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 05/25/07 EST. NO.36 TIME 01:22 PM 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 0085 435.62 E.W. @ F.A.(+) 102606 N 01-085 0091 266.12 041307 N 01-091 0092 420.23 031207 N 01-092 0093 165.79 010207 N 01-093 002 0116 157.19 E.W. @ F.A.(+) 021607 N 02-116 0123 1,647.80 032207 N 02-123 0124 1,024.91 032107 N 02-124 0125 101.31 031407 N 02-125 0126 255.55 031307 N 02-126 016 0096 547.44 E.W. @ F.A.(+) 031607 N 16-096 0097 493.02 031207 N 16-097 038 0079 651.39 E.W. @ F.A.(+) 032807 N 38-079 046 0007 566.50 E.W. @ F.A.(+) 041307 N 46-007 048 0001 275,580.72 A.C. @ U.P.(+) 011207 N 48-001 049 0029 828.41 E.W. @ F.A.(+) 032107 N 49-029 0030 1,463.34 032007 N 49-030 0031 363.44 031907 N 49-031 0032 2,436.84 031507 N 49-032 0033 3,835.57 031407 N 49-033 0034 2,186.57 031307 N 49-034 050 0001 50,260.00 E.W. @ L.S.(+) 041007 N 0001 0 051 0001 11,979.72 E.W. @ L.S.(+) 041207 N 51-001 355,667.48 TOTAL THIS ESTIMATE 2,416,962.58 TOTAL PREVIOUS ESTIMATE 2,772,630.06 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 05/25/07 EST. NO.36 TIME 01:22 PM R.E. NAME: SHIVINDER SINGH 10-049944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ADM. DED -1,751.20 36 -1,751.20 -1,751.20 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 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MIS-CEM-2402/PR-47 -10,000.00 36 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -11,751.20 -11,751.20 PROGRAM CAS145 PAGE 1 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:22 PM ESTIMATE NO. 36 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 05/15/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/25/07 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 4,500.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 880,000.00 446.000 981,200.00 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 1.000 7,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 1.000 120,000.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 S) 10 ABANDON CULVERT EA 1,750.0000 5,250.00 3.000 5,250.00 11 REMOVE FENCE M 5.0000 28,150.00 5,630.000 28,150.00 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 624.00 8.690 139.04 13 REMOVE ROADSIDE SIGN EA 110.0000 550.00 5.000 550.00 14 REMOVE FLARED END SECTION EA 200.0000 600.00 3.000 600.00 15 REMOVE PIPE M 20.0000 15,200.00 761.000 15,220.00 16 REMOVE INLET EA 450.0000 1,350.00 3.000 1,350.00 17 SALVAGE ROCK WALL M3 16.0000 6,720.00 420.000 6,720.00 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 4.000 800.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 22,560.00 2,696.000 43,136.00 S) 21 REMOVE CONCRETE M3 105.0000 6,720.00 34.800 3,654.00 98.800 10,374.00 22 CLEARING AND GRUBBING LS 207,000.0000 207,000.00 1.000 207,000.00 PROGRAM CAS145 PAGE 2 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:22 PM ESTIMATE NO. 36 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 05/15/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 60.00 260.000 3,120.00 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 1,310.000 91,700.00 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 45,000.00 918.600 68,895.00 F) 32 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 2,375.00 70.400 8,800.00 WALL) 33 DITCH EXCAVATION M3 16.0000 62,400.00 3,900.000 62,400.00 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 52,650.00 112.980 73,437.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 9,120.00 28,625.450 28,625.45 S) 38 COMPOST (EROSION CONTROL) KG 0.5000 15,200.00 99,685.000 49,842.50 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 5.000 6,000.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 67.0000 19,430.00 784.920 52,589.64 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,470.00 5,529.520 2,764.76 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 142.00 3,419.200 6,838.40 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 1.000 30,000.00 45 CLASS 4 AGGREGATE SUBBASE M3 26.0000 569,400.00 21,920.000 569,920.00 46 CLASS 2 AGGREGATE BASE M3 38.0000 1,094,400.00 29,490.000 1,120,620.00 47 ASPHALT TREATED PERMEABLE BASE M3 96.0000 488,640.00 4,340.000 416,640.00 48 ASPHALT CONCRETE TONN 58.0000 2,285,200.00 106.000 6,148.00 40,093.380 2,325,416.04 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 20,100.00 4,194.000 31,455.00 AREA) PROGRAM CAS145 PAGE 3 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:22 PM ESTIMATE NO. 36 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 05/15/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,702.000 47,020.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 1,200.00 20.000 200.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 23,200.00 2,320.000 23,200.