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 12/22/04 EST. NO.12 TIME 10:20 AM R.E. NAME: CLARK, MARTIN 03-375604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/22/04 EST. NO.12 TIME 10:20 AM R.E. NAME: CLARK, MARTIN 03-375604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% FOR CPM UPDATE -58,008.00 01 25% FOR CPM RETURN 58,008.00 02 MISSING CPM UPDATES -176,381.12 04 25% MISSING CPM UPDT -37,743.38 05 CPM UPDATE FOR MAY -209,413.87 06 ISS APRIL UPDATE 176,381.12 07 ISS APRIL UPDATE 37,743.38 07 MISS MAY UPDATE 209,413.87 07 CPM UPDATES LATE 25% -318,488.31 10 RET CPM DEDUCT #10 318,488.31 11 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO POLICY -10,000.00 04 MISSING FED TRAINING -10,000.00 04 EEO POLICY RECEIVED 10,000.00 06 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 05/04 -10,000.00 04 PER LTR DATED 06/04 -10,000.00 06 PERLTR DATED 07/04 -10,000.00 07 PER LTR DATED 08/04 -10,000.00 08 PARTIAL RETURN 05/04 9,000.00 09 PARTIAL RETURN 08/04 8,000.00 09 PER LTR DATED 09/04 -10,000.00 09 PER LETTER 10/04 -10,000.00 10 RET DEDUCT LTR 05/04 1,000.00 10 RET DEDUCT LTR 08/04 2,000.00 10 RET DEDUCT LTR 09/04 10,000.00 10 PAYROLLS REC'D 6/4 10,000.00 11 PER LTR DATED 11/4 -10,000.00 11 PER LTR DATED 12/04 -10,000.00 12 REC'D PAYROLLS 11/04 10,000.00 12 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -40,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 LOCATION PROGRESS ESTIMATE 03-PLA-80-1.4/2.6 ----------------- R AND L BROSAMER INC IN PLACER COUNTY IN ROSEVILLE FROM P O BOX 238 2.4 KM EAST OF SOUTH ROSEVILLE ALAMO CA 94507 OVERCROSSING TO 0.6 KM WEST OF ATLANTIC STREET OVERCROSSING FED. AID NO. ACIM-080 -3(230)E WIDEN EXISTING INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 3,500.0000 1,260,000.00 17.000 59,500.00 218.000 763,000.00 03 TEMPORARY BRIDGE LS 400,000.0000 400,000.00 0.570 228,000.00 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 110,000.0000 110,000.00 0.048 5,280.00 0.543 59,730.00 06 HYDROCARBON SAMPLING AND ANALYSIS LS 15,000.0000 15,000.00 0.964 14,460.00 07 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.015 450.00 0.532 15,960.00 S) 08 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.048 4,800.00 0.606 60,600.00 S) 09 TYPE III BARRICADE EA 100.0000 3,900.00 14.000 1,400.00 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 1,320.00 2.900 116.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 18,000.00 531.000 2,124.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 360.00 0.000 0.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 21,200.00 195.000 7,800.00 S) 14 TRAFFIC PLASTIC DRUM EA 200.0000 11,400.00 0.000 0.00 15 TEMPORARY PAVEMENT MARKER EA 4.0000 5,480.00 312.000 1,248.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.048 576.00 0.606 7,272.00 S) 17 TEMPORARY RAILING (TYPE K) M 40.0000 170,800.00 4,218.644 168,745.76 18 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,100.00 63.000 18,900.00 19 ABANDON CULVERT EA 1,500.0000 15,000.00 2.000 3,000.00 20 REMOVE METAL BEAM GUARD RAILING M 30.0000 690.00 23.000 690.00 21 REMOVE FLARED END SECTION EA 400.0000 2,400.00 2.000 800.00 5.000 2,000.00 22 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 22,200.00 285.400 2,854.00 PROGRAM CAS145 PAGE 2 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE WHITE TRAFFIC STRIPE M 3.0000 1,620.00 1,496.000 4,488.00 24 REMOVE ROADSIDE SIGN EA 150.0000 8,400.00 0.000 0.00 25 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 26 REMOVE BRIDGE MOUNTED SIGN EA 3,000.0000 3,000.00 0.000 0.00 27 REMOVE CULVERT M 125.0000 28,750.00 116.000 14,500.00 28 REMOVE INLET EA 750.0000 9,000.00 1.000 750.00 29 REMOVE HEADWALL EA 750.0000 750.00 1.000 750.00 30 REMOVE MANHOLE EA 1,000.0000 2,000.00 2.000 2,000.00 31 REMOVE RETAINING WALL M 200.0000 6,800.00 0.000 0.00 32 REMOVE BASE AND SURFACING M3 20.0000 14,000.00 184.600 3,692.00 33 RELOCATE ROADSIDE SIGN EA 250.0000 3,000.00 0.000 0.