PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/25/05 EST. NO.11 TIME 01:43 PM R.E. NAME: ZINK, PHIL 03-1A8014 --------------------------------------------------------------------------- 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 0002 963.58 E.W. @ F.A.(+) 042905 N 0030.0 0003 534.64 042905 N 0003 0 003 0026 10.79 E.W. @ F.A.(+) 030905 N 0026 0 013 0007 375.00 E.W. @ F.A.(+) 042605 N 0031.0 014 0002 1,050.00 E.W. @ F.A.(+) 041105 N 0028.0 052 0001 2,500.00 E.W. @ F.A.(+) 032205 N 0025.0 5,434.01 TOTAL THIS ESTIMATE 320,633.48 TOTAL PREVIOUS ESTIMATE 326,067.49 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/25/05 EST. NO.11 TIME 01:43 PM R.E. NAME: ZINK, PHIL 03-1A8014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER LETTER DATE07/04 -48,258.75 01 PER LTR DATE 7/20/04 48,258.75 02 COZEEP LTR 10/18/04 -520.00 04 COZZEP LTR NO. 310 -520.00 10 0.00 -1,040.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 08/04 -10,000.00 02 PER LTR DATED 09/04 -10,000.00 03 REC'D PAYROLLS 08/04 10,000.00 03 PER LTR DATED 10/04 -10,000.00 04 PER LTR DATED 11/4 -10,000.00 05 PER LTR DATED 12/04 -10,000.00 06 REC'D CPRS 9/4 10/4 20,000.00 06 REC'D PAYROLLS 11/04 10,000.00 06 PER LTR DATED 1/05 -5,000.00 07 PER LTR DATED 02/05 -3,000.00 08 PER LTR DATED 03/05 -1,000.00 09 PER LTR DATED 04/05 -5,000.00 10 PER LTR DATED 5/05 -10,000.00 11 RET 12/04,1/05 DEDCT 15,000.00 11 RET 3/05, 4/05 DEDCT 6,000.00 11 11,000.00 -13,000.00 TOTAL DEDUCTIONS 11,000.00 -14,040.00 PROGRAM CAS145 PAGE 1 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 LOCATION PROGRESS ESTIMATE 03-PLA-80-39.0/R55.7 ----------------- BROSAMER GRANITE A JOINT IN PLACER COUNTY FROM MAGRA VENTURE OVERHEAD TO 0.5 KM WEST OF P O BOX 238 CARPENTER FLAT UNDERCROSSING ALAMO CA 94507 FED. AID NO. ACIM-080 -4(175)145,ACIM-080 -4(175)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.250 3,750.00 0.250 3,750.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 1,400,000.00 14.000 70,000.00 108.000 540,000.00 03 TEMPORARY FENCE (TYPE ESA) M 11.0000 39,270.00 5.510 60.61 428.050 4,708.55 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.080 24,000.00 0.310 93,000.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.325 9,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 1350,000.0000 1,350,000.00 0.046 62,100.00 0.492 664,200.00 S) 08 TRAFFIC CONTROL SURVEILLANCE LS 275,000.0000 275,000.00 0.127 34,925.00 0.127 34,925.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 49,700.00 3,250.000 16,250.00 3,250.000 16,250.00 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 63,500.00 31,137.000 15,568.50 31,137.000 15,568.50 11 TRAFFIC PLASTIC DRUM EA 45.0000 128,250.00 292.000 13,140.00 292.000 13,140.00 S) 12 TEMPORARY PAVEMENT MARKER EA 5.0000 5,200.00 0.000 0.00 13 TEMPORARY OBJECT MARKER EA 30.0000 180.00 0.000 0.00 14 TEMPORARY TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 10,500.00 0.000 0.00 S) 15 TEMPORARY DELINEATOR (CLASS 2) EA 30.0000 2,790.00 0.000 0.00 16 TEMPORARY LIGHTING SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 55,000.0000 55,000.00 0.046 2,530.00 0.492 27,060.00 S) 18 TEMPORARY RAILING (TYPE K) M 17.0000 336,600.00 5,180.000 