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 09/24/07 EST. NO.11 TIME 01:13 PM R.E. NAME: ZINK, PHIL 03-1A5304 --------------------------------------------------------------------------- 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 0013 34,487.83 E.W. @ U.P (+) 091407 N CT-130 020 0001 1,707.78 E.W. @ F.A.(+) 061807 N 1 0 022 0001 6,703.48 E.W. @ L.S.(+) 041807 N CT-1 0 42,899.09 TOTAL THIS ESTIMATE 155,669.68 TOTAL PREVIOUS ESTIMATE 198,568.77 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 09/24/07 EST. NO.11 TIME 01:13 PM R.E. NAME: ZINK, PHIL 03-1A5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/07 -9,000.00 03 PER LTR DATED 3/07 -9,000.00 04 PER LTR DATED 4/07 -10,000.00 05 RETURN 2/15 DEDUCT 9,000.00 05 RETURN 3/16 DEDUCT 9,000.00 05 PER LTR DATED 5/07 -10,000.00 06 PER LTR DATED 6/07 -10,000.00 07 PER LTR DATED 8/07 -5,000.00 09 RETURN 4/07 DEDUCT 5,000.00 09 RETURN 5/07 DEDUCT 10,000.00 09 RETURN 6/07 DEDUCT 10,000.00 09 PER LTR DATED 9/07 -5,000.00 11 RETURN 8/07 DEDUCT 5,000.00 11 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 LOCATION PROGRESS ESTIMATE 03-NEV-20-0.0/R4.1 ----------------- GRANITE CONSTRUCTION COMPANY IN YUBA AND NEVADA COUNTIES FROM P O BOX 50085 0.4 KM WEST OF THE NEVADA COUNTY WATSONVILLE CA 95077 LINE TO 1.0 KM EAST OF OAK CANYON DRIVE FED. AID NO. N O N E REALIGNMENT AND WIDENING ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.500 2,250.00 02 TIME-RELATED OVERHEAD WDAY 8,000.0000 3,200,000.00 21.000 168,000.00 180.000 1,440,000.00 03 TEMPORARY FENCE (TYPE ESA) M 24.0000 16,560.00 566.900 13,605.60 04 PREPARE STORM WATER POLLUTION LS 6,750.0000 6,750.00 0.750 5,062.50 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 0.057 11,400.00 0.528 105,600.00 06 TEMPORARY FIBER ROLL M 13.0000 148,200.00 5,701.500 74,119.50 07 TEMPORARY SILT FENCE M 13.0000 93,600.00 1,184.000 15,392.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 12,000.00 3.000 18,000.00 09 TEMPORARY CHECK DAM M 90.0000 21,600.00 137.900 12,411.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 1,300.0000 19,500.00 1.000 1,300.00 11 TEMPORARY HYDRAULIC MULCH M2 0.9200 36,800.00 68,794.300 63,290.76 (BONDED FIBER MATRIX) 12 TEMPORARY SAND BAG SLOPE PROTECTION M3 750.0000 5,250.00 7.000 5,250.00 13 REMOVE TEMPORARY SAND BAG SLOPE M3 200.0000 1,400.00 0.000 0.00 PROTECTION 14 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.233 3,495.00 S) 15 TRAFFIC CONTROL SYSTEM LS 945,577.2500 945,577.25 0.052 49,170.02 0.450 425,509.76 S) 16 TYPE III BARRICADE EA 150.0000 6,300.00 3.000 450.00 3.000 450.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 2,150.00 0.000 0.00 S) 18 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.7000 12,462.00 708.500 4,746.95 S) 19 TEMPORARY PAVEMENT MARKING (TAPE) M2 350.0000 9,800.00 11.700 4,095.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2000 36,600.00 3,625.000 4,350.00 4,314.500 5,177.40 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 16,650.00 70.000 3,150.00 S) 22 TRAFFIC PLASTIC DRUM EA 150.0000 25,500.00 11.000 1,650.00 51.000 7,650.00 S) PROGRAM CAS145 PAGE 2 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 5.0000 12,200.00 76.000 380.