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 09/23/03 EST. NO.31 TIME 02:53 PM R.E. NAME: DARNELL, MARK 02-260124 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0008 11,797.50 E.W. @ F.A.(+) 111102 Y 0108 0 0009 24,753.75 091503 Y 0109 0 36,551.25 TOTAL THIS ESTIMATE 236,387.14 TOTAL PREVIOUS ESTIMATE 272,938.39 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 09/23/03 EST. NO.31 TIME 02:53 PM R.E. NAME: DARNELL, MARK 02-260124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:53 PM ESTIMATE NO. 31 BID OPENING 01/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: DARNELL, MARK DATE OF THIS ESTIMATE 09/23/03 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-R6.4/R7.6 ----------------------- SHASTA CONSTRUCTORS INC IN SHASTA COUNTY NEAR ANDERSON FROM P O BOX 491539 0.1 KM SOUTH OF RIVERSIDE AVENUE REDDING CA 960491539 OVERCROSSING TO 0.8 KM NORTH OF SACRAMENTO RIVER BRIDGE FED. AID NO. ACNH-005 -8(315)668,I-005 -8(315)668,ACNH-005 -8(N ) REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.600 12,000.00 02 TIME-RELATED OVERHEAD WDAY 100.0000 85,000.00 20.000 2,000.00 585.000 58,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 3,250.00 78.500 1,962.50 S) 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.405 20,250.00 06 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.006 72.00 0.806 9,672.00 S) 07 CONSTRUCTION AREA SIGNS (BOAT SIGNS) LS 10,000.0000 10,000.00 0.006 60.00 0.806 8,060.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.022 8,800.00 0.687 274,800.00 S) 09 TYPE III BARRICADE EA 100.0000 600.00 0.000 0.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 8,000.00 305.000 12,200.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.022 550.00 0.687 17,175.00 S) 12 PORTABLE RADAR TRAILER EA 8,500.0000 17,000.00 0.040 340.00 1.370 11,645.00 S) 13 TEMPORARY FLASHING BEACON LS 29,000.0000 29,000.00 0.006 174.00 0.806 23,374.00 S) 14 TEMPORARY RAILING (TYPE K) M 29.0000 186,470.00 6,612.800 191,771.20 S) 15 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 140.000 28,000.00 S) 16 REMOVE AND RELOCATE ROCK RIP RAP TONN 20.0000 26,320.00 177.580 3,551.60 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,200.00 0.000 0.00 18 ABANDON CULVERT EA 1,500.0000 1,500.00 1.000 1,500.00 19 REMOVE FENCE (TYPE BW) M 15.0000 1,320.00 86.500 1,297.50 20 REMOVE CHAIN LINK FENCE M 25.0000 1,650.00 38.500 962.50 21 REMOVE CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 2,760.00 0.000 0.00 WITH EXTENSION ARM AND BARBED WIRE 22 REMOVE METAL BEAM GUARD RAILING M 16.0000 3,040.00 148.000 2,368.00 PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:53 PM ESTIMATE NO. 31 BID OPENING 01/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: DARNELL, MARK DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 200.0000 400.00 1.000 200.00 24 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 37,920.00 7,772.900 12,436.64 S) 25 REMOVE ROADSIDE SIGN EA 50.0000 800.00 7.000 350.00 26 REMOVE ASPHALT CONCRETE DIKE M 5.0000 470.00 0.000 0.00 27 REMOVE PIPE M 35.0000 875.00 9.000 315.00 28 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 29,850.00 1,784.000 5,352.00 S) 30 BRIDGE REMOVAL LS 1500,000.0000 1,500,000.00 0.990 1,485,000.00 31 CLEARING AND GRUBBING LS 3,600.0000 3,600.00 0.300 1,080.00 32 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.022 198.00 0.687 6,183.00 33 ROADWAY EXCAVATION M3 20.0000 142,800.00 2,252.169 45,043.38 34 SHOULDER BACKING STA 800.0000 11,200.00 2.990 2,392.00 35 STRUCTURE EXCAVATION (TYPE A) M3 207.0000 1,003,950.00 351.924 72,848.27 4,850.000 1,003,950.00 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 165,000.00 1,650.000 165,000.