88,060.00 6,215.016 105,655.27 S) 19 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 9.800 2,940.00 23.800 7,140.00 S) 20 OBLITERATE SURFACING M2 4.0000 2,320.00 0.000 0.00 21 REMOVE CHAIN LINK FENCE M 15.0000 18,150.00 0.000 0.00 22 REMOVE GATE EA 500.0000 13,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 30.0000 37,800.00 0.000 0.00 S) 24 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 48,650.00 1,239.000 43,365.00 1,239.000 43,365.00 S) 25 REMOVE FLARED END SECTION EA 1,150.0000 46,000.00 5.000 5,750.00 19.000 21,850.00 S) 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.5000 32,750.00 1,118.000 2,795.00 1,118.000 2,795.00 S) 27 REMOVE TRAFFIC STRIPE M 1.2500 95,875.00 2,425.000 3,031.25 2,425.000 3,031.25 S) 28 REMOVE ROADSIDE SIGN EA 125.0000 6,125.00 0.000 0.00 29 REMOVE SIGN EA 75.0000 2,700.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 30 REMOVE SIGN STRUCTURE EA 4,000.0000 20,000.00 0.000 0.00 31 REMOVE ASPHALT CONCRETE DIKE M 5.0000 18,800.00 717.000 3,585.00 32 REMOVE CULVERT EA 750.0000 1,500.00 1.000 750.00 1.000 750.00 33 REMOVE INLET EA 325.0000 20,800.00 6.000 1,950.00 37.000 12,025.00 34 REMOVE DOWNDRAIN EA 250.0000 10,000.00 17.000 4,250.00 35 REMOVE ASPHALT CONCRETE SURFACING M2 8.0000 53,600.00 7,388.800 59,110.40 7,388.800 59,110.40 36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 350.0000 700.00 0.000 0.00 37 REMOVE CONCRETE DECK SURFACE M2 45.0000 146,700.00 1,415.000 63,675.00 1,415.000 63,675.00 38 MODIFY WRECKER ANCHOR EA 500.0000 4,500.00 0.000 0.00 39 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 312,000.00 229.000 17,175.00 380.900 28,567.50 S) 40 RECONSTRUCT TERMINAL SYSTEM EA 1,500.0000 25,500.00 0.500 750.00 S) (TYPE SRT) 41 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 42 RELOCATE SIGN STRUCTURE EA 4,000.0000 12,000.00 0.000 0.00 43 ADJUST INLET EA 1,100.0000 25,300.00 14.000 15,400.00 14.000 15,400.00 44 SCREEN ARRESTOR BED AGGREGATE M3 11.0000 17,050.00 0.000 0.00 45 200 MM PLASTIC PIPE LINER M 100.0000 9,600.00 43.000 4,300.00 46 400 MM PLASTIC PIPE-LINER M 300.0000 195,000.00 154.900 46,470.00 47 525 MM PLASTIC PIPE-LINER M 280.0000 672,000.00 168.950 47,306.00 1,342.700 375,956.00 48 675 MM PLASTIC PIPE-LINER M 350.0000 112,000.00 46.750 16,362.50 126.250 44,187.50 49 800 MM PLASTIC PIPE LINER M 300.0000 114,000.00 76.800 23,040.00 PROGRAM CAS145 PAGE 3 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 900 MM PLASTIC PIPE LINER M 450.0000 135,000.00 55.450 24,952.50 51 1200 MM PLASTIC PIPE LINER M 550.0000 29,700.00 54.900 30,195.00 52 300 MM IMPREGNATED CURED-IN-PLACE-PIPE M 275.0000 90,750.00 0.000 0.00 LINER 53 450 MM IMPREGNATED CURED-IN-PLACE-PIPE M 330.0000 56,100.00 0.000 0.00 LINER 54 600 MM IMPREGNATED CURED-IN-PLACE-PIPE M 445.0000 195,800.00 66.100 29,414.50 330.730 147,174.85 LINER 55 900 MM IMPREGNATED CURED-IN-PLACE-PIPE M 925.0000 74,000.00 46.600 43,105.00 LINER 56 1050 MM IMPREGNATED CURED-IN-PLACE-PIPE M 1,125.0000 135,000.00 0.000 0.00 LINER 57 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 30,480.00 0.000 0.00 S) 58 REMOVE CONCRETE (CURB AND GUTTER) M 7.0000 1,750.00 122.000 854.00 59 REMOVE CONCRETE BARRIER M 