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 10/23/06 EST. NO.29 TIME 10:52 AM R.E. NAME: SHIVINDER SINGH 10-049944 --------------------------------------------------------------------------- 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 0019 465.85 E.W. @ F.A.(+) 091806 N 01-019 0020 241.31 091906 N 01-020 0021 242.25 092006 N 01-021 0022 160.88 092106 N 01-022 0023 280.64 092506 N 01-023 0024 1,317.13 092506 N 01-024 016 0071 1,169.92 E.W. @ F.A.(+) 092206 N 16-071 038 0067 706.20 E.W. @ F.A.(+) 091406 N FWS006 4,584.18 TOTAL THIS ESTIMATE 1,976,441.50 TOTAL PREVIOUS ESTIMATE 1,981,025.68 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 10/23/06 EST. NO.29 TIME 10:52 AM R.E. NAME: SHIVINDER SINGH 10-049944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 06 RECE'ED PAYROLLS 10,000.00 07 MISSING PAYROLLS -10,000.00 26 RECE'D PAYROLLS 10,000.00 27 MISSING PAYROLLS -10,000.00 28 REC'ED PAYROLLS 10,000.00 29 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 10:52 AM ESTIMATE NO. 29 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/23/06 LOCATION PROGRESS ESTIMATE 10-AMA-49-R7.0/R11.0 ----------------- VIKING/STIMPEL A JOINT VENTURE IN AMADOR COUNTY IN AND NEAR SUTTER P.O. BOX 492335 CREEK AND AMADOR CITY FROM JUNCTION REDDING CA-96049-2335 ROUTE 104 TO 0.3 KM SOUTH OF RANCHERIA CREEK BRIDGE FED. AID NO. ACST-P049(129)E ,P-P049(129)E CONSTRUCT EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,375.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 880,000.00 21.000 46,200.00 371.000 816,200.00 03 TEMPORARY ENVIRONMENTAL FENCE M 13.0000 6,630.00 730.000 9,490.00 04 HEALTH AND SAFETY PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 05 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 0.060 7,200.00 0.830 99,600.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.770 5,775.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.060 15,000.00 0.833 208,250.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.060 1,200.00 0.837 16,740.00 S) 10 ABANDON CULVERT EA 1,750.0000 5,250.00 1.000 1,750.00 11 REMOVE FENCE M 5.0000 28,150.00 5,200.000 26,000.00 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 624.00 8.690 139.04 13 REMOVE ROADSIDE SIGN EA 110.0000 550.00 0.000 0.00 14 REMOVE FLARED END SECTION EA 200.0000 600.00 2.000 400.00 15 REMOVE PIPE M 20.0000 15,200.00 289.000 5,780.00 16 REMOVE INLET EA 450.0000 1,350.00 2.000 900.00 3.000 1,350.00 17 SALVAGE ROCK WALL M3 16.0000 6,720.00 200.000 3,200.00 18 RECONSTRUCT METAL BEAM GUARD RAILING M 66.0000 9,900.00 0.000 0.00 19 RESET ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 22,560.00 0.000 0.00 S) 21 REMOVE CONCRETE M3 105.0000 6,720.00 34.370 3,608.85 22 CLEARING AND GRUBBING LS 207,000.0000 207,000.00 1.000 207,000.00 PROGRAM CAS145 PAGE 2 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 10:52 AM ESTIMATE NO. 29 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000.00 24 ROADWAY EXCAVATION M3 5.6000 5,320,000.00 951,200.000 5,326,720.00 25 ROADWAY EXCAVATION (TYPE R) M3 100.0000 297,000.00 0.000 0.00 (HAZARDOUS AND RESTRICTED MATERIAL) 26 STRUCTURE EXCAVATION (BRIDGE) M3 55.0000 121,000.00 2,200.000 121,000.00 F) 27 STRUCTURE EXCAVATION (CULVERT) M3 12.0000 3,120.00 255.000 3,060.00 F) 28 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 10,400.00 453.800 9,076.00 F) 29 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 91,700.00 153.000 10,710.00 853.000 59,710.00 F) 30 STRUCTURE BACKFILL (CULVERT) M3 80.0000 26,400.00 330.000 26,400.00 F) 31 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 45,000.00 913.900 68,542.50 F) 32 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 2,375.00 51.400 6,425.00 WALL) 33 DITCH EXCAVATION M3 16.0000 62,400.00 3,256.800 52,108.80 34 DUFF M2 0.7000 176,400.00 255,000.000 178,500.00 S) 35 EROSION CONTROL BLANKET (TYPE 1) M2 8.5000 79,815.00 9,434.600 80,194.10 S) 36 STRAW (EROSION CONTROL) TONN 650.0000 52,650.00 72.780 47,307.