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 06/20/06 EST. NO.08 TIME 06:37 PM R.E. NAME: GREENE, DAVID 02-373904 --------------------------------------------------------------------------- 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 06/20/06 EST. NO.08 TIME 06:37 PM R.E. NAME: GREENE, DAVID 02-373904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-373904 TIME 06:37 PM ESTIMATE NO. 08 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/06 R.E. NAME: GREENE, DAVID DATE OF THIS ESTIMATE 06/20/06 LOCATION PROGRESS ESTIMATE 02-LAS-395-24.8/32.4 ----------------- BALDWIN CONTRACTING COMPANY IN LASSEN COUNTY NEAR DOYLE FROM INC 0.2 KM NORTH OF WILLOW RANCH CREEK 1764 SKYWAY BRIDGE TO 1.4 KM NORTH OF GARNIER CHICO CA 95928 ROAD (KP 39.9/49.4) FED. AID NO. ACST-P395(208)E ,PH-P395(208)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 225,000.00 16.000 24,000.00 40.000 60,000.00 03 TEMPORARY FENCE (TYPE ESA) M 5.0000 7,350.00 391.000 1,955.00 1,674.000 8,370.00 04 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.750 2,625.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 22,500.0000 22,500.00 0.500 11,250.00 06 TEMPORARY FIBER ROLL M 6.0000 34,800.00 206.900 1,241.40 206.900 1,241.40 07 TEMPORARY SILT FENCE M 11.0000 2,750.00 215.000 2,365.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 6,400.00 0.125 200.00 0.188 300.80 09 TEMPORARY CHECK DAM M 6.0000 2,160.00 200.000 1,200.00 10 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.800 10,400.00 S) 11 TRAFFIC CONTROL SYSTEM LS 365,000.0000 365,000.00 0.340 124,100.00 S) 12 TRAFFIC CONTROL SURVEILLANCE LS 45,000.0000 45,000.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2200 46,238.00 2,714.000 3,311.08 6,712.000 8,188.64 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 8,800.00 117.000 2,340.00 246.000 4,920.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.2500 4,875.00 250.000 812.50 530.000 1,722.50 S) 16 TEMPORARY METAL BEAM GUARD RAILING M 82.0000 14,760.00 0.000 0.00 S) 17 TEMPORARY TERMINAL SYSTEM (TYPE SRT) EA 1,775.0000 14,200.00 0.000 0.00 S) 18 TEMPORARY DELINEATOR (CLASS 1) EA 29.0000 1,044.00 25.000 725.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 90,000.00 0.170 2,550.00 S) 20 PORTABLE RADAR TRAILER EA 9,000.0000 9,000.00 0.110 990.00 0.270 2,430.00 S) 21 TEMPORARY RAILING (TYPE K) M 100.0000 225,000.00 476.000 47,600.00 1,263.000 126,300.00 22 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,800.00 14.000 4,200.00 28.000 8,400.00 PROGRAM CAS145 PAGE 2 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-373904 TIME 06:37 PM ESTIMATE NO. 08 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/06 R.E. NAME: GREENE, DAVID DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 2,500.0000 2,500.00 1.000 2,500.00 24 REMOVE METAL BEAM GUARD RAILING M 19.0000 7,030.00 76.400 1,451.60 183.530 3,487.07 25 REMOVE FLARED END SECTION EA 300.0000 4,500.00 16.000 4,800.00 26 REMOVE YELLOW TRAFFIC STRIPE M 2.0000 4,160.00 364.000 728.00 596.500 1,193.00 27 REMOVE WHITE TRAFFIC STRIPE M 1.0000 18,500.00 1,412.000 1,412.00 2,991.240 2,991.24 28 REMOVE ROADSIDE SIGN EA 100.0000 6,100.00 0.000 0.00 29 REMOVE CULVERT M 100.0000 9,100.00 67.300 6,730.00 30 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000.00 31 REMOVE HEADWALL EA 1,500.0000 13,500.00 9.000 13,500.00 32 RELOCATE MAILBOX EA 300.0000 600.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 18.5000 23,865.00 0.000 0.00 S) 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.5000 30,090.00 0.000 0.00 S) (150 MM) 35 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 0.050 3,250.00 0.950 61,750.00 36 DEVELOP WATER SUPPLY LS 4,000.0000 4,000.00 1.000 4,000.00 37 ROADWAY EXCAVATION M3 23.0000 970,600.00 11,589.520 266,558.96 37,980.000 873,540.00 38 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 39 STRUCTURE EXCAVATION M3 120.0000 46,800.00 57.000 6,840.00 189.600 22,752.00 (ROCK SLOPE PROTECTION) 40 STRUCTURE EXCAVATION M3 245.0000 1,960.00 4.000 980.00 4.000 980.00 (SACKED CONCRETE SLOPE PROTECTION) 41 DITCH EXCAVATION M3 30.0000 4,500.00 48.400 1,452.00 48.400 1,452.00 42 STRAW (EROSION CONTROL) TONN 500.0000 32,000.00 7.810 3,905.00 S) 43 FIBER (EROSION CONTROL) KG 1.2000 5,316.00 790.000 948.00 S) 44 COMPOST (EROSION CONTROL) M3 400.0000 16,400.00 9.390 3,756.00 S) 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 1.000 1,000.00 S) 46 PURE LIVE SEED (EROSION CONTROL) KG 65.0000 53,300.00 188.260 12,236.90 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.5000 4,750.00 456.000 1,140.00 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 