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 12/20/07 EST. NO.23 TIME 10:39 AM R.E. NAME: NOZZARI, S. RAY 04-245414 --------------------------------------------------------------------------- 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 0062 611.82 E.W. @ F.A.(+) 021407 N 0314.0 0088 1,506.51 062507 Y 0609.0 0089 215.80 062607 Y 0611.0 0091 215.80 062707 Y 0617.0 0092 215.80 062807 Y 0621.0 0100 119.88 032207 Y 0655.0 0101 51.99 051807 Y 0656.0 0102 51.14 053007 Y 0657.0 0161 335.50 121506 Y 0859.0 081 0001 9,009.00 E.W. @ L.S.(+) 101207 N 081001 12,333.24 TOTAL THIS ESTIMATE 1,430,236.71 TOTAL PREVIOUS ESTIMATE 1,442,569.95 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 12/20/07 EST. NO.23 TIME 10:39 AM R.E. NAME: NOZZARI, S. RAY 04-245414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 5 - 3 ANOMALY -529.26 03 SWPP NON-COMPLIANCE -100,000.00 03 RETURN SWPP JUNE 100,000.00 04 0.00 -529.26 LABOR COMPLIANCE VIOLATION INCORRECT PAYROLLS -10,000.00 03 INCORRECT PAYROLLS -10,000.00 04 PAYROLL ISSUES -10,000.00 05 RETURN PAROLL RET 15,000.00 06 SEPT PAYROLLS -10,000.00 07 RETURN DEDUCTS 25,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 -529.26 PROGRAM CAS145 PAGE 1 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 LOCATION RERUN PROGRESS ESTIMATE 04-SON-101-19.5/21.6 ----------------------- MCM CONSTRUCTION, INC IN SONOMA COUNTY IN SANTA ROSA AT P O BOX 620 VARIOUS LOCATIONS NORTH HIGHLANDS, CA 95660 FED. AID NO. ACNH-Q101(107)E ,CML-6204(59) WIDEN FREEWAY TO 6 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 JACKING SUPERSTRUCTURE LS 200,000.0000 200,000.00 0.660 132,000.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,600.0000 3,600.00 0.500 1,800.00 03 TIME-RELATED OVERHEAD WDAY 5,000.0000 3,730,000.00 22.000 110,000.00 427.000 2,135,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 4,800.00 393.000 7,860.00 05 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.250 750.00 1.000 3,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 0.071 24,850.00 0.571 199,850.00 08 DEWATERING & NON-STORM WATER DISCHARGE L 0.4000 182,000.00 409,500.000 163,800.00 CONTROL 09 TEMPORARY HYDRAULIC MULCH (BFM) M2 1.5000 9,000.00 5,861.000 8,791.50 10 TEMPORARY SILT FENCE M 13.0000 26,000.00 107.480 1,397.24 714.860 9,293.18 S) 11 TEMPORARY CREEK DIVERSION SYSTEM LS 120,000.0000 120,000.00 0.660 79,200.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 40,000.00 4.000 16,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 7.250 43,500.00 14 TEMPORARY COVER M2 12.0000 21,600.00 1,498.400 17,980.80 5,917.090 71,005.08 15 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 19,500.00 72.000 46,800.00 16 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.842 33,680.00 S) 17 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 -0.100 -25,000.00 0.571 142,750.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 13,800.00 40.000 1,200.00 173.000 5,190.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 75,000.00 4.000 100,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 45.0000 1,188,000.00 18,591.226 836,605.17 S) 21 TEMPORARY CRASH CUSHION MODULE EA 300.0000 135,000.00 72.000 21,600.00 715.100 214,530.00 S) 22 ABANDON CULVERT EA 2,800.0000 22,400.00 6.000 16,800.00 PROGRAM CAS145 PAGE 2 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 1,100.0000 3,300.00 1.000 1,100.00 24 CLEAN DRAINAGE FACILITIES EA 7,000.0000 210,000.00 16.000 112,000.00 37.000 259,000.00 25 OBLITERATE