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 06/19/03 EST. NO.35 TIME 04:21 PM R.E. NAME: PASCAL, ANTHONY 02-364304 --------------------------------------------------------------------------- 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 0084 278.70 E.W. @ F.A.(+) 052803 N 836 0 0085 172.02 052903 N 839 0 0086 140.97 060303 N 846 0 0087 211.32 061603 N 870 0 008 0072 4,424.19 E.W. @ F.A.(+) 052803 N 837 0 0073 2,987.37 052903 N 838 0 0074 7,733.18 053003 N 841 0 0075 479.23 061203 N 863 0 0076 371.35 061203 N 865 0 009 0043 1,260.81 E.W. @ F.A.(+) 050503 N 813 0 0044 1,540.93 050803 N 816 0 0045 845.49 050903 N 818 0 0046 553.73 051303 N 821 0 0047 70.79 051603 N 824 0 0048 365.78 051903 N 825 0 0049 41.07 052003 N 828 0 0050 373.42 052203 N 831 0 0051 191.68 052303 N 832 0 0052 3,788.29 052703 N 833 0 0054 56.38 053003 N 840 0 0055 1,349.51 060203 N 842 0 0057 640.31 061003 N 858 0 0058 1,970.65 061103 N 859 0 0059 1,824.28 061203 N 862 0 0060 113.26 061303 N 867 0 010 0055 78.08 E.W. @ F.A.(+) 060903 N 856 0 015 0007 300.00 E.W. @ U.P (+) 050303 N 814 0 016 0009 75.08 E.W. @ F.A.(+) 060603 N 853 0 0010 156.53 060903 N 857 0 039 0002 7,608.20 A.C. @ F.A.(+) 060903 N 860 0 041 0002 1,417.18 E.W. @ F.A.(+) 051903 N 826 0 0003 172.02 052003 N 827 0 0004 584.76 052003 N 834 0 070 0001 432.49 E.W. @ F.A.(+) 052203 N 829 0 0002 1,227.65 052303 N 830 0 076 0001 4,358.85 E.W. @ F.A.(+) 060903 N 868 0 078 0002 15,721.51 E.W. @ L.S.(+) 061303 N 861 0 083 0001 140,134.70 A.C. @ L.S.(+) 061603 N 777 0 204,051.76 TOTAL THIS ESTIMATE 2,552,960.98 TOTAL PREVIOUS ESTIMATE 2,757,012.74 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 06/19/03 EST. NO.35 TIME 04:21 PM R.E. NAME: PASCAL, ANTHONY 02-364304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVEY RE-STAKE -2,500.00 10 CPM RETENTION -59,184.00 12 RET CPM RETENTION 59,184.00 15 SWPPP NONCOMPLIANCE -35,872.50 22 RCLCASE SWPPP DEDUCT 35,872.50 24 RAMP CLOSURE LD -75,200.00 27 SWPPP DEDUCTION 5% -53,000.00 27 RELEASE SWPPP DEDUCT 53,000.00 29 SURVEY RESTAKING -1,250.00 34 0.00 -78,950.00 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -10,000.00 22 MISSING PRS EST 26 -5,000.00 26 RET EST 25 DEDUCT 10,000.00 26 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -83,950.00 PROGRAM CAS145 PAGE 1 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-5-2.7/R11.4 ----------------------- GRANITE CONST CO IN SISKIYOU COUNTY IN AND NEAR PO BOX 50085 DUNSMUIR AND MOUNT SHASTA AT WATSONVILLE CA 95077-5085 VARIOUS LOCATIONS FED. AID NO. ACIM-005 -9(156)730,STP-P089(74)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,017.7500 6,017.75 0.750 4,513.31 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 370,000.00 22.000 22,000.00 291.000 291,000.00 03 TEMPORARY FENCE M 17.3500 4,337.50 190.000 3,296.50 04 PREPARE STORM WATER POLLUTION PREVENTION LS 2,625.0000 2,625.00 1.000 2,625.00 PLAN 05 WATER POLLUTION CONTROL LS 17,928.7000 17,928.70 0.059 1,057.79 0.786 14,091.96 06 CONSTRUCTION AREA SIGNS LS 42,000.0000 42,000.00 0.096 4,032.00 0.900 37,800.00 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.054 18,900.00 0.808 282,800.00 S) 08 FLASHING ARROW SIGN LS 14,284.0000 14,284.00 1.000 14,284.00 S) 09 TYPE III BARRICADE EA 530.0000 5,830.00 16.000 8,480.