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 168,000.00 386.400 23,184.00 2,276.960 136,617.60 F) 38 SPAWNING GRAVEL M3 400.0000 23,200.00 0.000 0.00 39 SAND BACKFILL M3 100.0000 2,700.00 13.600 1,360.00 40 IMPORTED MATERIAL (SHOULDER BACKING) M3 20.0000 28,800.00 44.850 897.00 41 HIGHWAY PLANTING LS 7,800.0000 7,800.00 0.000 0.00 S) 42 STRAW (EROSION CONTROL) TONN 406.0000 2,030.00 0.000 0.00 S) 43 FIBER (EROSION CONTROL) KG 1.0000 860.00 0.000 0.00 S) 44 COMPOST (EROSION CONTROL) KG 0.5000 2,735.00 0.000 0.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 145.0000 4,205.00 0.000 0.00 S) 46 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.8200 1,763.00 0.000 0.00 S) 47 STABILIZING EMULSION (EROSION CONTROL) KG 3.2000 672.00 0.000 0.00 S) 48 WILLOW BUNDLES EA 23.2000 2,552.00 0.000 0.00 S) 49 NPS 3 SUPPLY LINE (BRIDGE) M 240.0000 51,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:53 PM ESTIMATE NO. 31 BID OPENING 01/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: DARNELL, MARK DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 30.0000 195,600.00 4,044.060 121,321.80 51 ASPHALT CONCRETE (TYPE A) TONN 72.0000 1,065,600.00 8,090.140 582,490.08 52 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 102,900.00 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 588.00 0.000 0.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 8,760.00 0.000 0.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 186.00 0.000 0.00 56 RUMBLE STRIP (GROUND IN) STA 130.0000 4,810.00 0.000 0.00 57 FURNISH STEEL PILING (HP 360 X 174) M 76.0000 643,416.00 581.000 44,156.00 8,335.577 633,503.85 58 DRIVE STEEL PILE (HP 360 X 174) EA 2,300.0000 1,131,600.00 40.000 92,000.00 492.000 1,131,600.00 S) 59 SEAL COURSE CONCRETE M3 200.0000 260,000.00 121.639 24,327.80 1,049.523 209,904.60 60 PRESTRESSING (TRANSVERSE) LS 80,000.0000 80,000.00 0.572 45,760.00 S) 61 PRESTRESSING GIRDER (LONGITUDINAL) LS 310,000.0000 310,000.00 0.692 214,520.00 S) 62 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 465.0000 455,700.00 898.351 417,733.22 F) 63 STRUCTURAL CONCRETE, BRIDGE M3 465.0000 1,776,300.00 2,578.854 1,199,167.11 F) 64 STRUCTURAL CONCRETE, GIRDER CLOSURE M3 2,600.0000 208,000.00 55.400 144,040.00 F) POUR 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 127,875.00 150.946 70,189.89 F) (TYPE N) 66 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 1,357,200.00 145.000 1,261,500.00 S) BULB-TEE GIRDER SEGMENT (15M-20M) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 936,000.00 108.000 648,000.00 S) BULB-TEE GIRDER SEGMENT 68 JOINT SEAL ASSEMBLY (MR 70 MM) M 470.0000 41,360.00 60.592 28,478.24 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,068,200.00 17,024.814 23,834.74 744,699.334 1,042,579.07 SF) 70 BAR REINFORCING STEEL KG 1.4000 12,600.00 2,122.000 2,970.80 SF)(GIRDER CLOSURE POUR) 71 ROADSIDE SIGN - ONE POST EA 150.0000 750.00 0.000 0.00 72 ROADSIDE SIGN - TWO POST EA 250.0000 500.00 0.000 0.00 73 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 74 600 MM REINFORCED CONCRETE PIPE M 268.0000 8,308.00 3.000 804.00 75 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,200.0000 28,800.00 0.000 0.00 (CLASS II) 76 80 MM PLASTIC PIPE (EDGE DRAIN) M 63.0000 42,840.