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 35,400.00 13,521.000 27,042.00 S) (25 MM MAXIMUM) 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 3,600.00 0.000 0.00 S) (50 MM MAXIMUM) 36 REMOVE CONCRETE M3 125.0000 28,750.00 407.570 50,946.25 37 REMOVE CONCRETE BARRIER M 100.0000 2,800.00 28.000 2,800.00 38 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 39 ROADWAY EXCAVATION M3 50.0000 1,905,000.00 964.000 48,200.00 40,224.000 2,011,200.00 40 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.500 5,000.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 90.0000 122,670.00 1,363.000 122,670.00 F) 42 STRUCTURE EXCAVATION (TUNNEL) (TYPE D) M3 55.0000 2,398,000.00 6,608.000 363,440.00 37,631.000 2,069,705.00 F) 43 STRUCTURE EXCAVATION (TUNNEL) (TYPE DH) M3 65.0000 158,600.00 1,684.000 109,460.00 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 132,050.00 5,282.000 132,050.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 36,520.00 871.000 34,840.00 F) 46 STRUCTURE BACKFILL (SLURRY CEMENT) M3 110.0000 328,900.00 0.000 0.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 67,725.00 903.000 67,725.00 F) 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 4,750.00 95.000 4,750.00 WALL) 49 STRUCTURE BACKFILL (TUNNEL) M3 15.0000 66,300.00 44.000 660.00 F) PROGRAM CAS145 PAGE 3 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE, LOCATION A M2 325.0000 63,700.00 0.000 0.00 F) 51 EARTH RETAINING STRUCTURE, LOCATION B M2 325.0000 56,875.00 0.000 0.00 F) 52 IMPORTED TOPSOIL M3 55.0000 17,820.00 0.000 0.00 F) 53 ROCK BLANKET M2 60.0000 18,000.00 0.000 0.00 S) 54 STRAW (EROSION CONTROL) TONN 300.0000 3,000.00 8.490 2,547.00 S) 55 FIBER (EROSION CONTROL) KG 1.5000 3,600.00 1,724.000 2,586.00 S) 56 COMPOST (EROSION CONTROL) KG 1.0000 7,500.00 4,520.000 4,520.00 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 4,800.00 1.000 600.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 2,400.00 39.500 2,370.00 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 1,360.00 476.000 1,904.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 900.00 169.500 508.50 S) 61 200 MM CORRUGATED HIGH DENSITY M 125.0000 20,000.00 12.700 1,587.50 S) POLYETHYLENE PIPE CONDUIT 62 250 MM CORRUGATED HIGH DENSITY M 125.0000 27,500.00 78.600 9,825.00 S) POLYETHYLENE PIPE CONDUIT 63 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 64 CLASS 2 AGGREGATE BASE TONN 16.0000 780,800.00 1,057.470 16,919.52 32,427.570 518,841.12 65 ASPHALT CONCRETE (TYPE A) TONN 58.0000 957,000.00 11.340 657.72 7,297.400 423,249.20 66 ASPHALT CONCRETE (OPEN GRADED) TONN 65.0000 137,800.00 0.000 0.00 67 PAVING ASPHALT (BINDER-PAVEMENT TONN 300.0000 6,000.00 1.160 348.00 REINFORCING FABRIC) 68 PAVEMENT REINFORCING FABRIC M2 2.0000 33,000.00 1,199.300 2,398.60 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 25,950.00 58.000 870.00 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 600.00 0.000 0.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 3.0000 2,220.00 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 3,240.00 136.000 408.00 136.000 408.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 2,560.00 0.000 0.00 74 FURNISH PILING (CLASS 400) M 50.0000 14,300.00 284.000 14,200.00 75 DRIVE PILE (CLASS 400) EA 2,500.0000 80,000.00 32.000 80,000.00 S) 76 PRESTRESSING CAST-IN-PLACE CONCRETE LS 45,000.0000 45,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 122,700.00 409.000 122,700.00 F) 78 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 687,400.00 181.000 126,700.00 F) 79 STRUCTURAL CONCRETE, TUNNEL M3 268.0000 2,361,080.00 1,526.000 408,968.00 3,062.000 820,616.00 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 347,050.00 673.700 370,535.00 F) 81 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 100,200.00 0.000 0.