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 63.0000 1,512.00 11.700 737.10 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 43,800.00 13,220.900 39,662.70 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 3,000.00 81.900 4,095.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 61,650.00 64,803.000 48,602.25 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 530.000 21,200.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,898.0000 36,898.00 0.042 1,549.72 0.851 31,400.20 S) 16 PORTABLE RADAR SIGN EA 11,900.0000 23,800.00 2.000 23,800.00 S) 17 TEMPORARY FLASHING BEACON LS 8,575.0000 8,575.00 0.119 1,020.43 0.910 7,803.25 S) 18 TEMPORARY RAILING (TYPE K) M 21.0000 283,500.00 10,174.360 213,661.56 S) 19 TEMPORARY CRASH CUSHION MODULE EA 400.0000 64,000.00 132.000 52,800.00 S) 20 ABANDON CULVERT EA 800.0000 3,200.00 4.000 3,200.00 21 OBLITERATE SURFACING M2 3.5500 8,555.50 3,679.000 13,060.45 22 REMOVE METAL BEAM GUARD RAILING M 14.0000 6,160.00 1,142.650 15,997.10 PROGRAM CAS145 PAGE 2 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE M 3.0000 85,800.00 4,941.550 14,824.65 24 REMOVE PAVEMENT MARKING M2 40.0000 480.00 0.000 0.00 25 REMOVE PAVEMENT MARKER EA 3.5000 1,435.00 284.000 994.00 26 REMOVE ROADSIDE SIGN EA 100.0000 8,300.00 3.000 300.00 80.000 8,000.00 27 REMOVE ROADSIDE SIGN (TIMBER POLE) EA 525.0000 7,875.00 3.000 1,575.00 3.000 1,575.00 28 REMOVE ASPHALT CONCRETE DIKE M 5.0000 10,550.00 1,747.000 8,735.00 29 REMOVE OVERSIDE DRAIN EA 1,300.0000 1,300.00 2.000 2,600.00 30 REMOVE CULVERT EA 1,500.0000 4,500.00 3.000 4,500.00 31 REMOVE INLET EA 900.0000 4,500.00 5.000 4,500.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 14,448.00 2,065.800 14,460.60 33 RECONSTRUCT CHAIN LINK FENCE M 70.0000 55,300.00 0.000 0.00 34 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 35,000.00 612.650 30,632.50 35 RECONSTRUCT METAL BEAM GUARD RAILING M 35.0000 211,750.00 5,692.520 199,238.20 (2.1 M POST) 36 RELOCATE ROADSIDE SIGN EA 320.0000 960.00 7.000 2,240.00 37 RELOCATE METAL BEAM GUARD RAILING M 48.0000 21,600.00 537.210 25,786.08 (2.1 M POST) 38 ADJUST FRAME AND GRATE TO GRADE EA 600.0000 21,000.00 5.000 3,000.00 30.000 18,000.00 39 MODIFY INLET (TYPE 1) EA 1,170.0000 5,850.00 4.000 4,680.00 40 MODIFY INLET (TYPE 2) EA 2,866.0000 5,732.00 1.000 2,866.00 3.000 8,598.00 41 MODIFY INLET (TYPE 3) EA 1,517.0000 6,068.00 3.000 4,551.00 42 MODIFY INLET (TYPE 4) EA 1,775.0000 3,550.00 2.000 3,550.00 43 MODIFY INLET (TYPE 5) EA 3,700.0000 3,700.00 0.000 0.00 44 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 325.0000 1,950.00 0.000 0.