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 150,000.0000 150,000.00 0.052 7,800.00 0.450 67,500.00 S) 25 TEMPORARY RAILING (TYPE K) M 75.0000 120,000.00 2,148.760 161,157.00 26 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 15,000.0000 30,000.00 1.800 27,000.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 450.0000 54,000.00 47.600 21,420.00 S) 28 ABANDON CULVERT M 90.0000 67,500.00 568.000 51,120.00 29 ABANDON WATER WELL EA 1,800.0000 3,600.00 2.000 3,600.00 S) 30 OBLITERATE SURFACING M2 1.5000 6,930.00 0.000 0.00 31 REMOVE FENCE M 1.2000 7,716.00 6,430.000 7,716.00 32 REMOVE METAL BEAM GUARD RAILING M 18.5000 14,800.00 199.000 3,681.50 339.000 6,271.50 33 REMOVE FLARED END SECTION EA 380.0000 7,600.00 12.000 4,560.00 34 REMOVE YELLOW TRAFFIC STRIPE M 6.0000 66,000.00 292.000 1,752.00 35 REMOVE WHITE TRAFFIC STRIPE M 3.7500 28,200.00 438.000 1,642.50 36 REMOVE PAVEMENT MARKING M2 65.0000 1,690.00 15.600 1,014.00 37 REMOVE ROADSIDE SIGN EA 100.0000 900.00 4.000 400.00 38 REMOVE CULVERT M 130.0000 18,200.00 121.700 15,821.00 39 REMOVE 355 MM REINFORCED PLASTIC MORTAR M 1.0000 33.00 33.000 33.00 PIPE 40 REMOVE SIPHON PIPE AND STRUCTURE LS 50,000.0000 50,000.00 1.000 50,000.00 41 REMOVE FLUME STRUCTURE LS 30,000.0000 30,000.00 1.000 30,000.00 42 REMOVE INLET EA 1,000.0000 5,000.00 3.000 3,000.00 43 REMOVE HEADWALL EA 850.0000 16,150.00 16.000 13,600.00 44 REMOVE BASE AND SURFACING M3 50.0000 54,000.00 0.000 0.00 45 RESET ROADSIDE SIGN EA 250.0000 5,000.00 8.000 2,000.00 46 RELOCATE ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 112,000.00 13,540.530 47,391.86 21,007.230 73,525.31 S) 48 EXTEND 600 MM REINFORCED CONCRETE PIPE M 1,200.0000 9,600.00 8.000 9,600.00 CASING 49 EXTEND EXISTING BLOW OFF ASSEMBLY EA 1,200.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 51 DEVELOP WATER SUPPLY LS 23,000.0000 23,000.00 1.000 23,000.00 52 ROADWAY EXCAVATION M3 46.0000 7,590,000.00 14,537.840 668,740.64 136,531.790 6,280,462.34 53 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 0.750 6,750.00 54 STRUCTURE EXCAVATION M3 500.0000 15,000.00 30.000 15,000.00 F) 55 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 285,000.00 1,534.600 230,190.00 F) 56 STRUCTURE BACKFILL M3 200.0000 4,000.00 5.000 1,000.00 F) 57 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 331,250.00 524.500 131,125.00 F) 58 PERVIOUS BACKFILL MATERIAL M3 50.0000 1,650.00 0.000 0.00 F) 59 CANAL BACKFILL M3 10.0000 1,300.00 130.000 1,300.00 60 CONCRETE BACKFILL M3 750.0000 1,500.00 2.000 1,500.00 61 DITCH EXCAVATION M3 35.0000 119,350.00 1,960.990 68,634.65 62 STRAW (EROSION CONTROL) TONN 590.0000 41,890.00 12.800 7,552.00 12.800 7,552.00 S) 63 FIBER (EROSION CONTROL) KG 1.5000 4,830.00 1,517.000 2,275.50 1,517.000 2,275.50 S) (TYPE STABILIZED FIBER MATRIX) 64 FIBER (EROSION CONTROL) KG 1.0000 15,700.00 3,035.000 3,035.00 3,035.000 3,035.00 S) 65 FIBER ROLLS M 14.0000 189,000.00 533.200 7,464.80 960.200 13,442.80 S) 66 COMPOST (EROSION CONTROL) M3 245.0000 100,450.00 110.000 26,950.00 110.000 26,950.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 8,400.00 1.000 700.00 1.000 700.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 120.0000 188,400.00 378.000 45,360.00 378.000 45,360.