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 11/20/06 EST. NO.13 TIME 08:25 AM R.E. NAME: KEWAL VIRK 10-363114 --------------------------------------------------------------------------- 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 11/20/06 EST. NO.13 TIME 08:25 AM R.E. NAME: KEWAL VIRK 10-363114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE S.10-1.02WPCRETENION -500,000.00 06 SECT. 90-2.02GRADING -351.00 06 SECT.90-2.02FAILDGRD -162.00 06 RELEASE RETENTION 500,000.00 07 SECTION 49-6.02 -5,000.00 07 SECT10-1.02 AWPPP -300,000.00 11 RELEASE ADM DEDUCTIO 300,000.00 12 0.00 -5,513.00 TOTAL DEDUCTIONS 0.00 -5,513.00 PROGRAM CAS145 PAGE 1 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 LOCATION PROGRESS ESTIMATE 10-MER-99-10.2/12.8 ----------------- GRANITE CONSTRUCTION IN MERCED COUNTY IN AND NEAR MERCED 2716 SOUTH GRANITE COURT FROM MCHENRY ROAD TO 0.4 KM SOUTH FRESNO, CA 93706 OF CHILDS AVENUE OVERCROSSING FED. AID NO. ACNH-P099(493)E CONSTRUCT FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,600.0000 5,600.00 1.000 5,600.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,650,000.00 20.000 60,000.00 198.000 594,000.00 03 TEMPORARY FENCE (TYPE ESA) M 65.0000 1,820.00 28.000 1,820.00 04 365 MM X 575 MM TEMPORARY OVAL SHAPED M 500.0000 5,000.00 10.000 5,000.00 REINFORCED CONCRETE PIPE (RUBBER GASKET JOINT) 05 450 MM TEMPORARY REINFORCED CONCRETE M 350.0000 8,050.00 18.000 6,300.00 PIPE (RUBBER GASKET JOINT) 06 450 MM TEMPORARY ALTERNATIVE PIPE M 250.0000 65,000.00 260.000 65,000.00 CULVERT 07 450 MM TEMPORARY CONCRETE FLARED END EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600.00 SECTION 08 TEMPORARY DRAINAGE INLET EA 1,600.0000 19,200.00 11.000 17,600.00 09 ASBESTOS HEALTH AND SAFETY PLAN LS 16,000.0000 16,000.00 1.000 16,000.00 10 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 28,000.0000 28,000.00 0.750 21,000.00 12 TEMPORARY EROSION CONTROL M2 1.0000 16,200.00 97,128.000 97,128.00 97,128.000 97,128.00 S) 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,200.0000 36,000.00 4.000 28,800.00 14 CONSTRUCTION AREA SIGNS LS 11,300.0000 11,300.00 1.000 11,300.00 S) 15 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.100 21,000.00 0.750 157,500.00 S) 16 TYPE III BARRICADE EA 86.0000 5,332.00 20.000 1,720.00 20.000 1,720.00 S) 17 TYPE III BARRICADE (LEFT IN PLACE) EA 100.0000 2,000.00 0.000 0.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 51.0000 36,210.00 16.000 816.00 123.000 6,273.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 51.0000 23,460.00 0.000 0.00 S) (LEFT IN PLACE) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 28,000.0000 28,000.00 0.100 2,800.00 0.750 21,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 72.0000 489,600.00 2,226.000 160,272.00 PROGRAM CAS145 PAGE 2 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 40,000.00 56.000 11,200.00 154.000 30,800.00 S) 23 TEMPORARY TRAFFIC SCREEN M 43.0000 237,790.00 1,445.000 62,135.00 24 ABANDON CULVERT EA 1,200.0000 34,800.00 6.000 7,200.00 25 ABANDON WATER WELL EA 1,200.0000 4,800.00 5.000 6,000.00 26 OBLITERATE SURFACING M2 3.0000 22,860.00 353.000 1,059.00 27 REMOVE FENCE M 14.0000 31,500.00 22.000 308.00 2,241.000 31,374.00 S) 28 REMOVE METAL BEAM GUARD RAILING M 17.0000 2,040.00 120.000 2,040.00 120.000 2,040.00 S) 29 REMOVE FLARED END SECTION EA 800.0000 3,200.00 3.000 2,400.