SURFACING M2 7.0000 13,790.00 1,796.500 12,575.50 26 REMOVE CHAIN LINK FENCE M 20.0000 16,800.00 548.000 10,960.00 3,311.332 66,226.64 27 REMOVE METAL BEAM GUARD RAILING M 26.0000 25,480.00 183.250 4,764.50 28 REMOVE THRIE BEAM BARRIER M 29.0000 152,250.00 6,012.680 174,367.72 29 REMOVE DOUBLE THRIE BEAM BARRIER M 46.0000 6,440.00 140.400 6,458.40 30 REMOVE FLARED END SECTION EA 225.0000 900.00 0.000 0.00 31 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 91,400.00 11,355.762 22,711.52 32 REMOVE PAINTED PAVEMENT MARKING M2 50.0000 11,500.00 90.685 4,534.25 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 26,800.00 11,089.246 22,178.49 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M 50.0000 12,500.00 104.929 5,246.45 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 5.0000 49,400.00 7,215.848 36,079.24 (YELLOW) 36 REMOVE PAVEMENT MARKER EA 2.0000 26,600.00 3,292.000 6,584.00 37 REMOVE ROADSIDE SIGN EA 125.0000 5,125.00 27.000 3,375.00 38 REMOVE SIGN STRUCTURE EA 8,000.0000 48,000.00 1.000 8,000.00 39 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 6,000.00 2.000 4,000.00 40 REMOVE ASPHALT CONCRETE DIKE M 11.0000 17,600.00 1,010.700 11,117.70 41 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 2.000 2,000.00 42 REMOVE CULVERT M 235.0000 110,450.00 375.300 88,195.50 43 REMOVE INLET EA 725.0000 17,400.00 18.000 13,050.00 44 REMOVE HEADWALL EA 850.0000 11,050.00 16.000 13,600.00 45 REMOVE MANHOLE EA 1,700.0000 1,700.00 0.000 0.00 46 REMOVE RETAINING WALL (PORTION) M3 160.0000 3,520.00 0.000 0.00 47 REMOVE BASE AND SURFACING M3 100.0000 6,500.00 0.000 0.00 48 SALVAGE METAL BRIDGE RAILING M 50.0000 135,350.00 1,568.500 78,425.00 49 RELOCATE ROADSIDE SIGN EA 200.0000 2,200.00 1.000 200.00 PROGRAM CAS145 PAGE 3 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE METAL BEAM GUARD RAILING M 60.0000 12,000.00 0.000 0.00 51 ADJUST INLET EA 1,900.0000 7,600.00 1.000 1,900.00 52 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 6,000.00 0.000 0.00 53 ADJUST METAL BEAM GUARD RAILING M 35.0000 2,800.00 0.000 0.00 54 MODIFY INLET TO MANHOLE EA 2,700.0000 2,700.00 2.000 5,400.00 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 109,800.00 1,551.150 27,920.70 58 REMOVE CONCRETE SIDEWALK M2 19.0000 5,700.00 82.500 1,567.50 59 REMOVE CONCRETE ISLAND (PORTIONS) M3 270.0000 2,970.00 0.000 0.00 60 REMOVE CONCRETE BARRIER (TYPE K) M 20.0000 4,400.00 0.000 0.00 61 CAP INLET EA 1,260.0000 30,240.00 18.000 22,680.00 62 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 1.000 160,000.00 63 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 0.000 0.00 64 BRIDGE REMOVAL, LOCATION C LS 180,000.0000 180,000.00 1.000 180,000.00 65 BRIDGE REMOVAL, LOCATION D LS 80,000.0000 80,000.00 0.000 0.00 66 BRIDGE REMOVAL, LOCATION E LS 100,000.0000 100,000.00 1.000 100,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 69 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 0.250 5,000.00 1.000 20,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 0.250 6,250.00 1.000 25,000.00 71 SALVAGE CRASH CUSHION EA 300.0000 4,500.00 0.000 0.00 72 CLEARING AND GRUBBING LS 240,000.0000 240,000.00 0.150 36,000.00 0.950 228,000.00 73 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.000 0.00 74 ROADWAY EXCAVATION M3 35.0000 1,316,000.00 38,333.188 1,341,661.58 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 ROADWAY EXCAVATION (TYPE Z-3) M3 255.0000 24,225.00 95.000 24,225.