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 87,100.00 -0.273 -354.90 34.667 45,067.10 F) 83 ARCHITECTURAL TEXTURE M2 80.0000 103,120.00 178.000 14,240.00 272.000 21,760.00 F) 84 PTFE SPHERICAL BEARING EA 750.0000 6,000.00 0.000 0.00 85 JOINT SEAL ASSEMBLY (MR 100 MM) M 700.0000 11,200.00 0.000 0.00 S) 86 BAR REINFORCING STEEL (BRIDGE) KG 1.2500 235,750.00 82,565.000 103,206.25 SF) 87 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 23,561.55 22,620.000 30,537.00 SF) 88 BAR REINFORCING (TUNNEL) KG 1.0000 852,600.00 177,250.000 177,250.00 325,785.000 325,785.00 SF) 89 PERFORMED MEMBRANE WATERPROOFING M2 25.0000 301,500.00 2,236.000 55,900.00 4,646.000 116,150.00 SF)(TUNNEL) 90 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 22,939.00 0.000 0.00 F) WITH WALKWAY) 91 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 9,831.00 0.000 0.00 SF)WITH WALKWAY) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 131,220.00 0.000 0.00 F) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 26,244.00 0.000 0.00 SF) 94 760 MM CAST-IN-DRILLED-HOLE M 1,500.0000 27,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 50,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 ROADSIDE SIGN (BRIDGE RAIL MOUNTED) KG 15.0000 1,560.00 0.000 0.00 S) 97 ROADSIDE SIGN - ONE POST EA 250.0000 16,750.00 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 550.0000 3,300.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,900.00 0.000 0.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 7,200.00 0.000 0.00 S) 01 PREPARING AND PAINTING CONCRETE (TUNNEL) LS 250,000.0000 250,000.00 0.000 0.00 S) 02 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 15,200.00 67.800 13,560.00 03 450 MM ALTERNATIVE PIPE CULVERT M 225.0000 171,000.00 12.200 2,745.00 523.700 117,832.50 PROGRAM CAS145 PAGE 5 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 127,500.00 -57.000 -14,250.00 357.000 89,250.00 05 900 MM ALTERNATIVE PIPE CULVERT M 325.0000 12,350.00 37.300 12,122.50 06 1050 MM ALTERNATIVE PIPE CULVERT M 450.0000 33,300.00 18.300 8,235.00 07 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 08 TUNNEL DRAINAGE SYSTEM LS 30,000.0000 30,000.00 0.130 3,900.00 0.130 3,900.00 S) 09 150 MM PERFORATED PLASTIC PIPE M 60.0000 13,200.00 0.000 0.00 UNDERDRAIN 10 150 MM PLASTIC PIPE M 70.0000 11,900.00 4.900 343.00 11 FILTER FABRIC M2 2.0000 760.00 0.000 0.00 12 525 MM CONCRETE FLARED END SECTION EA 750.0000 750.00 0.000 0.00 13 300 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 14 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 3,200.00 2.000 800.00 15 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 4.000 1,600.00 16 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,200.00 0.000 0.00 17 1050 MM ALTERNATIVE FLARED END SECTION EA 750.0000 1,500.00 0.000 0.00 18 DRAINAGE MANHOLE EA 2,500.0000 25,000.00 7.000 17,500.00 19 ROCK SLOPE PROTECTION M3 200.0000 2,800.00 0.000 0.00 (FACING, METHOD B) 20 ROCK SLOPE PROTECTION FABRIC M2 5.0000 185.00 0.000 0.00 21 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 192,000.00 43.300 17,320.00 96.620 38,648.00 CONSTRUCTION) 22 MINOR CONCRETE (STAMPED CONCRETE) M2 50.0000 64,000.00 0.000 0.00 23 DRAINAGE PUMPING EQUIPMENT LS 50,000.0000 50,000.00 0.000 0.00 S) 24 PUMPING PLANT ELECTRICAL EQUIPMENT LS 50,000.0000 50,000.00 0.000 0.00 S) 25 MISCELLANEOUS IRON AND STEEL KG 4.0000 30,200.00 600.000 2,400.00 2,694.000 10,776.00 SF) 26 MISCELLANEOUS METAL (BRIDGE) KG 7.0000 4,900.00 0.000 0.00 SF) 27 MISCELLANEOUS METAL (TUNNEL) KG 20.0000 8,000.00 0.000 0.00 SF) 28 PUMPING PLANT METAL WORK KG 8.0000 23,520.00 0.000 0.00 SF) 29 PICKET FENCING M 225.0000 83,250.00 0.000 0.00 SF) 30 SURVEY MONUMENT (TYPE D) EA 500.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 770.00 0.000 0.00 32 DELINEATOR (CLASS 1) EA 40.0000 4,800.00 20.000 800.00 33 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 50.0000 750.00 0.000 0.00 34 HIGHWAY POST MARKER EA 50.0000 200.00 0.000 0.00 35 OBJECT MARKER (TYPE K-1) EA 50.0000 300.00 0.000 0.00 36 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0.00 37 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 46,800.00 0.000 0.00 S) 38 CONCRETE BARRIER (TYPE 26 MODIFIED) M 325.0000 93,925.00 0.000 0.00 F) 39 DOUBLE THRIE BEAM BARRIER M 65.0000 3,445.00 0.000 0.00 S) 40 CONCRETE BARRIER (SPECIAL) M 500.0000 48,000.00 0.000 0.00 41 CABLE RAILING M 50.0000 44,900.00 0.000 0.00 SF) 42 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 27,000.00 0.000 0.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 5,000.00 0.000 0.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,200.00 0.000 0.00 S) 45 CRASH CUSHION (ADIEM) EA 15,000.0000 45,000.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 60D) M 160.0000 7,040.