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 920.00 0.000 0.00 S) 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 4,445.00 412.000 1,442.00 S) STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 920.00 0.000 0.00 S) 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,350.00 94.300 235.75 S) 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 51.0000 4,488.00 0.000 0.00 S) 35 REMOVE PAVEMENT MARKER EA 2.0000 1,460.00 170.000 340.00 S) 36 REMOVE ROADSIDE SIGN EA 200.0000 9,800.00 0.000 0.00 37 REMOVE SIGN STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 S) 38 REMOVE CULVERT M 46.0000 9,200.00 427.400 19,660.40 39 REMOVE GRATED LINE DRAIN M 7.0000 10,430.00 0.000 0.00 40 REMOVE INLET EA 840.0000 30,240.00 4.000 3,360.00 41 REMOVE HEADWALL EA 840.0000 1,680.00 2.000 1,680.00 42 REMOVE MANHOLE EA 1,500.0000 3,000.00 2.000 3,000.00 43 REMOVE BASE AND SURFACING M3 14.0000 4,900.00 3.000 42.00 350.000 4,900.00 44 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 51.0000 26,520.00 130.000 6,630.00 S) 45 RECONSTRUCT METAL BEAM GUARD RAILING M 51.0000 7,650.00 0.000 0.00 S) 46 RESET MAILBOX EA 230.0000 690.00 6.000 1,380.00 47 RESET ROADSIDE SIGN EA 170.0000 170.00 0.000 0.00 48 RELOCATE ROADSIDE SIGN EA 450.0000 2,250.00 2.000 900.00 PROGRAM CAS145 PAGE 3 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 50 ADJUST FRAME AND COVER TO GRADE EA 3,000.0000 24,000.00 14.000 42,000.00 51 ADJUST MANHOLE TO GRADE EA 3,000.0000 15,000.00 2.000 6,000.00 6.000 18,000.00 52 ADJUST SEWER MANHOLE EA 3,000.0000 30,000.00 7.000 21,000.00 53 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 25.0000 43,250.00 745.600 18,640.00 S) 54 REMOVE CONCRETE BARRIER M 20.0000 71,400.00 0.000 0.00 55 CAP INLET EA 1,000.0000 3,000.00 2.000 2,000.00 56 BRIDGE REMOVAL LS 40,000.0000 40,000.00 1.000 40,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 0.400 16,000.00 0.400 16,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,000.0000 40,000.00 0.400 16,000.00 0.400 16,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 40,000.0000 40,000.00 0.000 0.00 61 SALVAGE CRASH CUSHION EA 1,500.0000 9,000.00 1.000 1,500.00 2.000 3,000.00 S) 62 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 63 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.750 15,000.00 64 ROADWAY EXCAVATION M3 5.7500 1,270,750.00 194,060.000 1,115,845.00 65 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 66 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 76,120.00 1,238.000 49,520.00 F) 67 STRUCTURE EXCAVATION (TYPE D) M3 275.0000 84,150.00 0.000 0.00 F) 68 STRUCTURE EXCAVATION (RETAINING WALL) M3 113.0000 5,537.00 49.000 5,537.00 F) 69 STRUCTURE BACKFILL M3 110.0000 4,950.00 0.000 0.00 F) 70 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 259,800.00 484.000 96,800.