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 78 CHANNEL EXCAVATION M3 18.0000 63,000.00 0.000 0.00 79 SHOULDER BACKING STA 1,300.0000 32,500.00 0.000 0.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 125.0000 1,226,250.00 300.000 37,500.00 6,061.000 757,625.00 F) 81 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 897,840.00 695.460 55,636.80 7,736.660 618,932.80 F) 82 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 772,320.00 564.200 67,704.00 3,476.500 417,180.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 1,312,320.00 699.000 83,880.00 6,781.200 813,744.00 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 30,660.00 441.000 26,460.00 F) WALL) 85 DITCH EXCAVATION M3 60.0000 3,300.00 0.000 0.00 86 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.00 S) 87 EROSION CONTROL (NETTING) M2 10.0000 10,000.00 4,400.000 44,000.00 88 STRAW (EROSION CONTROL) TONN 800.0000 8,320.00 9.686 7,748.80 89 FIBER (EROSION CONTROL) KG 3.5000 5,845.00 1,552.560 5,433.96 S) 90 FIBER ROLLS M 15.0000 45,000.00 1,306.220 19,593.30 3,022.120 45,331.80 S) 91 COMPOST (EROSION CONTROL) M3 500.0000 5,200.00 2.427 1,213.50 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,800.0000 33,600.00 5.000 14,000.00 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 33,600.00 164.120 26,259.20 94 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,850.00 338.960 1,694.80 S) 95 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 96 MAINTAIN EXISTING IRRIGATION FACILITIES LS 200,000.0000 200,000.00 0.000 0.00 97 IRRIGATION SYSTEM LS 320,000.0000 320,000.00 0.250 80,000.00 S) 98 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 58,000.00 49.000 12,250.00 49.000 12,250.00 F) 99 200 MM WELDED STEEL PIPE CONDUIT M 350.0000 59,500.00 140.000 49,000.00 S) (6.35 MM THICK) 00 EXTEND 250 MM CONDUIT M 400.0000 12,000.00 17.000 6,800.00 01 LIME TONN 165.0000 128,700.00 999.290 164,882.85 02 LIME STABILIZATION M2 7.0000 205,100.00 32,528.900 227,702.30 03 CLASS 4 AGGREGATE SUBBASE M3 51.0000 780,300.00 157.700 8,042.70 11,358.920 579,304.92 PROGRAM CAS145 PAGE 5 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 3 AGGREGATE BASE M3 57.0000 549,480.00 8,459.430 482,187.51 05 CEMENT TREATED BASE M3 255.0000 935,850.00 2,974.460 758,487.30 (PLANT-MIXED, CLASS A) 06 ASPHALTIC EMULSION (CURING SEAL) TONN 1,500.0000 30,000.00 6.870 10,305.00 28.344 42,516.00 07 ASPHALT CONCRETE (TYPE A) TONN 90.0000 6,462,000.00 5,505.670 495,510.30 24,606.800 2,214,612.00 08 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 1,064,000.00 0.000 0.00 09 ASPHALT CONCRETE (LEVELING) TONN 95.0000 273,600.00 43.430 4,125.85 10 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 55.00 0.000 0.00 REINFORCING FABRIC) 11 PAVEMENT REINFORCING FABRIC M2 1.5000 85,350.00 468.000 702.00 12 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 10,720.00 0.000 0.00 AREA) 13 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.5000 18,700.00 0.000 0.00 14 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 4,680.00 91.400 1,096.80 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 70,000.00 4.310 2,155.00 9.950 4,975.00 16 CRACK EXISTING CONCRETE PAVEMENT M2 21.0000 777,000.00 502.300 10,548.30 17 GRIND EXISTING CONCRETE M2 25.0000 17,250.00 0.000 0.00 S) PAVEMENT 18 FURNISH STEEL PIPE PILING (360 MM) M 120.0000 287,640.00 57.900 6,948.00 1,738.010 208,561.20 19 DRIVE STEEL PIPE PILE (360 MM) EA 1,400.0000 242,200.00 4.000 5,600.00 134.000 187,600.00 S) 20 FURNISH STEEL PIPE PILING (406 