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:53 PM ESTIMATE NO. 31 BID OPENING 01/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: DARNELL, MARK DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 68.0000 12,920.00 0.000 0.00 78 FLUME DOWNDRAIN M 80.0000 5,600.00 0.000 0.00 79 TAPERED INLET EA 300.0000 2,700.00 0.000 0.00 80 FLUME ANCHOR ASSEMBLY EA 150.0000 3,750.00 0.000 0.00 81 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 24,000.00 20.720 8,288.00 82 600 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 83 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 90.0000 9,000.00 0.000 0.00 84 ROCK SLOPE PROTECTION M3 90.0000 19,800.00 0.000 0.00 (BACKING NO. 1, METHOD B) 85 ROCK SLOPE PROTECTION M3 90.0000 8,460.00 0.000 0.00 (BACKING NO. 3, METHOD B) 86 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 36,600.00 0.000 0.00 87 ROCK SLOPE PROTECTION FABRIC M2 2.0000 220.00 0.000 0.00 88 MISCELLANEOUS METAL (BRIDGE) KG 28.0000 3,920.00 70.000 1,960.00 SF) 89 FENCE (TYPE BW, 4-STRAND, METAL POST) M 38.0000 2,546.00 0.000 0.00 S) 90 CHAIN LINK FENCE (TYPE CL-1.8) M 80.0000 3,600.00 0.000 0.00 S) 91 CHAIN LINK FENCE (TYPE CL-1.8) WITH M 90.0000 8,280.00 0.000 0.00 S) EXTENSION ARM AND BARBED WIRE 92 SURVEY MONUMENT EA 475.0000 3,325.00 0.000 0.00 93 DELINEATOR (CLASS 1) EA 40.0000 1,120.00 0.000 0.00 94 MARKER (CULVERT) EA 40.0000 240.00 0.000 0.00 95 KILOMETER POST MARKER EA 40.0000 240.00 0.000 0.00 96 OBJECT MARKER (TYPE L-1) EA 40.0000 160.00 0.000 0.00 97 METAL BEAM GUARD RAILING (WOOD POST) M 84.0000 5,628.00 62.900 5,283.60 S) 98 CONCRETE BARRIER M 170.0000 68,680.00 202.500 34,425.00 F) (TYPE 732 MODIFIED) 99 SINGLE THRIE BEAM BARRIER (WOOD POST) M 116.0000 7,076.00 0.000 0.00 S) 00 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 83.0000 68,890.00 0.000 0.00 S) 01 DOUBLE THRIE BEAM BARRIER (BRIDGE) M 177.0000 37,524.00 0.000 0.00 SF) 02 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 5,000.00 1.000 2,500.00 S) 03 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 400.0000 1,200.00 2.000 800.00 S) PROGRAM CAS145 PAGE 5 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:53 PM ESTIMATE NO. 31 BID OPENING 01/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: DARNELL, MARK DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CRASH CUSHION (TYPE CAT) EA 5,800.0000 11,600.00 0.000 0.00 S) 05 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 1,000.00 0.000 0.00 S) 06 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 1.2000 11,616.00 0.000 0.00 S) 07 PAINT TRAFFIC STRIPE (2-COAT) M 1.1500 23,230.00 21,547.400 24,779.51 S) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 7,695.00 1,264.000 5,688.00 S) 09 LIGHTING LS 58,000.0000 58,000.00 0.238 13,804.00 S) 10 LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 0.000 0.00 S) 11 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.981 31,392.00 S) PROGRAM CAS145 PAGE 6 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:53 PM ESTIMATE NO. 31 BID OPENING 01/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: DARNELL, MARK DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 292,544.81 11,431,623.69 ADJUSTMENT OF COMPENSATION 0.00 3,970.37 EXTRA WORK 36,551.25 268,968.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 329,096.06 11,704,562.08 12 MOBILIZATION LS 1600,000.0000 1,600,000.00 1.000 1,600,000.00 ORIGINAL CONTRACT AMOUNT 16,104,655.00 TOTAL WORK COMPLETED 329,096.06 13,304,562.08 MATERIALS ON HAND ON SITE 6,464.77 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 329,096.06 13,311,026.85 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 02/21/01 850 03/19/01 02/26/01 10/20/04 585 55 4 0 81% 69% PROGRESS IS SATISFACTORY DARNELL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/03