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 170.0000 5,780.00 34.000 5,780.00 F) 72 SAND BACKFILL M3 160.0000 28,800.00 27.100 4,336.00 73 IMPORTED BORROW M3 27.0000 21,654,000.00 9,300.000 251,100.00 752,276.780 20,311,473.06 74 IMPORTED MATERIAL (SHOULDER BACKING) TONN 42.0000 16,380.00 0.000 0.00 75 STRAW (EROSION CONTROL) TONN 600.0000 138,000.00 87.920 52,752.00 145.420 87,252.00 S) PROGRAM CAS145 PAGE 4 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 EROSION CONTROL (DRILL SEED) HA 7,300.0000 51,100.00 -2.000 -14,600.00 0.000 0.00 S) 77 FIBER (EROSION CONTROL) KG 3.5000 107,800.00 4,650.430 16,276.51 12,350.430 43,226.51 S) 78 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,400.0000 11,200.00 1.000 1,400.00 2.000 2,800.00 S) 79 PURE LIVE SEED (EROSION CONTROL) KG 79.0000 127,190.00 231.050 18,252.95 633.550 50,050.45 S) 80 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.5000 38,500.00 2,226.800 5,567.00 6,076.800 15,192.00 S) 81 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 39,435.00 1,041.870 5,730.29 2,834.370 15,589.04 S) 82 250 MM BITUMINOUS COATED STEEL PIPE M 120.0000 46,800.00 295.500 35,460.00 S) CONDUIT (1.63 MM THICK) 83 FINISHING ROADWAY LS 100,000.0000 100,000.00 0.400 40,000.00 84 CLASS 4 AGGREGATE SUBBASE M3 30.0000 792,000.00 2,909.000 87,270.00 18,200.920 546,027.60 85 CLASS 2 AGGREGATE BASE M3 45.0000 2,943,000.00 54,855.250 2,468,486.25 86 ASPHALT TREATED PERMEABLE BASE M3 150.0000 1,201,500.00 6,139.660 920,949.00 87 ASPHALT CONCRETE TONN 58.0000 3,329,200.00 4,090.430 237,244.94 29,861.580 1,731,971.64 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 119,700.00 339.980 11,899.30 1,789.600 62,636.00 AREA) 89 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 450.00 0.000 0.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 2,400.00 271.000 1,626.00 271.000 1,626.00 91 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 6.0000 2,220.00 370.000 2,220.00 92 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 65,310.00 3,647.000 25,529.00 6,113.000 42,791.00 93 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 6,300.00 324.000 1,944.00 324.000 1,944.00 94 SHOULDER RUMBLE STRIP STA 80.0000 7,360.00 57.000 4,560.00 (AC, ROLLED-IN INDENTATIONS) 95 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 96.00 11.000 11.00 25.000 25.00 96 CONCRETE PAVEMENT M3 295.0000 7,788,000.00 18,751.270 5,531,624.65 97 SHOULDER RUMBLE STRIP STA 90.0000 6,390.00 57.000 5,130.00 (PCC, ROLLED-IN INDENTATIONS) 98 SEAL PAVEMENT JOINT M 25.0000 767,500.00 12,347.000 308,675.00 27,347.000 683,675.00 99 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 26,400.00 32.256 25,804.80 S) PILING (BARRIER) 00 FURNISH PILING (CLASS 900) M 22.0000 23,474.00 1,042.000 22,924.00 (ALTERNATIVE W) 01 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,800.0000 134,400.00 0.000 0.00 S) 02 FURNISH PILING (CLASS 625 MODIFIED) M 23.0000 33,258.00 902.100 20,748.30 PROGRAM CAS145 PAGE 5 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 DRIVE PILE (CLASS 625 MODIFIED) EA 5,100.0000 392,700.00 49.000 249,900.00 S) 04 FURNISH PILING (CLASS 625) M 29.0000 128,992.00 1,274.700 36,966.30 (ALTERNATIVE W) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,400.0000 554,400.00 75.000 180,000.00 S) 06 FURNISH PILING (CLASS 400) M 17.0000 22,508.00 628.770 10,689.09 07 DRIVE PILE (CLASS 400) EA 4,100.0000 385,400.00 46.000 188,600.00 S) 08 FURNISH PILING (CLASS 400) M 17.0000 23,715.00 1,139.000 19,363.00 (ALTERNATIVE W) 09 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 3,600.0000 352,800.00 98.000 352,800.00 S) 10 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 644,800.00 2,631.500 684,190.00 S) PILING (BARRIER) 11 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 23.0000 23,391.00 799.600 18,390.80 PILING (406 MM) 12 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 8,400.0000 722,400.00 74.000 621,600.00 S) PILE (406 MM) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.300 90,000.00 0.300 90,000.00 S) 14 STRUCTURAL CONCRETE M3 1,700.0000 45,900.