MM) M 158.0000 1,753,010.00 47.719 7,539.60 5,910.379 933,839.88 21 DRIVE STEEL PIPE PILE (406 MM) EA 1,300.0000 685,100.00 13.000 16,900.00 373.000 484,900.00 S) 22 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 1,520,000.00 475.000 1,520,000.00 S) PILING 23 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 170.0000 523,600.00 3,109.600 528,632.00 S) PILING (SOUND WALL) 24 FURNISH CISS CONCRETE PILING (1524 MM) M 4,000.0000 672,000.00 56.000 224,000.00 168.000 672,000.00 25 DRIVE CISS CONCRETE PILING (1524 MM) EA 80,000.0000 480,000.00 2.000 160,000.00 6.000 480,000.00 S) 26 PRESTRESSING CAST-IN-PLACE CONCRETE LS 420,000.0000 420,000.00 0.036 15,120.00 0.706 296,520.00 S) 27 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 458,500.00 53.000 26,500.00 779.160 389,580.00 F) 28 STRUCTURAL CONCRETE, BRIDGE M3 986.0000 9,490,250.00 244.000 240,584.00 8,012.770 7,900,591.22 F) 29 STRUCTURAL CONCRETE, RETAINING WALL M3 780.0000 3,258,840.00 71.500 55,770.00 2,811.000 2,192,580.00 F) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 618,150.00 597.000 388,050.00 F) (TYPE N) PROGRAM CAS145 PAGE 6 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 148,500.00 135.000 148,500.00 (TYPE R) 32 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 117,000.00 117.000 117,000.00 33 CLASS 2 CONCRETE (HEADWALL) M3 4,000.0000 20,000.00 1.720 6,880.00 34 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 368,000.00 -284.890 -327,623.50 221.185 254,362.75 F) 35 MINOR CONCRETE (BACKFILL) M3 300.0000 39,000.00 98.155 29,446.50 36 PAVING NOTCH EXTENSION M3 6,000.0000 24,000.00 4.000 24,000.00 37 ARCHITECTURAL TREATMENT M2 100.0000 71,200.00 462.000 46,200.00 F) 38 FRACTURED RIB TEXTURE M2 50.0000 199,800.00 2,182.000 109,100.00 F) 39 DRILL AND BOND DOWEL M 55.0000 17,930.00 80.700 4,438.50 288.000 15,840.00 40 CLEAN EXPANSION JOINT M 500.0000 22,500.00 0.000 0.00 41 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 0.000 0.00 S) GIRDER (10 M - 15 M) 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 20,000.00 0.000 0.00 S) GIRDER (20 M - 25 M) 43 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 16,000.00 0.000 0.00 S) GIRDER 44 CONCRETE CLOSURE WALL M2 550.0000 163,350.00 200.500 110,275.00 F) 45 REFINISH BRIDGE DECK M2 100.0000 10,700.00 0.000 0.00 46 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 205.0000 1,315,485.00 4,574.000 937,670.00 SF) 47 SOUND WALL (MASONRY BLOCK) M2 280.0000 237,720.00 930.300 260,484.00 SF) 48 SOUND WALL (BARRIER) M2 300.0000 166,200.00 0.000 0.00 F) (LIGHTWEIGHT CONCRETE) 49 JOINT SEAL (TYPE A) M 100.0000 8,400.00 0.000 0.00 S) 50 JOINT SEAL (MR 30 MM) M 180.0000 17,820.00 0.000 0.00 S) 51 JOINT SEAL (MR 40 MM) M 190.0000 41,420.00 0.000 0.00 S) 52 JOINT SEAL (MR 50 MM) M 240.0000 22,800.00 0.000 0.00 S) 53 BAR REINFORCING STEEL KG 1.5000 34,350.00 0.000 0.00 SF) 54 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 3,835,263.60 51,510.000 92,718.00 1,816,815.720 3,270,268.30 SF) 55 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 578,527.50 2,527.000 6,317.50 162,621.500 406,553.75 SF) 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 28,355.00 10,629.000 26,572.50 SF) PROGRAM CAS145 PAGE 7 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 HEADED BAR REINFORCEMENT EA 8.0000 34,560.00 4,000.000 32,000.00 59 STRUCTURAL STEEL (BRIDGE) KG 8.0000 10,240.00 1,442.000 11,536.00 60 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 44,700.00 0.000 0.00 61 