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 9,120.00 18,380.450 18,380.45 S) 38 COMPOST (EROSION CONTROL) KG 0.5000 15,200.00 66,701.000 33,350.50 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 4.000 4,800.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 67.0000 19,430.00 458.420 30,714.14 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,470.00 3,313.020 1,656.51 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 142.00 1,927.700 3,855.40 S) 43 WROUGHT IRON GATE (1.8 M) EA 5,000.0000 5,000.00 0.000 0.00 S) (BRIDGE NO 35-77) 44 FINISHING ROADWAY LS 30,000.0000 30,000.00 0.000 0.00 45 CLASS 4 AGGREGATE SUBBASE M3 26.0000 569,400.00 21,520.000 559,520.00 46 CLASS 2 AGGREGATE BASE M3 38.0000 1,094,400.00 25,804.000 980,552.00 47 ASPHALT TREATED PERMEABLE BASE M3 96.0000 488,640.00 1,780.000 170,880.00 4,340.000 416,640.00 48 ASPHALT CONCRETE TONN 58.0000 2,285,200.00 8,788.610 509,739.38 12,094.090 701,457.22 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 20,100.00 573.000 4,297.50 AREA) PROGRAM CAS145 PAGE 3 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 10:52 AM ESTIMATE NO. 29 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 47,100.00 550.000 5,500.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 1,200.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 23,200.00 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 560.00 0.000 0.00 54 SHOULDER RUMBLE STRIP STA 80.0000 8,800.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 55 FURNISH STEEL PILING (HP 250 X 85) M 25.0000 22,425.00 766.070 19,151.75 56 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 116,000.00 58.000 116,000.00 S) 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 0.346 60,550.00 1.000 175,000.00 S) 58 TIEDOWN ANCHOR EA 3,000.0000 90,000.00 18.000 54,000.00 S) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 432,000.00 720.000 432,000.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 712.0000 2,919,200.00 562.000 400,144.00 4,085.000 2,908,520.00 F) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 70.000 49,000.00 F) (TYPE N) 62 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 124,800.00 252.500 196,950.00 F) 63 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 127,500.00 87.480 131,220.00 F) 64 CLASS 1 CONCRETE (BOX CULVERT) M3 550.0000 130,350.00 312.000 171,600.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 72,000.00 54.940 65,928.00 F) 66 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 0.000 0.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 588,800.00 5,475.000 6,296.25 511,775.000 588,541.25 SF) 68 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 15,534.00 16,899.000 30,418.20 SF) 69 BAR REINFORCING STEEL (BOX CULVERT) KG 1.3000 47,970.00 46,669.000 60,669.70 SF) 70 BAR REINFORCING STEEL (EPOXY COATED) KG 1.5000 435,450.00 26,536.000 39,804.00 290,075.000 435,112.50 SF)(BRIDGE) 71 ROADSIDE SIGN - ONE POST EA 200.0000 8,400.00 6.000 1,200.00 72 ROADSIDE SIGN - TWO POST EA 400.0000 4,000.00 0.000 0.00 73 300 MM ALTERNATIVE PIPE CULVERT M 100.0000 1,500.00 15.000 1,500.00 74 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 4,715.00 40.000 4,600.00 75 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 110,400.00 633.600 101,376.00 76 750 MM ALTERNATIVE PIPE CULVERT M 180.0000 131,400.00 559.700 100,746.00 PROGRAM CAS145 PAGE 4 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 10:52 AM ESTIMATE NO. 29 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 55,200.00 336.400 77,372.00 78 1050 MM ALTERNATIVE PIPE CULVERT M 240.0000 98,400.00 421.660 101,198.40 79 600 MM REINFORCED CONCRETE PIPE M 200.0000 34,000.00 169.040 33,808.00 80 750 MM REINFORCED CONCRETE PIPE M 250.0000 50,000.00 196.870 49,217.50 81 900 MM REINFORCED CONCRETE PIPE M 320.0000 70,400.00 214.190 68,540.80 82 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 117.040 46,816.00 83 300 MM CORRUGATED STEEL PIPE M 100.0000 7,800.00 73.200 7,320.00 (2.01 MM THICK) 84 600 MM CORRUGATED STEEL PIPE M 145.0000 10,730.00 71.000 10,295.00 (2.01 MM