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7000 179,200.00 218,283.740 152,798.62 S) (45 MM MAXIMUM) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.6000 37,072.00 8,536.150 47,802.44 S) (60 MM MAXIMUM) 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.7500 47,300.00 13,740.800 37,787.20 S) (90 MM MAXIMUM) 48 REMOVE CONCRETE M3 40.0000 22,800.00 277.010 11,080.40 49 REMOVE CONCRETE (CURB AND GUTTER) M 15.0000 10,350.00 406.000 6,090.00 PROGRAM CAS145 PAGE 3 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 60.0000 24,600.00 379.000 22,740.00 (TYPE 60 MODIFIED) 51 REMOVE CONCRETE BARRIER (TYPE K) M 38.0000 35,340.00 907.700 34,492.60 52 REMOVE CONCRETE BARRIER (TYPE 50) M 80.0000 28,800.00 365.400 29,232.00 53 CLEAN BRIDGE DECK M2 30.0000 22,860.00 762.500 22,875.00 54 BRIDGE REMOVAL (PORTION) LS 175,500.0000 175,500.00 1.000 175,500.00 55 SALVAGE CRASH CUSHION MODULES EA 130.0000 5,590.00 12.000 1,560.00 45.000 5,850.00 56 CLEARING AND GRUBBING LS 14,400.0000 14,400.00 1.000 14,400.00 57 ROADWAY EXCAVATION M3 10.2500 837,425.00 72,483.908 742,960.06 58 SHOULDER BACKING STA 700.0000 266,000.00 9.070 6,349.00 370.410 259,287.00 59 SAND BACKFILL M3 12.0000 660.00 6.200 74.40 60 IMPORTED BORROW M3 25.0000 7,000.00 120.000 3,000.00 61 IMPORTED TOPSOIL TONN 21.0000 112,980.00 3,750.991 78,770.81 S) 62 STRAW (EROSION CONTROL) TONN 455.0000 5,005.00 2.289 1,041.50 14.381 6,543.36 S) 63 FIBER (EROSION CONTROL) KG 0.7000 1,820.00 572.250 400.58 3,458.850 2,421.20 S) 64 GYPSUM (EROSION CONTROL) KG 1.1000 7,150.00 1,430.600 1,573.66 9,021.600 9,923.76 S) 65 COMPOST (EROSION CONTROL) KG 0.9000 7,020.00 1,716.800 1,545.12 10,798.600 9,718.74 S) 66 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 16,900.00 26.900 3,497.00 136.040 17,685.20 S) 67 CLASS 2 AGGREGATE SUBBASE M3 18.0000 252,000.00 13,802.182 248,439.28 68 CLASS 2 AGGREGATE BASE M3 50.0000 565,000.00 11,257.534 562,876.70 69 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 18,400.00 10.900 4,360.00 70 CEMENT TREATED PERMEABLE BASE M3 114.0000 1,185,600.00 9,846.345 1,122,483.33 71 REPLACE ASPHALT CONCRETE SURFACING M3 290.0000 31,900.00 104.900 30,421.00 72 ASPHALT CONCRETE (BRIDGE) TONN 27.0000 16,308.00 0.000 0.00 73 ASPHALT CONCRETE TONN 51.0000 6,023,100.00 53.240 2,715.24 100,212.910 5,110,858.41 74 PLACE ASPHALT CONCRETE DIKE M 6.0000 16,980.00 1,136.000 6,816.00 5,475.000 32,850.00 75 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.2500 44,775.00 6,493.280 73,049.40 AREA) 76 RUMBLE STRIP (PCC) STA 105.0000 11,550.00 98.410 10,333.05 PROGRAM CAS145 PAGE 4 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 RUMBLE STRIP (GROUND IN) STA 115.0000 42,550.00 437.950 50,364.25 78 CONCRETE PAVEMENT M3 135.0000 3,145,500.00 21,767.783 2,938,650.71 79 CONCRETE PAVEMENT (ACCELERATED) M3 140.0000 621,600.00 4,393.815 615,134.10 80 REPLACE CONCRETE PAVEMENT M3 460.0000 27,140.00 117.180 53,902.80 (ASPHALT CONCRETE) 81 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 375.0000 101,250.00 12.650 4,743.75 252.650 94,743.75 82 INTERMEDIATE PAVEMENT ANCHOR EA 1,300.0000 18,200.00 14.000 18,200.00 83 SEAL PAVEMENT JOINT M 4.0000 82,800.00 32,633.540 130,534.16 84 CRACK EXISTING CONCRETE PAVEMENT M2 1.0000 12,800.00 12,356.000 12,356.00 85 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 240,000.00 200.000 