45.0000 12,150.00 270.000 12,150.00 270.000 12,150.00 60 CAP INLET EA 1,800.0000 3,600.00 2.000 3,600.00 61 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.870 30,450.00 62 ROADWAY EXCAVATION M3 43.0000 597,700.00 2,375.000 102,125.00 5,521.800 237,437.40 63 STRUCTURE EXCAVATION (CRIB WALL) M3 60.0000 12,600.00 243.300 14,598.00 64 STRUCTURE BACKFILL (CRIB WALL) M3 110.0000 29,700.00 336.300 36,993.00 65 ARRESTOR BED AGGREGATE M3 85.0000 49,300.00 0.000 0.00 66 DITCH EXCAVATION M3 30.0000 73,500.00 0.000 0.00 67 IMPORTED BORROW M3 48.0000 518,400.00 875.000 42,000.00 68 IMPORTED MATERIAL (SHOULDER BACKING) M3 65.0000 29,900.00 0.000 0.00 69 DUFF M2 2.7500 55,000.00 2,698.000 7,419.50 S) 70 STRAW (EROSION CONTROL) TONN 500.0000 10,000.00 1.080 540.00 S) 71 FIBER (EROSION CONTROL) KG 1.0000 4,000.00 216.000 216.00 S) 72 COMPOST (EROSION CONTROL) KG 1.0000 10,000.00 540.000 540.00 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 1.000 500.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 16,875.00 12.150 911.25 S) 75 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 6,000.00 324.000 324.00 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 2,000.00 54.000 108.00 S) PROGRAM CAS145 PAGE 4 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT (GROUP W) EA 5.0000 5,000.00 0.000 0.00 S) 78 CLASS 2 AGGREGATE BASE M3 78.0000 1,037,400.00 954.000 74,412.00 79 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 25,500.00 0.000 0.00 80 LEAN CONCRETE BASE M3 140.0000 340,200.00 0.000 0.00 81 SLURRY SEAL TONN 255.0000 81,600.00 141.600 36,108.00 141.600 36,108.00 82 REPLACE ASPHALT CONCRETE SURFACING M3 230.0000 195,500.00 374.000 86,020.00 83 ASPHALT CONCRETE (TYPE A) TONN 77.0000 1,201,200.00 661.200 50,912.40 7,335.200 564,810.40 84 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 62,000.00 0.000 0.00 AREA) 85 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 5,300.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 3,720.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 3,500.00 0.000 0.00 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 3,780.00 0.000 0.00 89 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 14,000.00 18.060 18,060.00 18.060 18,060.00 90 CONCRETE PAVEMENT M3 155.0000 11,594,000.00 0.000 0.00 91 INTERMEDIATE PAVEMENT ANCHOR EA 7,500.0000 90,000.00 0.000 0.00 92 SHOULDER RUMBLE STRIP STA 1,000.0000 18,000.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 93 SEAL PAVEMENT JOINT M 2.5000 277,500.00 0.000 0.00 94 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 95 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 6,000.00 0.000 0.00 F) 96 STRUCTURE CONCRETE APPROACH SLAB M3 900.0000 195,300.00 11.000 9,900.00 11.000 9,900.00 (TYPE R (GD) 97 STRUCTURE CONCRETE APPROACH SLAB M3 750.0000 114,750.00 15.000 11,250.00 15.000 11,250.00 (TYPE R (GS) 98 MINOR CONCRETE M3 400.0000 368,000.00 0.000 0.00 (SHOULDER BARRIER SLAB AND FOOTING) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 547,200.00 106.090 190,962.00 F) 00 PAVING NOTCH EXTENSION M3 5,000.0000 27,500.00 0.000 0.00 01 DRILL AND BOND DOWEL M 90.0000 4,320.00 0.000 0.00 02 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 