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 340.0000 114,240.00 203.000 69,020.00 F) 16 STRUCTURAL CONCRETE, BRIDGE M3 465.0000 3,647,460.00 3,230.000 1,501,950.00 F) 17 STRUCTURAL CONCRETE, RETAINING WALL M3 670.0000 88,440.00 132.000 88,440.00 F) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 703,800.00 529.000 449,650.00 F) (TYPE N) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 950.0000 867,350.00 913.000 867,350.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,950.0000 362,700.00 141.580 276,081.00 F) 21 DRILL AND BOND DOWEL M 170.0000 9,860.00 0.000 0.00 22 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 97.0000 258,117.00 626.000 60,722.00 1,149.000 111,453.00 SF) 23 MASONRY BLOCK WALL M2 97.0000 14,162.00 146.000 14,162.00 SF) 24 JOINT SEAL (MR 15 MM) M 170.0000 51,510.00 192.000 32,640.00 192.000 32,640.00 S) 25 JOINT SEAL ASSEMBLY (MR 60 MM) M 820.0000 26,240.00 0.000 0.00 S) 26 JOINT SEAL ASSEMBLY (MR 70 MM) M 820.0000 80,360.00 0.000 0.00 S) 27 BAR REINFORCING STEEL KG 4.5000 9,405.00 0.000 0.00 SF) 28 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 2,217,523.00 133,459.000 293,609.80 505,106.000 1,111,233.20 SF) 29 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 18,483.00 6,161.000 18,483.00 SF) PROGRAM CAS145 PAGE 6 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 324,482.50 129,793.000 324,482.50 SF) 31 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 7,000.00 0.000 0.00 F) WITH WALKWAY) 32 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 2,500.00 0.000 0.00 SF)WITH WALKWAY) 33 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 228,830.00 26,895.000 188,265.00 F) 34 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,690.00 21,516.000 21,516.00 SF) 35 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,200.0000 74,800.00 26.800 58,960.00 S) PILE (SIGN FOUNDATION) 36 ROADSIDE SIGN - ONE POST EA 350.0000 30,800.00 5.000 1,750.00 37 ROADSIDE SIGN - TWO POST EA 600.0000 9,000.00 0.000 0.00 38 INSTALL ROADSIDE SIGN EA 2,100.0000 2,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 39 PREPARE AND STAIN CONCRETE M2 30.0000 6,000.00 0.000 0.00 S) 40 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 51,000.00 280.530 42,079.50 41 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 273,600.00 155.090 27,916.20 1,397.850 251,613.00 42 900 MM ALTERNATIVE PIPE CULVERT M 260.0000 140,400.00 48.480 12,604.80 547.980 142,474.80 43 450 MM REINFORCED CONCRETE PIPE M 220.0000 59,400.00 16.420 3,612.40 238.120 52,386.40 (RUBBER GASKET JOINT) 44 600 MM REINFORCED CONCRETE PIPE M 250.0000 107,500.00 429.500 107,375.00 (RUBBER GASKET JOINT) 45 750 MM REINFORCED CONCRETE PIPE M 280.0000 70,000.00 283.500 79,380.00 (RUBBER GASKET JOINT) 46 300 MM CORRUGATED STEEL PIPE M 140.0000 1,680.00 0.000 0.00 (2.01 MM THICK) 47 450 MM CORRUGATED STEEL PIPE M 180.0000 93,600.00 7.620 