THICK) 85 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 192,250.00 2,155.000 53,875.00 7,880.000 197,000.00 86 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 51,500.00 401.000 20,050.00 1,164.000 58,200.00 87 WROUGHT IRON GATE (1.8 M) EA 2,800.0000 8,400.00 3.000 8,400.00 (BRIDGE NO 35-78) 88 CLASS 2 PERMEABLE MATERIAL (BLANKET) M3 66.0000 50,820.00 0.000 0.00 89 150 MM ALTERNATIVE PIPE UNDERDRAIN M 75.0000 108,000.00 1,073.640 80,523.00 90 300 MM ALTERNATIVE PIPE DOWNDRAIN M 45.0000 17,100.00 309.370 13,921.65 91 450 MM ALTERNATIVE PIPE DOWNDRAIN M 75.0000 11,250.00 140.600 10,545.00 92 300 MM ALTERNATIVE FLARED END SECTION EA 140.0000 2,380.00 16.000 2,240.00 93 450 MM ALTERNATIVE FLARED END SECTION EA 175.0000 350.00 2.000 350.00 94 600 MM ALTERNATIVE FLARED END SECTION EA 230.0000 2,530.00 6.000 1,380.00 95 750 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 7.000 2,450.00 96 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 97 1050 MM ALTERNATIVE FLARED END SECTION EA 980.0000 980.00 0.000 0.00 98 900 MM ALTERNATIVE PIPE INLET M 850.0000 47,600.00 54.880 46,648.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 36,920.00 347.900 18,090.80 00 ROCK SLOPE PROTECTION M3 66.0000 3,894.00 58.300 3,847.80 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 64.0000 9,600.00 145.800 9,331.20 02 ROCK SLOPE PROTECTION FABRIC M2 2.0000 4,000.00 1,366.000 2,732.00 03 MINOR CONCRETE (CURB AND SIDEWALK) M3 560.0000 39,200.00 56.230 31,488.80 56.230 31,488.80 PROGRAM CAS145 PAGE 5 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 10:52 AM ESTIMATE NO. 29 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER) M3 1,050.0000 5,250.00 0.000 0.00 05 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,800.00 7,561.000 30,244.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 66,000.00 10,300.000 61,800.00 SF) 07 FENCE (TYPE WM, METAL POST) M 22.0000 275,000.00 371.000 8,162.00 12,090.000 265,980.00 S) 08 1.5 M WIRE MESH GATE EA 700.0000 5,600.00 0.000 0.00 S) 09 4.3 M WIRE MESH GATE EA 1,200.0000 1,200.00 0.000 0.00 S) 10 6.4 M WIRE MESH GATE EA 1,600.0000 3,200.00 0.000 0.00 S) 11 DELINEATOR (CLASS 1) EA 30.0000 3,900.00 0.000 0.00 12 GUARD RAILING DELINEATOR EA 20.0000 760.00 0.000 0.00 13 OBJECT MARKER (TYPE L) EA 36.0000 1,728.00 0.000 0.00 14 METAL BEAM GUARD RAILING M 62.0000 79,980.00 0.000 0.00 S) 15 END SECTION EA 75.0000 600.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 41,800.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 736) M 190.0000 152,760.00 382.000 72,580.00 F) 18 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.0000 100,000.00 0.000 0.00 S) 19 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,060.00 55.860 2,401.98 S) 20 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,300.00 2,097.000 2,097.00 S) (SPRAYABLE) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 56.00 0.000 0.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 9,170.00 194.000 679.00 S) 23 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.150 24,000.00 0.300 48,000.00 S) 24 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 S) 25 MODIFY SIGNAL LS 23,000.0000 23,000.00 0.300 6,900.00 0.300 6,900.00 S) PROGRAM CAS145 PAGE 6 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 10:52 AM ESTIMATE NO. 29 BID OPENING 11/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,413,099.43 17,246,481.34 ADJUSTMENT OF COMPENSATION 0.00 437,250.26 EXTRA WORK 4,584.18 1,543,775.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,417,683.61 19,227,507.02 26 MOBILIZATION LS 1950,000.0000 1,950,000.00 1.000 1,950,000.00 ORIGINAL CONTRACT AMOUNT 22,259,188.00 TOTAL WORK COMPLETED 1,417,683.61 21,177,507.02 MATERIALS ON HAND ON SITE 102,440.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 1,427,683.61 21,279,947.02 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 03/26/04 400 04/12/04 05/01/06 02/09/07 371 28 46 234 86% 31% PROGRESS IS SATISFACTORY SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/06