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 4,470.00 0.000 0.00 SF) 62 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 1,065,320.00 0.000 0.00 F) 63 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 66,582.50 0.000 0.00 SF) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 5,200.00 0.000 0.00 F) WITHOUT WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 20.0000 5,200.00 0.000 0.00 SF)WITHOUT WALKWAY) 66 760 MM CAST-IN-DRILLED-HOLE M 3,000.0000 39,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 METAL (BARRIER MOUNTED SIGN) KG 35.0000 29,400.00 0.000 0.00 F) 70 ROADSIDE SIGN - ONE POST EA 300.0000 13,200.00 0.000 0.00 71 ROADSIDE SIGN - TWO POST EA 550.0000 8,250.00 0.000 0.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 800.00 0.000 0.00 METHOD) 73 INSTALL SIGN OVERLAY M2 300.0000 2,130.00 0.000 0.00 74 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 5,000.00 11.600 2,320.00 75 450 MM ALTERNATIVE PIPE CULVERT M 320.0000 896,000.00 60.000 19,200.00 2,287.357 731,954.24 76 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 29,250.00 87.500 28,437.50 77 750 MM ALTERNATIVE PIPE CULVERT M 625.0000 7,500.00 0.000 0.00 78 300 MM REINFORCED CONCRETE PIPE M 700.0000 17,500.00 14.700 10,290.00 79 450 MM REINFORCED CONCRETE PIPE M 800.0000 13,600.00 2.000 1,600.00 80 600 MM REINFORCED CONCRETE PIPE M 800.0000 9,600.00 1.300 1,040.00 81 750 MM REINFORCED CONCRETE PIPE M 1,100.0000 7,700.00 6.500 7,150.00 82 900 MM REINFORCED CONCRETE PIPE M 1,200.0000 16,800.00 8.000 9,600.00 83 610 MM X 960 MM OVAL SHAPED REINFORCED M 700.0000 10,500.00 15.000 10,500.00 CONCRETE PIPE (CLASS III) 84 730,1150 MM OVAL SHAPED REINFORCED M 850.0000 425,000.00 369.300 313,905.00 CONCRETE PIPE (CLASS 4) PROGRAM CAS145 PAGE 8 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 565,365 MM OVAL SHAPED REINFORCED M 1,100.0000 4,400.00 0.000 0.00 CONCRETE PIPE 86 1,145,740 MM ELLIPTICAL CONCRETE PIPE M 800.0000 14,400.00 18.000 14,400.00 87 450 MM CORRUGATED STEEL PIPE WITH M 330.0000 3,300.00 0.000 0.00 DOWNDRAIN JOINTS 88 450 MM ALTERNATIVE SLOTTED PIPE M 350.0000 315,000.00 0.000 0.00 89 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 48,000.00 25.600 7,680.00 87.806 26,341.80 (2.01 MM THICK) 90 300 MM ANCHOR ASSEMBLY EA 300.0000 6,000.00 4.000 1,200.00 14.000 4,200.00 91 1200 MM CORRUGATED STEEL PIPE RISER M 1.0000 110.00 0.000 0.00 (2.77 MM THICK) 92 300 MM ALTERNATIVE FLARED END SECTION EA 325.0000 325.00 0.000 0.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 450.0000 1,350.00 0.000 0.00 94 1050 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 95 450 MM SLIDE HEADGATE EA 3,500.0000 3,500.00 0.000 0.00 96 G2 MANHOLE EA 5,300.0000 21,200.00 3.000 15,900.00 97 ROCK SLOPE PROTECTION M3 220.0000 11,000.00 41.100 9,042.00 44.700 9,834.00 (FACING, METHOD B) 98 WALL DRAIN WITH ROCK SLOPE PROTECTION EA 4,000.0000 4,000.00 1.000 4,000.00 99 MINOR CONCRETE (DITCH LINING) M3 1,800.0000 21,600.00 0.000 0.00 00 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,000.00 74.200 742.00 83.400 834.00 01 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 403,000.00 1.760 1,144.00 49.690 32,298.50 CONSTRUCTION) 02 MISCELLANEOUS IRON AND STEEL KG 2.5000 67,000.00 6,726.000 16,815.00 F) 03 MISCELLANEOUS METAL KG 20.0000 154,200.00 2,054.920 41,098.40 (RESTRAINER - CABLE TYPE) 04 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 17,360.00 0.000 0.00 F) 05 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 