1,371.60 210.910 37,963.80 (2.77 MM THICK) 48 600 MM CORRUGATED STEEL PIPE M 260.0000 52,000.00 50.180 13,046.80 108.650 28,249.00 (3.51 MM THICK) 49 80 MM PLASTIC PIPE (EDGE DRAIN) M 13.0000 102,570.00 5,478.000 71,214.00 50 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 41.0000 59,860.00 214.000 8,774.00 382.000 15,662.00 51 300 MM FLUME DOWNDRAIN M 220.0000 41,800.00 91.800 20,196.00 175.800 38,676.00 52 300 MM TAPERED INLET EA 440.0000 14,960.00 32.000 14,080.00 32.000 14,080.00 53 300 MM ANCHOR ASSEMBLY EA 120.0000 4,200.00 32.000 3,840.00 32.000 3,840.00 54 450 MM CONCRETE FLARED END SECTION EA 400.0000 3,200.00 1.000 400.00 7.000 2,800.00 55 600 MM CONCRETE FLARED END SECTION EA 480.0000 4,800.00 5.000 2,400.00 56 750 MM CONCRETE FLARED END SECTION EA 680.0000 2,040.00 4.000 2,720.00 PROGRAM CAS145 PAGE 7 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 300 MM ALTERNATIVE FLARED END SECTION EA 240.0000 720.00 0.000 0.00 58 450 MM ALTERNATIVE FLARED END SECTION EA 280.0000 13,160.00 15.000 4,200.00 25.000 7,000.00 59 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 22,500.00 34.000 15,300.00 40.000 18,000.00 60 900 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 22,000.00 12.000 13,200.00 16.000 17,600.00 61 ROCK SLOPE PROTECTION M3 230.0000 94,300.00 220.210 50,648.30 307.220 70,660.60 (BACKING NO. 2, METHOD B) 62 SLOPE PAVING (CONCRETE) M3 1,400.0000 110,600.00 0.000 0.00 F) 63 ROCK SLOPE PROTECTION FABRIC M2 9.0000 14,940.00 691.300 6,221.70 1,036.700 9,330.30 64 MINOR CONCRETE (MISCELLANEOUS M3 730.0000 452,600.00 150.540 109,894.20 507.890 370,759.70 CONSTRUCTION) 65 MINOR CONCRETE (TEXTURED PAVING) M2 150.0000 141,000.00 325.900 48,885.00 325.900 48,885.00 66 MISCELLANEOUS IRON AND STEEL KG 4.0000 92,240.00 3,464.000 13,856.00 SF) 67 FENCE (TYPE BW, 5-STRAND, WOOD POST) M 23.0000 2,990.00 480.000 11,040.00 S) 68 CHAIN LINK FENCE (TYPE CL-1.8) M 53.0000 516,220.00 3,452.000 182,956.00 5,159.500 273,453.50 S) 69 WOOD FENCE M 50.0000 1,300.00 26.000 1,300.00 S) 70 BREAK-AWAY POST EA 50.0000 200.00 4.000 200.00 4.000 200.00 71 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 30,800.00 12.000 13,200.00 13.000 14,300.00 S) 72 SURVEY MONUMENT EA 500.0000 5,500.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 45.0000 7,200.00 12.000 540.00 74 MILEPOST MARKER EA 45.0000 540.00 0.000 0.00 75 GUARD RAILING DELINEATOR EA 50.0000 1,700.00 0.000 0.00 76 OBJECT MARKER (TYPE L) EA 45.0000 1,260.00 0.000 0.00 77 METAL BEAM GUARD RAILING (STEEL POST) M 51.0000 72,420.00 787.500 40,162.50 S) 78 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 40.0000 17,840.00 0.000 0.00 SF) 79 CONCRETE BARRIER (TYPE K) M 185.0000 31,450.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 225.0000 20,475.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 315.0000 70,245.00 0.000 0.00 F) 82 DOUBLE METAL BEAM GUARD RAILING M 90.0000 23,400.00 137.160 12,344.40 137.160 12,344.40 S) (STEEL POST) 83 SINGLE THRIE BEAM BARRIER (STEEL POST) M 150.0000 12,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 175.0000 5,600.00 0.000 0.00 S) 85 TRANSITION RAILING (TYPE WB) EA 1,400.0000 70,000.00 3.000 4,200.00 25.000 35,000.00 S) 86 END SECTION EA 1,400.0000 7,000.00 3.000 4,200.00 3.000 4,200.00 S) 87 RAIL TENSIONING ASSEMBLY EA 1,600.0000 12,800.00 4.000 6,400.00 4.000 6,400.00 S) 88 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,500.0000 22,500.00 4.000 10,000.00 9.000 22,500.