240,000.00 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 320,600.00 458.000 320,600.00 F) (TYPE R) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 20,900.00 17.800 19,580.00 F) 88 MINOR CONCRETE (HEADWALL) M3 1,100.0000 20,900.00 9.000 9,900.00 F) 89 PAVING NOTCH EXTENSION M3 1,650.0000 18,150.00 6.310 10,411.50 90 FURNISH POLYESTER CONCRETE OVERLAY M3 2,600.0000 46,800.00 16.300 42,380.00 91 PLACE POLYESTER CONCRETE OVERLAY M2 50.0000 38,100.00 761.600 38,080.00 F) 92 JOINT SEAL (ASPHALTIC PLUG) M 475.0000 61,275.00 0.000 0.00 S) 93 JOINT SEAL (MR 40 MM) M 140.0000 3,500.00 128.500 17,990.00 152.300 21,322.00 S) 94 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 68,400.00 36,000.000 68,400.00 SF) 95 DECK SEAL M2 10.5000 21,871.50 0.000 0.00 SF) 96 SLURRY LEVELING COURSE L 12.0000 10,080.00 0.000 0.00 S) 97 ROADSIDE SIGN - ONE POST EA 280.0000 19,600.00 2.000 560.00 68.000 19,040.00 98 ROADSIDE SIGN - TWO POST EA 450.0000 4,050.00 8.000 3,600.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 210.0000 420.00 2.000 420.00 METHOD) 00 INSTALL ROADSIDE SIGN EA 1,400.0000 22,400.00 7.000 9,800.00 7.000 9,800.00 (LAMINATED WOOD BOX POST) 01 300 MM ALTERNATIVE PIPE CULVERT M 85.0000 26,350.00 212.000 18,020.00 02 450 MM ALTERNATIVE PIPE CULVERT M 90.0000 16,200.00 129.000 11,610.00 03 600 MM ALTERNATIVE PIPE CULVERT M 100.0000 74,000.00 739.600 73,960.00 PROGRAM CAS145 PAGE 5 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM ALTERNATIVE PIPE CULVERT M 115.0000 345.00 3.650 419.75 05 300 MM CORRUGATED STEEL PIPE M 95.0000 570.00 6.000 570.00 (2.01 MM THICK) 06 MODIFIED CLEANOUT (200 MM) EA 650.0000 650.00 0.000 0.00 07 80 MM PLASTIC PIPE (CROSSDRAIN) M 40.0000 83,200.00 1,499.930 59,997.20 (TYPE 1) 08 200 MM PERFORATED PLASTIC M 30.0000 12,900.00 439.000 13,170.00 PIPE UNDERDRAIN 09 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 477,400.00 12,855.170 282,813.74 (TYPE 1) 10 80 MM PLASTIC PIPE (EDGE DRAIN) M 23.0000 173,650.00 6,732.780 154,853.94 (TYPE 6) 11 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 300.00 0.000 0.00 12 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 25.0000 91,500.00 8.200 205.00 2,823.960 70,599.00 (TYPE 1) 13 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 16,800.00 60.800 1,824.00 578.980 17,369.40 (TYPE 6) 14 PERMEABLE MATERIAL (BLANKET) M3 55.0000 143,000.00 1,201.100 66,060.50 15 900 MM CORRUGATED STEEL PIPE INLET M 760.0000 16,720.00 24.700 18,772.00 (2.77 MM THICK) 16 GRATED LINE DRAIN M 385.0000 57,750.00 139.000 53,515.00 263.000 101,255.00 17 JACKED 600 MM WELDED STEEL PIPE M 780.0000 58,500.00 75.000 58,500.00 (6.35 MM THICK) 18 450 MM ALTERNATIVE FLARED END SECTION EA 90.0000 90.00 0.000 0.00 19 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 7,800.00 85.400 17,080.00 20 ROCK SLOPE PROTECTION FABRIC M2 1.5000 126.00 112.000 168.00 21 CONCRETE DIKE (TYPE A) M 19.0000 5,700.00 0.000 0.00 22 MINOR CONCRETE (CONCRETE APRON) M3 650.0000 11,050.00 5.400 3,510.00 23 MINOR CONCRETE (GUTTER DEPRESSION) M3 425.0000 7,225.00 17.000 7,225.00 24 FRAME AND