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 560.00 657.000 6,570.00 54 SHOULDER RUMBLE STRIP STA 80.0000 8,800.00 103.300 8,264.00 (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 1.000 175,000.00 S) 58 TIEDOWN ANCHOR EA 3,000.0000 90,000.00 30.000 90,000.00 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 4,100.000 2,919,200.00 F) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 135.000 94,500.00 F) (TYPE N) 62 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 124,800.00 259.500 202,410.00 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 0.880 1,056.00 60.880 73,056.00 F) 66 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 48.000 81,600.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 588,800.00 516,153.000 593,575.95 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 435,450.00 290,825.000 436,237.50 SF)(BRIDGE) 71 ROADSIDE SIGN - ONE POST EA 200.0000 8,400.00 2.000 400.00 46.000 9,200.00 72 ROADSIDE SIGN - TWO POST EA 400.0000 4,000.00 8.000 3,200.00 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 110,400.00 727.600 116,416.00 76 750 MM ALTERNATIVE PIPE CULVERT M 180.0000 131,400.00 730.000 131,400.00 PROGRAM CAS145 PAGE 4 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:22 PM ESTIMATE NO. 36 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 05/15/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,690.000 192,250.00 86 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 51,500.00 1,035.100 51,755.00 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 1,440.000 108,000.00 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 11,250.00 150.000 11,250.00 92 300 MM ALTERNATIVE FLARED END SECTION EA 140.0000 2,380.00 17.000 2,380.00 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 11.000 2,530.00 95 750 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 10.000 3,500.00 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 1.000 980.00 98 900 MM ALTERNATIVE PIPE INLET M 850.0000 47,600.00 56.000 47,600.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 36,920.00 710.000 36,920.00 00 ROCK SLOPE PROTECTION M3 66.0000 3,894.00 59.000 3,894.00 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 64.0000 9,600.00 150.000 9,600.00 02 ROCK SLOPE PROTECTION FABRIC M2 2.0000 4,000.00 2,000.000 4,000.00 03 MINOR CONCRETE (CURB AND SIDEWALK) M3 560.0000 39,200.00 75.610 42,341.60 PROGRAM CAS145 PAGE 5 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:22 PM ESTIMATE NO. 36 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 05/15/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 5,250.00 05 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,800.00 1,125.000 4,500.00 9,305.000 37,220.00 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 12,500.000 275,000.00 S) 08 1.5 M WIRE MESH GATE EA 700.0000 5,600.00 8.000 5,600.00 S) 09 4.3 M WIRE MESH GATE EA 1,200.0000 1,200.00 1.000 1,200.00 S) 10 6.4 M WIRE MESH GATE EA 1,600.0000 3,200.00 3.000 4,800.00 S) 11 DELINEATOR (CLASS 1) EA 30.0000 3,900.00 130.000 3,900.00 12 GUARD RAILING DELINEATOR EA 20.0000 760.00 38.000 760.00 13 OBJECT MARKER (TYPE L) EA 36.0000 1,728.00 78.000 2,808.00 14 METAL BEAM GUARD RAILING M 62.0000 79,980.00 2,652.400 164,448.80 S) 15 END SECTION EA 75.0000 600.00 8.000 600.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 41,800.00 20.000 44,000.00 S) 17 CONCRETE BARRIER (TYPE 736) M 190.0000 152,760.00 804.000 152,760.00 F) 18 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.0000 100,000.00 26,920.500 107,682.00 S) 19 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,060.00 540.020 23,220.86 S) 20 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,300.00 13,487.000 13,487.00 S) (SPRAYABLE) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 56.00 28.000 56.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 9,170.00 2,827.000 9,894.50 S) 23 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 1.000 160,000.00 S) 24 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 S) 25 MODIFY SIGNAL LS 23,000.0000 23,000.00 1.000 23,000.00 S) PROGRAM CAS145 PAGE 6 DATE 05/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-049944 TIME 01:22 PM ESTIMATE NO. 36 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 05/15/07 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 05/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,818.00 20,516,869.14 ADJUSTMENT OF COMPENSATION 275,580.72 717,983.38 EXTRA WORK 80,086.76 2,054,646.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 371,485.48 23,289,499.20 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 371,485.48 25,239,499.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,751.20 -11,751.20 TOTAL 359,734.28 25,227,748.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/26/04 400 04/12/04 05/15/07 05/15/07 444 73 46 256 100% 100% SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/07