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 2,400.0000 4,800.00 0.000 0.00 S) 90 RETURN SECTION EA 1,900.0000 3,800.00 0.000 0.00 S) 91 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 38,400.00 6.000 19,200.00 S) 92 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 72,000.00 6.000 12,000.00 21.000 42,000.00 S) 93 CRASH CUSHION (TYPE CAT) EA 2,400.0000 24,000.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 2,300.0000 23,000.00 0.000 0.00 S) 95 CONCRETE BARRIER (TYPE 60) M 170.0000 40,800.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 60D) M 200.0000 5,400.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 732 MODIFIED) M 185.0000 41,255.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 732) M 540.0000 478,440.00 664.500 358,830.00 F) 99 CONCRETE BARRIER (TYPE 736 SV) M 200.0000 250,000.00 124.450 24,890.00 1,244.460 248,892.00 00 THERMOPLASTIC PAVEMENT MARKING M2 86.0000 9,460.00 0.000 0.00 S) 01 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 16,150.00 0.000 0.00 S) (SPRAYABLE) 02 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 15,400.00 10,644.800 5,322.40 S) 03 PAINT PAVEMENT MARKING (2-COAT) M2 86.0000 24,080.00 35.580 3,059.88 S) 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 2,820.00 196.000 1,176.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 24,480.00 131.000 786.00 S) 06 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.000 0.00 S) 07 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.470 47,000.00 0.790 79,000.00 S) 08 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.450 22,500.00 0.780 39,000.00 S) 09 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.300 7,500.00 1.000 25,000.00 S) (LOCATION 1) 10 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.075 1,875.00 S) (LOCATION 2) PROGRAM CAS145 PAGE 9 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) (LOCATION 3) 12 ROADSIDE WEATHER INFORMATION SYSTEM LS 50,000.0000 50,000.00 0.710 35,500.00 S) 13 COMMUNICATION CONDUIT LS 20,000.0000 20,000.00 1.000 20,000.00 S) 14 TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.000 0.00 S) 15 MICROWAVE VEHICLE DETECTION SYSTEM LS 30,000.0000 30,000.00 0.500 15,000.00 S) PROGRAM CAS145 PAGE 10 DATE 11/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-363114 TIME 08:25 AM ESTIMATE NO. 13 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: KEWAL VIRK DATE OF THIS ESTIMATE 11/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,429,885.19 45,946,115.12 ADJUSTMENT OF COMPENSATION 0.00 59,022.21 EXTRA WORK 0.00 118,615.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,429,885.19 46,123,752.38 16 MOBILIZATION LS 6655,000.5000 6,655,000.50 1.000 6,655,000.50 ORIGINAL CONTRACT AMOUNT 68,879,629.00 TOTAL WORK COMPLETED 2,429,885.19 52,778,752.88 MATERIALS ON HAND ON SITE 337,121.77 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,513.00 TOTAL 2,429,885.19 53,110,361.65 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 11/28/05 550 12/13/05 12/13/05 04/21/08 203 39 0 0 76% 37% PROGRESS IS SATISFACTORY KEWAL VIRK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/06