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.3000 17,388.00 1,821.000 4,188.30 1,821.000 4,188.30 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 1.9000 11,913.00 1,214.000 2,306.60 1,214.000 2,306.60 S) 71 STABILIZING EMULSION (EROSION CONTROL) L 57.0000 9,120.00 71.000 4,047.00 71.000 4,047.00 S) (TYPE STABILIZED FIBER MATRIX) 72 CLASS 2 AGGREGATE BASE M3 62.0000 1,841,400.00 2,835.000 175,770.00 10,751.200 666,574.40 73 REPLACE ASPHALT CONCRETE SURFACING M3 500.0000 125,000.00 0.000 0.00 74 ASPHALT CONCRETE (TYPE A) TONN 92.0000 3,864,000.00 8,503.600 782,331.20 10,227.180 940,900.56 75 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 110.0000 524,700.00 0.000 0.00 76 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 8.00 0.000 0.00 REINFORCING FABRIC) PROGRAM CAS145 PAGE 4 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAVEMENT REINFORCING FABRIC M2 6.0000 35,040.00 0.000 0.00 78 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.2500 24,010.00 0.000 0.00 AREA) 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.6000 144.00 0.000 0.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.6000 4,644.00 0.000 0.00 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.6000 936.00 0.000 0.00 82 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 966.0000 130,410.00 131.740 127,260.84 S) PILING 83 PRESTRESSING CAST-IN-PLACE CONCRETE LS 84,600.0000 84,600.00 0.000 0.00 S) 84 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 203,700.00 291.000 203,700.00 F) 85 STRUCTURAL CONCRETE, BRIDGE M3 805.0000 1,190,595.00 701.000 564,305.00 1,277.500 1,028,387.50 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,400.0000 29,400.00 0.000 0.00 F) (TYPE EQ) 87 STRUCTURAL CONCRETE M3 4,000.0000 44,000.00 0.000 0.00 F) 88 CLASS 2 CONCRETE (HEADWALL) M3 2,500.0000 152,500.00 63.130 157,825.00 F) 89 CLASS 2 CONCRETE (WINGWALLS) M3 1,500.0000 90,000.00 58.980 88,470.00 F) 90 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 73,500.00 49.000 73,500.00 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 63,800.00 1.100 2,420.00 26.100 57,420.00 F) 92 MINOR CONCRETE (INVERT PAVING) M3 1,200.0000 37,200.00 31.000 37,200.00 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 4,000.0000 872,000.00 11.500 46,000.00 123.270 493,080.00 F) (NID FACILITIES) 94 JOINT SEAL (MR 30 MM) M 300.0000 9,600.00 0.000 0.00 S) 95 JOINT SEAL (MR 50 MM) M 400.0000 14,000.00 0.000 0.00 S) 96 BAR REINFORCING STEEL KG 2.7500 44,299.75 14,474.580 39,805.10 SF) 97 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 372,141.00 69,032.000 144,967.20 152,647.000 320,558.70 SF) 98 ROADSIDE SIGN - ONE POST EA 350.0000 8,750.00 2.000 700.00 99 ROADSIDE SIGN - TWO POST EA 575.0000 2,300.00 0.000 0.00 00 450 MM REINFORCED CONCRETE PIPE M 900.0000 27,900.00 30.800 27,720.00 01 600 MM REINFORCED CONCRETE PIPE M 950.0000 342,000.00 361.000 342,950.00 02 750 MM REINFORCED CONCRETE PIPE M 1,200.0000 72,000.00 61.300 73,560.00 03 900 MM REINFORCED CONCRETE PIPE M 1,400.0000 210,000.00 146.300 204,820.00 PROGRAM CAS145 PAGE 5 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1050 MM REINFORCED CONCRETE PIPE M 1,800.0000 90,000.00 33.900 61,020.00 05 1200 MM REINFORCED CONCRETE PIPE M 1,300.0000 16,900.00 12.500 16,250.00 06 1500 MM REINFORCED CONCRETE PIPE M 1,100.0000 44,000.00 39.600 43,560.00 07 1100 MM REINFORCED CONCRETE PIPE M 2,300.0000 345,000.00 