31,880.00 4,511.000 45,110.00 F) 06 CHAIN LINK FENCE (TYPE CL-0.9) M 50.0000 75,000.00 0.000 0.00 S) 07 CHAIN LINK FENCE (TYPE CL-1.8) M 150.0000 7,500.00 0.000 0.00 S) 08 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 14,000.00 0.000 0.00 S) 09 DELINEATOR (CLASS 1) EA 35.0000 2,520.00 0.000 0.00 10 OBJECT MARKER (TYPE L-1) EA 50.0000 500.00 0.000 0.00 11 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 89,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 PEDESTRIAN BARRICADE EA 500.0000 1,000.00 0.000 0.00 13 INSTALL STEEL HANDRAIL M 70.0000 17,500.00 0.000 0.00 14 TERMINAL SECTION (TYPE B) EA 150.0000 600.00 0.000 0.00 S) 15 END SECTION EA 100.0000 600.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 6,000.00 0.000 0.00 17 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 0.000 0.00 S) 18 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 2,700.00 0.000 0.00 19 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 17,600.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60) M 175.0000 227,500.00 13.000 2,275.00 21 CONCRETE BARRIER (TYPE 60A) M 175.0000 87,150.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 60 MOD) M 275.0000 38,500.00 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE 60C) M 210.0000 319,200.00 127.000 26,670.00 24 CONCRETE BARRIER (TYPE 60C MOD) M 400.0000 508,000.00 119.000 47,600.00 384.000 153,600.00 25 CONCRETE BARRIER (TYPE 60E MOD) M 500.0000 41,000.00 30.000 15,000.00 26 CONCRETE BARRIER (TYPE 60GE) M 750.0000 48,750.00 82.500 61,875.00 27 CONCRETE BARRIER (TYPE 732) M 370.0000 461,390.00 278.000 102,860.00 475.000 175,750.00 F) 28 CONCRETE BARRIER (TYPE 732A) M 250.0000 195,000.00 250.000 62,500.00 389.000 97,250.00 29 CONCRETE BARRIER (TYPE 732A MOD) M 250.0000 40,000.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 736A MOD) M 300.0000 165,000.00 482.640 144,792.00 31 CONCRETE BARRIER (TYPE 736 MODIFIED) M 330.0000 50,490.00 53.000 17,490.00 F) 32 CONCRETE BARRIER (TYPE 736B MOD) M 400.0000 28,000.00 70.000 28,000.00 33 CONCRETE BARRIER (TYPE 736SV) M 460.0000 501,400.00 120.000 55,200.00 850.010 391,004.60 34 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 20,500.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 26,000.00 644.347 644.35 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,460.00 0.000 0.00 S) 37 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,440.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 150.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 10 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 510.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 40 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 45,700.00 37,037.439 37,037.44 S) 41 PAINT PAVEMENT MARKING M2 40.0000 9,200.00 386.028 15,441.12 S) 42 PAVEMENT MARKER (NON-REFLECTIVE TYPE A) EA 2.0000 21,800.00 3,279.000 6,558.00 S) 43 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 840.00 32.000 128.00 S) TYPE C) 44 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 18,000.00 1,706.000 6,824.00 S) TYPE G) 45 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 11,200.00 1,012.000 4,048.00 S) TYPE H) 46 PAVEMENT MARKER EA 4.0000 380.00 49.000 196.00 S) (RETROREFLECTIVE-SPECIAL TYPE D) 47 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.156 15,600.00 0.182 18,200.00 S) 48 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.888 88,800.00 S) 49 SIGNAL AND LIGHTING (LOCATION 5) LS 100,000.0000 100,000.00 0.150 15,000.00 S) 50 