GRATE (TYPE 600-12X) EA 125.0000 3,000.00 20.000 2,500.00 SF) 25 FRAME AND GRATE (900R SPECIAL) EA 175.0000 3,500.00 23.000 4,025.00 SF) 26 FRAME AND GRATE (900RX) EA 165.0000 1,155.00 8.000 1,320.00 SF) 27 FRAME AND GRATE (SPECIAL RECTANGULAR) EA 300.0000 1,500.00 2.000 600.00 SF) 28 DELINEATOR (CLASS 2) EA 34.0000 20,060.00 548.000 18,632.00 29 MARKER (CULVERT) EA 41.0000 5,330.00 65.000 2,665.00 30 OBJECT MARKER (TYPE L-1) EA 41.0000 1,435.00 35.000 1,435.00 PROGRAM CAS145 PAGE 6 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING M 50.0000 30,000.00 666.500 33,325.00 S) 32 METAL BEAM GUARD RAILING M 70.0000 16,100.00 476.250 33,337.50 S) (2.1 M WOOD POST) 33 CABLE RAILING M 90.0000 14,400.00 159.000 14,310.00 159.000 14,310.00 S) 34 CABLE RAILING (EXISTING POSTS) M 18.0000 2,340.00 125.000 2,250.00 125.000 2,250.00 S) 35 TERMINAL SECTION (TYPE B) EA 150.0000 2,250.00 16.000 2,400.00 S) 36 END SECTION EA 150.0000 300.00 7.000 1,050.00 S) 37 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 46,000.00 23.000 46,000.00 S) 38 TERMINAL SYSTEM (TYPE CAT) EA 5,700.0000 22,800.00 4.000 22,800.00 S) 39 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 11,200.00 14.000 11,200.00 S) 40 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 6,000.00 6.000 6,000.00 S) 41 RETURN SECTION EA 140.0000 840.00 6.000 840.00 S) 42 CRASH CUSHION (REACT 9CBB) EA 25,000.0000 75,000.00 3.000 75,000.00 3.000 75,000.00 S) 43 CONCRETE BARRIER (TYPE 60) M 160.0000 67,200.00 420.000 67,200.00 44 CONCRETE BARRIER (TYPE 60 MODIFIED) M 170.0000 69,700.00 368.000 62,560.00 45 CONCRETE BARRIER (TYPE 60E) M 900.0000 10,800.00 14.500 13,050.00 46 CONCRETE BARRIER (TYPE 736) M 210.0000 36,960.00 176.000 36,960.00 F) 47 VERTICAL FACE BARRIER M 235.0000 44,650.00 163.800 38,493.00 48 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 8,320.00 189.150 9,835.80 S) 49 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.5000 73,000.00 112,792.000 56,396.00 S) 50 PAVEMENT MARKER (RETROREFLECTIVE- EA 10.0000 60,000.00 58.000 580.00 4,917.000 49,170.00 S) RECESSED) 51 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 S) 52 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 99,300.0000 99,300.00 0.200 19,860.00 S) 53 CONCRETE BARRIER (TYPE 60) M 125.0000 93,750.00 795.000 99,375.00 PROGRAM CAS145 PAGE 7 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 04:21 PM ESTIMATE NO. 35 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 262,576.79 17,105,041.47 ADJUSTMENT OF COMPENSATION 147,742.90 545,513.02 EXTRA WORK 56,308.86 2,211,499.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 466,628.55 19,862,054.21 54 MOBILIZATION LS 1880,088.0000 1,880,088.00 1.000 1,880,088.00 ORIGINAL CONTRACT AMOUNT 21,171,596.95 TOTAL WORK COMPLETED 466,628.55 21,742,142.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -83,950.00 TOTAL 466,628.55 21,658,192.21 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 11/17/00 370 04/23/01 12/04/00 06/30/03 291 342 6 0 94% 77% PROGRESS IS SATISFACTORY PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/03