148.700 342,010.00 (RUBBER GASKET JOINT) 08 750 MM REINFORCED CONCRETE PIPE M 800.0000 224,000.00 279.800 223,840.00 (RUBBER GASKET JOINT) 09 1350 MM REINFORCED CONCRETE PIPE M 1,800.0000 1,044,000.00 7.000 12,600.00 209.800 377,640.00 (RUBBER GASKET JOINT) 10 600 MM CORRUGATED STEEL PIPE M 550.0000 19,800.00 36.400 20,020.00 (3.51 MM THICK) 11 750 MM CORRUGATED STEEL PIPE M 480.0000 30,720.00 64.300 30,864.00 (3.51 MM THICK) 12 900 MM CORRUGATED STEEL PIPE M 500.0000 13,500.00 27.000 13,500.00 (2.01 MM THICK) 13 900 MM CORRUGATED STEEL PIPE M 950.0000 18,050.00 19.800 18,810.00 (3.51 MM THICK) 14 450 MM CORRUGATED STEEL PIPE M 600.0000 31,200.00 12.500 7,500.00 51.700 31,020.00 (3.51 MM THICK) 15 200 MM NON-PERFORATED STEEL PIPE M 270.0000 54,000.00 0.000 0.00 UNDERDRAIN (2.01 MM THICK) 16 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 3,780.00 11.000 1,980.00 11.000 1,980.00 17 300 MM ENTRANCE TAPER EA 800.0000 1,600.00 0.000 0.00 18 ANCHOR ASSEMBLY EA 400.0000 11,200.00 4.000 1,600.00 34.000 13,600.00 S) 19 COMBINATION AIR RELEASE VALVE ASSEMBLY EA 4,400.0000 13,200.00 1.000 4,400.00 20 SERVICE LINE ASSEMBLY (NID PIPE LINE) EA 35,000.0000 105,000.00 1.000 35,000.00 21 WELDED STEEL PIPE CASING (BRIDGE) M 800.0000 10,400.00 0.000 0.00 22 WELDED STEEL PIPE CASING (1200 MM) M 2,100.0000 100,800.00 48.000 100,800.00 23 WELDED STEEL PIPE CASING (1600 MM) M 6,000.0000 78,000.00 13.900 83,400.00 24 WELDED STEEL PIPE CASING (2000 MM) M 4,000.0000 212,000.00 53.700 214,800.00 25 1100 MM WELDED STEEL PIPE (NID FLUME) M 1,000.0000 39,000.00 0.000 0.00 26 355 MM WELDED STEEL PIPE M 700.0000 23,100.00 38.900 27,230.00 27 610 MM WELDED STEEL PIPE M 500.0000 17,000.00 17.000 8,500.00 28 750 MM DUCTILE IRON PIPE (TYPE 1) M 550.0000 610,500.00 1,002.600 551,430.00 (TEMPORARY) 29 750 MM DUCTILE IRON PIPE (TYPE 2) M 1,000.0000 170,000.00 145.300 145,300.00 (PERMANENT) 30 SERVICE LINE ASSEMBLY EA 10,000.0000 30,000.00 3.000 30,000.00 (NID TEMPORARY BYPASS) PROGRAM CAS145 PAGE 6 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BLOW OFF ASSEMBLY, MAJOR OUTLET EA 50,000.0000 100,000.00 2.000 100,000.00 (NID TEMPORARY BYPASS) 32 BLOW OFF ASSEMBLY, MINOR OUTLET EA 1,500.0000 3,000.00 0.000 0.00 (NID TEMPORARY BYPASS) 33 BLOW OFF ASSEMBLY(NID PIPE LINE) EA 30,000.0000 60,000.00 1.750 52,500.00 34 450 MM CONCRETE FLARED END SECTION EA 600.0000 3,600.00 6.000 3,600.00 35 600 MM CONCRETE FLARED END SECTION EA 700.0000 7,700.00 8.000 5,600.00 36 900 MM CONCRETE FLARED END SECTION EA 800.0000 2,400.00 3.000 2,400.00 37 1050 MM CONCRETE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 38 1100 MM SLIDE HEADGATE EA 7,000.0000 7,000.00 1.000 7,000.00 39 1350 MM SLIDE HEADGATE EA 8,100.0000 8,100.00 0.000 0.00 40 MANHOLE EA 12,000.0000 84,000.00 6.000 72,000.00 41 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 125.0000 103,750.00 648.000 81,000.00 42 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 270.0000 59,400.00 30.300 8,181.00 177.100 47,817.00 43 ROCK SLOPE PROTECTION M3 125.0000 90,000.00 453.000 56,625.00 (FACING, METHOD B) 44 ROCK SLOPE PROTECTION M3 180.0000 25,200.00 62.760 11,296.80 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION (LIGHT, METHOD A) M3 275.0000 2,475.00 8.700 2,392.50 8.700 2,392.50 46 