,300.0000 1,300.00 2.000 2,600.00 S) 97 TRANSITION RAILING (TYPE WB) EA 3,600.0000 21,600.00 8.000 28,800.00 S) 98 END CAP EA 150.0000 300.00 6.000 900.00 S) 99 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 3,600.00 2.000 7,200.00 S) 00 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 25,200.00 12.000 33,600.00 S) 01 CRASH CUSHION, SAND FILLED EA 1,600.0000 1,600.00 0.000 0.00 S) 02 CRASH CUSHION (ADIEM) EA 26,000.0000 52,000.00 2.000 52,000.00 S) 03 CONCRETE BARRIER (TYPE 60) M 200.0000 210,000.00 1,709.890 341,978.00 04 CONCRETE BARRIER (TYPE 60C) M 400.0000 172,000.00 831.110 332,444.00 05 CONCRETE BARRIER (TYPE 60D) M 300.0000 141,000.00 458.800 137,640.00 06 CONCRETE BARRIER (TYPE 732 MODIFIED) M 250.0000 473,500.00 1,894.000 473,500.00 F) 07 CONCRETE BARRIER (TYPE 732B) MODIFIED M 400.0000 396,000.00 0.000 0.00 08 THERMOPLASTIC PAVEMENT MARKING M2 87.0000 19,140.00 6.230 542.01 607.530 52,855.11 S) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 51,480.00 5,107.900 6,640.27 32,883.880 42,749.04 S) 10 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,145.00 -49.380 -74.07 933.900 1,400.85 S) 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,415.00 1,227.750 1,841.63 3,117.220 4,675.83 S) PROGRAM CAS145 PAGE 9 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,800.00 1,144.200 1,716.30 S) (BROKEN 3.66 M - 0.92 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 6,435.00 4,875.150 6,337.70 S) (BROKEN 5.18 M - 2.14 M) 14 PARKING BUMPER (PRECAST CONCRETE) EA 55.0000 165.00 31.000 1,705.00 15 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 16,522.00 -10.000 -22.00 7,257.000 15,965.40 S) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.3000 23,220.00 -30.000 -129.00 7,048.000 30,306.40 S) 17 INSTALLATION OF CALL BOXES LS 410,000.0000 410,000.00 0.050 20,500.00 1.000 410,000.00 S) 18 SIGNAL AND LIGHTING LS 130,000.0000 130,000.00 1.000 130,000.00 S) 19 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 20 LIGHTING AND SIGN ILLUMINATION LS 520,000.0000 520,000.00 0.050 26,000.00 1.000 520,000.00 S) 21 LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.050 5,750.00 1.000 115,000.00 S) (STAGE CONSTRUCTION) 22 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 1.000 20,000.00 23 RELOCATION OF ELECTRICAL CONTROLS AND LS 18,000.0000 18,000.00 1.000 18,000.00 1.000 18,000.00 S) RACON 24 MODIFY SIGNAL LS 24,000.0000 24,000.00 1.000 24,000.00 S) 25 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) (SOUTH APPROACH) 26 TRAFFIC OPERATIONS SYSTEM LS 285,000.0000 285,000.00 1.000 285,000.00 S) (NORTH APPROACH) 27 TRAFFIC OPERATIONS SYSTEM LS 230,000.0000 230,000.00 1.000 230,000.00 S) (MAIN BRIDGE SPAN) 28 CAMERA STATION EA 45,000.0000 180,000.00 0.200 9,000.00 4.000 180,000.00 S) 29 BUILDING WORK LS 160,000.0000 160,000.00 1.000 160,000.00 S) 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 TEMPORARY RAILROAD CROSSING LS 25,000.0000 25,000.00 1.000 25,000.00 32 5.0 M TEMPORARY CHAIN LINK GATE EA 1,600.0000 1,600.00 0.000 0.00 (TYPE CL-1.8) 33 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 3,040.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 02/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0060A4 TIME 11:40 AM ESTIMATE NO. 24 BID OPENING 10/31/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/13/09 R.E. NAME: CASSAUNDRA LOGRASSO DATE OF THIS ESTIMATE 02/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 100,854.44 33,976,536.67 ADJUSTMENT OF COMPENSATION 85,000.63 3,009,960.46 EXTRA WORK 66,594.19 5,863,269.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 252,449.26 42,849,766.55 34 MOBILIZATION LS 3300,000.0000 3,300,000.00 1.000 3,300,000.00 ORIGINAL CONTRACT AMOUNT 37,155,902.00 TOTAL WORK COMPLETED 252,449.26 46,149,766.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 13,250.00 -560.00 TOTAL 265,699.26 46,149,206.55 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/17/07 340 01/14/08 01/14/08 11/13/09 459 24 89 6 100% 100% CASSAUNDRA LOGRASSO RESIDENT ENGINEER PROGRAM CAS145 DATE 02/03/10