6,840.00 411.000 1,644.00 S) 49 FINISHING ROADWAY LS 52,000.0000 52,000.00 0.150 7,800.00 PROGRAM CAS145 PAGE 3 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-373904 TIME 06:37 PM ESTIMATE NO. 08 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/06 R.E. NAME: GREENE, DAVID DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 60.0000 780,000.00 4,309.180 258,550.80 9,315.000 558,900.00 51 CLASS 3 AGGREGATE BASE M3 67.0000 96,480.00 0.000 0.00 52 ASPHALT CONCRETE (TYPE A) TONN 91.0000 3,885,700.00 1,891.550 172,131.05 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 85.0000 11,900.00 71.100 6,043.50 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 11.8500 4,503.00 0.000 0.00 55 SHOULDER RUMBLE STRIP STA 32.0000 6,080.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 56 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 358,800.00 42.350 25,410.00 59.800 35,880.00 F) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 2,750.0000 14,300.00 5.200 14,300.00 F) 58 MINOR CONCRETE (BACKFILL) M3 185.0000 2,775.00 15.010 2,776.85 59 ROADSIDE SIGN - ONE POST EA 325.0000 9,425.00 0.000 0.00 60 ROADSIDE SIGN - TWO POST EA 600.0000 19,200.00 0.000 0.00 61 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 28,215.00 129.000 36,765.00 62 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 21,600.00 44.500 26,700.00 63 900 MM ALTERNATIVE PIPE CULVERT M 900.0000 59,400.00 65.460 58,914.00 64 450 MM CORRUGATED STEEL PIPE M 340.0000 8,840.00 26.000 8,840.00 (2.77 MM THICK) 65 600 MM CORRUGATED STEEL PIPE M 540.0000 8,100.00 15.000 8,100.00 (2.77 MM THICK) 66 FLUME DOWNDRAIN M 150.0000 10,200.00 0.000 0.00 67 TAPERED INLET EA 200.0000 2,000.00 0.000 0.00 68 FLUME ANCHOR ASSEMBLY EA 250.0000 4,500.00 0.000 0.00 69 450 MM STEEL FLARED END SECTION EA 260.0000 2,340.00 9.000 2,340.00 70 600 MM STEEL FLARED END SECTION EA 350.0000 2,450.00 7.000 2,450.00 71 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 2,400.00 10.000 2,000.00 72 600 MM ALTERNATIVE FLARED END SECTION EA 325.0000 1,300.00 4.000 1,300.00 73 ROCK SLOPE PROTECTION (75 MM, METHOD B) M3 190.0000 8,930.00 13.600 2,584.00 74 ROCK SLOPE PROTECTION M3 335.0000 33,500.00 149.570 50,105.95 (FACING, METHOD B) 75 ROCK SLOPE PROTECTION M3 600.0000 3,600.00 0.000 0.00 (BACKING NO. 2, METHOD B) 76 CONCRETE (CONCRETED-ROCK SLOPE M3 420.0000 14,700.00 0.000 0.00 PROTECTION) PROGRAM CAS145 PAGE 4 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-373904 TIME 06:37 PM ESTIMATE NO. 08 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/06 R.E. NAME: GREENE, DAVID DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETED-ROCK SLOPE PROTECTION M3 345.0000 51,750.00 0.000 0.00 (1/2T, METHOD A) 78 CONCRETED-ROCK SLOPE PROTECTION M3 310.0000 89,900.00 0.000 0.00 (1/4T, METHOD A) 79 SACKED CONCRETE SLOPE PROTECTION M3 890.0000 7,120.00 0.000 0.00 80 ROCK SLOPE PROTECTION FABRIC M2 7.0000 7,350.00 16.200 113.40 589.870 4,129.09 81 DELINEATOR (CLASS 2) EA 47.0000 6,110.00 35.000 1,645.00 82 MILEPOST MARKER EA 50.0000 300.00 2.000 100.00 83 MARKER (CULVERT) EA 51.0000 1,224.00 10.000 510.00 84 OBJECT MARKER (TYPE N) EA 49.0000 147.00 0.000 0.00 85 OBJECT MARKER (TYPE L-1) EA 50.0000 1,150.00 3.000 150.00 86 METAL BEAM GUARD RAILING (WOOD POST) M 62.5000 20,625.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 2,500.0000 20,000.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 18,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 93,000.00 0.000 0.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 4,840.00 0.000 0.00 S) 91 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 34,650.00 0.000 0.00 S) (SPRAYABLE) 92 PAVEMENT MARKER EA 14.0000 35,000.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 93 TRAFFIC MONITORING STATION (COUNT) LS 7,650.0000 7,650.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-373904 TIME 06:37 PM ESTIMATE NO. 08 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/06 R.E. NAME: GREENE, DAVID DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 653,396.74 2,410,107.99 ADJUSTMENT OF COMPENSATION 0.00 4,890.03 EXTRA WORK 0.00 28,609.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 653,396.74 2,443,607.19 94 MOBILIZATION LS 300,000.0000 300,000.00 0.950 285,000.00 ORIGINAL CONTRACT AMOUNT 8,653,642.00 TOTAL WORK COMPLETED 653,396.74 2,728,607.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 653,396.74 2,728,607.19 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 08/09/05 150 08/24/05 08/24/05 11/22/06 43 158 0 0 31% 29% PROGRESS IS SATISFACTORY GREENE, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/06