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60 MODIFIED) M 350.0000 94,500.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60E) M 500.0000 14,000.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 60A MODIFIED) M 150.0000 25,350.00 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 60D) MODIFIED) M 120.0000 35,280.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 732) M 325.0000 60,775.00 0.000 0.00 F) 52 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 29,000.00 0.000 0.00 F) 53 CONCRETE BARRIER (TYPE 742) M 200.0000 33,000.00 0.000 0.00 F) 54 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 12,400.00 0.000 0.00 S) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 8,880.00 0.000 0.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,600.00 0.000 0.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 480.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 7 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,320.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 59 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 607.50 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 5,600.00 0.000 0.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 6,335.00 0.000 0.00 S) 62 SIGNAL AND LIGHTING (LOCATION 1) LS 175,000.0000 175,000.00 0.050 8,750.00 0.125 21,875.00 S) 63 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.050 7,500.00 0.400 60,000.00 S) 64 SIGNAL AND LIGHTING (LOCATION 3) LS 175,000.0000 175,000.00 0.100 17,500.00 S) 65 ELECTRICAL WORK (OPERATIONS BUILDING LS 1250,000.0000 1,250,000.00 0.050 62,500.00 0.385 481,250.00 S) AND TUNNEL) 66 LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.030 900.00 0.350 10,500.00 S) (LOCATION 1) 67 LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.090 5,850.00 0.390 25,350.00 S) (LOCATION 2) 68 LIGHTING AND SIGN ILLUMINATION LS 125,000.0000 125,000.00 0.000 0.00 S) (LOCATION 3) 69 LIGHTING AND SIGN ILLUMINATION LS 90,000.0000 90,000.00 0.080 7,200.00 0.480 43,200.00 S) (LOCATION 4) 70 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.110 7,700.00 0.660 46,200.00 S) (LOCATION 5) 71 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.000 0.00 S) (LOCATION 6) 72 LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.000 0.00 S) (LOCATION 7) 73 RAMP METERING SYSTEM (LOCATION 1) LS 75,000.0000 75,000.00 0.130 9,750.00 0.650 48,750.00 S) 74 RAMP METERING SYSTEM (LOCATION 2) LS 70,000.0000 70,000.00 0.090 6,300.00 0.490 34,300.00 S) 75 RAMP METERING SYSTEM (LOCATION 3) LS 125,000.0000 125,000.00 0.020 2,500.00 0.380 47,500.00 S) 76 REMOVE EXISTING SIGNAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 1) 77 REMOVE EXISTING SIGNAL EQUIPMENT LS 10,000.0000 10,000.00 0.500 5,000.00 S) (LOCATION 2) 78 WATER SUPPLY SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 79 MECHANICAL WORK (OPERATIONS BUILDING LS 200,000.0000 200,000.00 0.000 0.00 S) AND TUNNEL) 80 OPERATIONS BUILDING LS 150,000.0000 150,000.00 0.800 120,000.00 81 HINGED DOORS AND HARDWARE LS 5,000.0000 5,000.00 0.000 0.00 82 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 83 600 MM TO 525 MM REINFORCED CONCRETE EA 500.0000 500.00 1.000 500.00 ECCENTRIC REDUCER 84 ABANDON INLET EA 500.0000 1,000.00 1.000 500.00 PROGRAM CAS145 PAGE 8 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM ALTERNATIVE PIPE DOWNDRAIN M 250.0000 1,750.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-375604 TIME 10:20 AM ESTIMATE NO. 12 BID OPENING 10/29/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,288,099.34 10,535,539.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 62,157.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,288,099.34 10,597,696.99 86 MOBILIZATION LS 2200,000.0000 2,200,000.00 0.950 2,090,000.00 ORIGINAL CONTRACT AMOUNT 22,572,488.05 TOTAL WORK COMPLETED 1,288,099.34 12,687,696.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -40,000.00 TOTAL 1,288,099.34 12,647,696.99 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 12/03/03 360 01/20/04 01/20/04 07/13/05 218 12 0 0 55% 61% PROGRESS IS SATISFACTORY CLARK, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/04