135.0000 12,150.00 101.000 13,635.00 03 FURNISH POLYESTER CONCRETE OVERLAY M3 2,000.0000 132,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 146,700.00 0.000 0.00 F) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 BAR REINFORCING STEEL (EPOXY COATED) KG 5.0000 2,600.00 0.000 0.00 SF) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 117,600.00 0.000 0.00 SF) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 19,600.00 0.000 0.00 SF) 09 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 14,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 10 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 26,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 ROADSIDE SIGN - ONE POST EA 200.0000 5,800.00 0.000 0.00 12 ROADSIDE SIGN - TWO POST EA 650.0000 11,050.00 0.000 0.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 8,000.00 0.000 0.00 METHOD) 14 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 6,100.00 0.000 0.00 15 450 MM ALTERNATIVE PIPE CULVERT M 470.0000 4,230.00 4.300 2,021.00 16 600 MM ALTERNATIVE PIPE CULVERT M 470.0000 103,400.00 23.000 10,810.00 202.000 94,940.00 17 FILTER FABRIC M2 5.0000 3,350.00 252.040 1,260.20 18 PERMEABLE MATERIAL M3 115.0000 10,350.00 34.760 3,997.40 19 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 85.0000 23,800.00 24.400 2,074.00 (2.01 MM THICK) 20 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 70.0000 4,970.00 13.000 910.00 (2.01 MM THICK) 21 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 140.0000 50,400.00 285.350 39,949.00 (2.01 MM THICK) 22 750 MM CORRUGATED STEEL PIPE DOWNDRAIN M 165.0000 5,775.00 0.000 0.00 (2.01 MM THICK) 23 300 MM ENTRANCE TAPER EA 280.0000 5,040.00 2.000 560.00 24 300 MM DOWNDRAIN SLIP JOINT EA 245.0000 4,410.00 2.000 490.00 25 300 MM ANCHOR ASSEMBLY EA 85.0000 5,780.00 4.000 340.00 26 450 MM ANCHOR ASSEMBLY EA 95.0000 1,805.00 1.000 95.00 27 600 MM ANCHOR ASSEMBLY EA 115.0000 11,270.00 42.000 4,830.00 28 750 MM ANCHOR ASSEMBLY EA 125.0000 500.00 0.000 0.00 29 450 MM STEEL FLARED END SECTION EA 350.0000 2,800.00 0.000 0.00 30 600 MM STEEL FLARED END SECTION EA 410.0000 10,250.00 2.000 820.00 13.000 5,330.00 PROGRAM CAS145 PAGE 6 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 750 MM STEEL FLARED END SECTION EA 520.0000 2,080.00 1.000 520.00 2.000 1,040.00 32 900 MM STEEL FLARED END SECTION EA 600.0000 3,000.00 3.000 1,800.00 33 1050 MM STEEL FLARED END SECTION EA 900.0000 3,600.00 1.000 900.00 34 1350 MM STEEL FLARED END SECTION EA 350.0000 350.00 0.000 0.00 35 ROCK SLOPE PROTECTION (1T, METHOD A) M3 100.0000 21,000.00 226.000 22,600.00 36 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 80.0000 36,800.00 481.000 38,480.00 37 ROCK SLOPE PROTECTION M3 45.0000 427,950.00 27.240 1,225.80 493.930 22,226.85 (FACING, METHOD B) 38 ROCK SLOPE PROTECTION M3 45.0000 7,650.00 187.000 8,415.00 (BACKING NO. 3, METHOD B) 39 ROCK SLOPE PROTECTION FABRIC M2 1.0000 37,900.00 138.000 138.00 3,180.600 3,180.60 40 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 29,250.00 0.000 0.00 CONSTRUCTION) 41 MISCELLANEOUS IRON AND STEEL KG 1.7500 37,700.25 7,318.000 12,806.50 F) 42 SNOW PLOW DEFLECTORS EA 250.0000 23,000.00 0.000 0.00 43 