SIGNAL AND LIGHTING (LOCATION 6) LS 100,000.0000 100,000.00 0.150 15,000.00 S) 51 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 65,000.0000 65,000.00 0.925 60,125.00 S) (LOCATION 5) 52 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 0.944 51,920.00 S) (LOCATION 6) 53 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.676 16,900.00 S) (STAGE CONSTRUCTION-LOCATION 1) 54 LIGHTING AND SIGN ILLUMINATION LS 45,000.0000 45,000.00 0.378 17,010.00 S) (STAGE CONSTRUCTION-LOCATION 2) 55 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.029 17,400.00 0.299 179,400.00 S) (LOCATION 1) 56 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.001 400.00 0.269 107,600.00 S) (LOCATION 2) 57 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,000.0000 4,000.00 0.000 0.00 S) 58 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 195,000.0000 195,000.00 0.034 6,630.00 0.184 35,880.00 S) 59 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.019 1,900.00 0.092 9,200.00 S) 60 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 120,000.0000 120,000.00 0.157 18,840.00 S) 61 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.005 275.00 0.294 16,170.00 S) 62 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 0.037 2,960.00 S) 63 CAMERA UNIT EA 7,000.0000 21,000.00 0.000 0.00 S) 64 PAN AND TILT UNIT EA 4,000.0000 12,000.00 0.000 0.00 S) 65 CAMERA CONTROL UNIT EA 4,200.0000 12,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 VIDEO ENCODER UNIT EA 25,000.0000 75,000.00 0.000 0.00 S) 67 INTEGRATED SERVICE DIGITAL NETWORK EA 1,000.0000 3,000.00 0.000 0.00 S) TERMINAL ADAPTER 68 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 20,000.00 0.000 0.00 S) MODEM ASSEMBLY 69 DIAL-UP MODEM EA 700.0000 700.00 0.000 0.00 S) 70 EXTINGUISHABLE MESSAGE SIGN RADIO EA 1,800.0000 16,200.00 0.000 0.00 S) CONTROLLER ASSEMBLY 71 EXTINGUISHABLE MESSAGE SIGN PANEL EA 10,000.0000 120,000.00 0.000 0.00 S) 72 HIGHWAY ADVISORY RADIO SYSTEM EA 55,000.0000 55,000.00 0.000 0.00 S) 73 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 500.0000 7,500.00 0.000 0.00 S) UNIT 74 EMERGENCY VEHICLE DETECTOR SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 21.0000 102,270.00 721.000 15,141.00 S) 77 ROADWAY EXCAVATION (TYPE Y-2) M3 35.0000 157,500.00 3,445.630 120,597.05 (AERIALLY DEPOSITED LEAD) 78 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 70,000.00 7.000 35,000.00 14.000 70,000.00 PIPE (SIGN FND) 79 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 528,000.00 36.800 220,800.00 89.335 536,010.00 PIPE (SIGN FND) PROGRAM CAS145 PAGE 12 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-245414 TIME 10:39 AM ESTIMATE NO. 23 BID OPENING 12/07/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: NOZZARI, S. RAY DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,255,550.24 40,732,922.41 ADJUSTMENT OF COMPENSATION 0.00 390,155.26 EXTRA WORK 12,333.24 1,052,414.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,267,883.48 42,175,492.36 80 MOBILIZATION LS 6496,065.0000 6,496,065.00 1.000 6,496,065.00 ORIGINAL CONTRACT AMOUNT 71,461,533.60 TOTAL WORK COMPLETED 2,267,883.48 48,671,557.36 MATERIALS ON HAND ON SITE 619,586.19 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -529.26 TOTAL 2,267,883.48 49,290,614.29 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 03/27/06 746 04/11/06 04/11/06 04/17/07 426 0 6 0 66% 57% PROGRESS IS SATISFACTORY NOZZARI, S. RAY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/07