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 200.0000 11,400.00 56.900 11,380.00 47 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 76,000.00 8.800 1,760.00 337.590 67,518.00 48 CONCRETE (CONCRETED-ROCK SLOPE M3 475.0000 41,800.00 49.330 23,431.75 PROTECTION) 49 CONCRETED-ROCK SLOPE PROTECTION M3 165.0000 33,000.00 108.000 17,820.00 (1/2T, METHOD A) 50 CONCRETED-ROCK SLOPE PROTECTION M3 260.0000 8,580.00 31.700 8,242.00 (LIGHT, METHOD B) 51 CONCRETED-ROCK SLOPE PROTECTION M3 210.0000 27,300.00 53.400 11,214.00 (FACING, METHOD B) 52 MINOR CONCRETE (DITCH LINING) M3 800.0000 44,800.00 64.000 51,200.00 130.070 104,056.00 53 ROCK SLOPE PROTECTION FABRIC M2 2.0000 9,000.00 201.100 402.20 3,070.500 6,141.00 54 MINOR CONCRETE (MISCELLANEOUS M3 950.0000 9,500.00 0.000 0.00 CONSTRUCTION) 55 MISCELLANEOUS IRON AND STEEL KG 10.0000 91,600.00 3,229.000 32,290.00 SF) 56 MANHOLE FRAME AND COVER EA 1,000.0000 7,000.00 6.000 6,000.00 57 MISCELLANEOUS METAL KG 18.0000 67,140.00 0.000 0.00 SF)(NID FLUME WALKWAY AND RAILING) PROGRAM CAS145 PAGE 7 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FENCE (TYPE BW, 4-STRAND, METAL POST) M 90.0000 4,230.00 0.000 0.00 59 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 70.00 0.000 0.00 60 DELINEATOR (CLASS 1) EA 35.0000 4,900.00 0.000 0.00 61 MARKER (CULVERT) EA 35.0000 1,575.00 0.000 0.00 62 HIGHWAY POST MARKER EA 35.0000 665.00 0.000 0.00 63 OBJECT MARKER (TYPE L-1) EA 35.0000 280.00 0.000 0.00 64 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 50,400.00 0.000 0.00 S) 65 CABLE RAILING M 190.0000 22,800.00 99.500 18,905.00 S) 66 TRANSITION RAILING (TYPE WB) EA 3,550.0000 17,750.00 0.000 0.00 S) 67 END CAP (TYPE A) EA 75.0000 75.00 0.000 0.00 S) 68 END CAP (TYPE TA) EA 75.0000 300.00 0.000 0.00 S) 69 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 2,600.00 0.000 0.00 S) 70 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 21,150.00 0.000 0.00 S) 71 CONCRETE BARRIER (TYPE 732) M 255.0000 74,715.00 0.000 0.00 F) 72 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 4,940.00 0.000 0.00 S) 73 THERMOPLASTIC TRAFFIC STRIPE M 1.0500 14,070.00 0.000 0.00 S) (SPRAYABLE) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 28,420.00 0.000 0.00 S) 75 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 800.00 0.000 0.00 S) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,220.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 77 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6500 10,950.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A5304 TIME 01:13 PM ESTIMATE NO. 11 BID OPENING 07/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,869,922.32 17,862,022.12 ADJUSTMENT OF COMPENSATION 0.00 -47,184.00 EXTRA WORK 42,899.09 245,752.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,912,821.41 18,060,590.89 78 MOBILIZATION LS 3320,000.0000 3,320,000.00 0.050 166,000.00 1.000 3,320,000.00 ORIGINAL CONTRACT AMOUNT 33,297,792.00 TOTAL WORK COMPLETED 3,078,821.41 21,380,590.89 MATERIALS ON HAND ON SITE 153,179.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 3,078,821.41 21,523,769.97 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 10/05/06 400 01/22/07 12/14/06 08/08/08 180 12 0 0 63% 45% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/07