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 44,450.00 0.000 0.00 S) 44 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 20,700.00 0.000 0.00 S) 45 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 8,400.00 0.000 0.00 S) 46 CONCRETE BARRIER DELINEATOR (400 MM) EA 30.0000 300.00 0.000 0.00 47 DELINEATOR (CLASS 2) EA 30.0000 17,700.00 24.000 720.00 48 HIGHWAY POST MARKER EA 30.0000 570.00 0.000 0.00 49 OBJECT MARKER (TYPE L-1) EA 30.0000 840.00 0.000 0.00 50 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 5.0000 2,450.00 0.000 0.00 51 METAL BEAM GUARD RAILING M 60.0000 117,000.00 183.000 10,980.00 S) 52 DOUBLE METAL BEAM BARRIER M 115.0000 17,250.00 0.000 0.00 S) 53 TERMINAL SECTION (TYPE B) EA 175.0000 1,400.00 0.000 0.00 S) 54 END SECTION EA 200.0000 800.00 0.000 0.00 S) 55 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 39,600.00 1.000 2,200.00 S) 56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 21,000.00 1.000 750.00 S) 57 CONCRETE BARRIER (TRANSITION) M 400.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60R) M 600.0000 72,000.00 0.000 0.00 59 CONCRETE BARRIER (TYPE 60S) M 115.0000 102,350.00 0.000 0.00 60 CONCRETE BARRIER (TYPE 60SC) M 155.0000 936,200.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 732) M 180.0000 72,000.00 0.000 0.00 62 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 73,200.00 0.000 0.00 S) (RECESSED) 63 200 MM THERMOPLASTIC TRAFFIC STRIPE M 18.0000 66,960.00 0.000 0.00 S) (RECESSED) 64 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,940.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,400.00 0.000 0.00 S) (RECESSED BROKEN 5.18 M - 2.14 M) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 244,800.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 67 100 MM TWO-COMPONENT PAINT M 1.1000 75,570.00 0.000 0.00 S) TRAFFIC STRIPE 68 TWO-COMPONENT PAINT PAVEMENT MARKING M2 20.0000 3,000.00 0.000 0.00 S) 69 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 75,000.0000 75,000.00 0.195 14,625.00 0.195 14,625.00 S) 70 HIGHWAY ADVISORY RADIO SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.216 7,560.00 0.558 19,530.00 S) 74 MODIFY LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 0.167 83,500.00 0.483 241,500.00 S) 75 FIBER OPTIC SYSTEM LS 1200,000.0000 1,200,000.00 0.003 3,600.00 0.709 850,800.00 S) 76 JOINT SEAL (TYPE B - MR 30 MM) M 150.0000 20,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8014 TIME 01:43 PM ESTIMATE NO. 11 BID OPENING 04/21/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,003,012.96 5,369,331.42 ADJUSTMENT OF COMPENSATION 0.00 -19,410.91 EXTRA WORK 5,434.01 345,478.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,008,446.97 5,695,398.91 77 MOBILIZATION LS 3200,000.0000 3,200,000.00 0.200 640,000.00 0.950 3,040,000.00 ORIGINAL CONTRACT AMOUNT 33,092,725.25 TOTAL WORK COMPLETED 1,648,446.97 8,735,398.91 MATERIALS ON HAND ON SITE 1,912,039.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 11,000.00 -14,040.00 TOTAL 1,659,446.97 10,633,398.20 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 06/17/04 280 07/01/04 07/02/04 07/18/06 108 114 0 0 26% 39% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/05