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 10/23/01 EST. NO.08 TIME 02:46 PM R.E. NAME: DARNALL, 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 --------------------------------------------------------------------------- *** 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 10/23/01 EST. NO.08 TIME 02:46 PM R.E. NAME: DARNALL, MARK 02-260124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:46 PM ESTIMATE NO. 08 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 10/19/01 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/23/01 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.500 10,000.00 002 TIME-RELATED OVERHEAD WDAY 100.0000 85,000.00 20.000 2,000.00 165.000 16,500.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 3,250.00 78.500 1,962.50 (S) 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.650 1,625.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.335 16,750.00 006 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.007 84.00 0.658 7,896.00 (S) 007 CONSTRUCTION AREA SIGNS (BOAT SIGNS) LS 10,000.0000 10,000.00 0.007 70.00 0.665 6,650.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.024 9,600.00 0.194 77,600.00 (S) 009 TYPE III BARRICADE EA 100.0000 600.00 0.000 0.00 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 8,000.00 94.000 3,760.00 156.000 6,240.00 (S) 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.024 600.00 0.194 4,850.00 (S) 012 PORTABLE RADAR TRAILER EA 8,500.0000 17,000.00 0.048 408.00 0.388 3,298.00 (S) 013 TEMPORARY FLASHING BEACON LS 29,000.0000 29,000.00 0.721 20,909.00 (S) 014 TEMPORARY RAILING (TYPE K) M 29.0000 186,470.00 4,545.800 131,828.20 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 56.000 11,200.00 (S) 016 REMOVE AND RELOCATE ROCK RIP RAP TONN 20.0000 26,320.00 0.000 0.00 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,200.00 0.000 0.00 018 ABANDON CULVERT EA 1,500.0000 1,500.00 1.000 1,500.00 019 REMOVE FENCE (TYPE BW) M 15.0000 1,320.00 69.500 1,042.50 020 REMOVE CHAIN LINK FENCE M 25.0000 1,650.00 16.500 412.50 021 REMOVE CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 2,760.00 0.000 0.00 WITH EXTENSION ARM AND BARBED WIRE 022 REMOVE METAL BEAM GUARD RAILING M 16.0000 3,040.00 84.000 1,344.00 PROGRAM CAS145 PAGE 2 DATE 10/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:46 PM ESTIMATE NO. 08 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 10/19/01 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FLARED END SECTION EA 200.0000 400.00 1.000 200.00 024 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 37,920.00 6,084.000 9,734.40 9,126.000 14,601.60 (S) 025 REMOVE ROADSIDE SIGN EA 50.0000 800.00 4.000 200.00 026 REMOVE ASPHALT CONCRETE DIKE M 5.0000 470.00 0.000 0.00 027 REMOVE PIPE M 35.0000 875.00 9.000 315.00 028 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000.00 029 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 29,850.00 0.000 0.00 (S) 030 BRIDGE REMOVAL LS 1500,000.0000 1500,000.00 0.000 0.00 031 CLEARING AND GRUBBING LS 3,600.0000 3,600.00 0.300 1,080.00 032 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.024 216.00 0.194 1,746.00 033 ROADWAY EXCAVATION M3 20.0000 142,800.00 1,792.369 35,847.38 034 SHOULDER BACKING STA 800.0000 11,200.00 0.000 0.00 035 STRUCTURE EXCAVATION (TYPE A) M3 207.0000 1003,950.00 1,593.064 329,764.25 (F) 036 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 165,000.00 579.150 57,915.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 168,000.00 384.200 23,052.00 (F) 038 SPAWNING GRAVEL M3 400.0000 23,200.00 0.000 0.00 039 SAND BACKFILL M3 100.0000 2,700.00 13.600 1,360.00 040 IMPORTED MATERIAL (SHOULDER BACKING) M3 20.0000 28,800.00 0.000 0.00 041 HIGHWAY PLANTING LS 7,800.0000 7,800.00 0.000 0.00 (S) 042 STRAW (EROSION CONTROL) TONN 406.0000 2,030.00 0.000 0.00 (S) 043 FIBER (EROSION CONTROL) KG 1.0000 860.00 0.000 0.00 (S) 044 COMPOST (EROSION CONTROL) KG 0.5000 2,735.00 0.000 0.00 (S) 045 PURE LIVE SEED (EROSION CONTROL) KG 145.0000 4,205.00 0.000 0.00 (S) 046 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.8200 1,763.00 0.000 0.00 (S) 047 STABILIZING EMULSION (EROSION CONTROL) KG 3.2000 672.00 0.000 0.00 (S) 048 WILLOW BUNDLES EA 23.2000 2,552.00 0.000 0.00 (S) 049 NPS 3 SUPPLY LINE (BRIDGE) M 240.0000 51,600.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 3 DATE 10/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:46 PM ESTIMATE NO. 08 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 10/19/01 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE M3 30.0000 195,600.00 4,044.060 121,321.80 051 ASPHALT CONCRETE (TYPE A) TONN 72.0000 1065,600.00 6,823.510 491,292.72 052 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 102,900.00 0.000 0.00 053 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 588.00 0.000 0.00 054 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 8,760.00 0.000 0.00 055 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 186.00 0.000 0.00 056 RUMBLE STRIP (GROUND IN) STA 130.0000 4,810.00 0.000 0.00 057 FURNISH STEEL PILING (HP 360 X 174) M 76.0000 643,416.00 2,873.759 218,405.68 058 DRIVE STEEL PILE (HP 360 X 174) EA 2,300.0000 1131,600.00 168.000 386,400.00 (S) 059 SEAL COURSE CONCRETE M3 200.0000 260,000.00 363.708 72,741.60 060 PRESTRESSING (TRANSVERSE) LS 80,000.0000 80,000.00 0.000 0.00 (S) 061 PRESTRESSING GIRDER (LONGITUDINAL) LS 310,000.0000 310,000.00 0.000 0.00 (S) 062 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 465.0000 455,700.00 330.905 153,870.83 (F) 063 STRUCTURAL CONCRETE, BRIDGE M3 465.0000 1776,300.00 48.669 22,631.09 456.457 212,252.51 (F) 064 STRUCTURAL CONCRETE, GIRDER CLOSURE M3 2,600.0000 208,000.00 4.911 12,768.60 4.911 12,768.60 (F) POUR 065 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 127,875.00 0.000 0.00 (F) (TYPE N) 066 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 1357,200.00 60.000 522,000.00 60.000 522,000.00 (S) BULB-TEE GIRDER SEGMENT (15M-20M) 067 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 936,000.00 60.000 360,000.00 60.000 360,000.00 (S) BULB-TEE GIRDER SEGMENT 068 JOINT SEAL ASSEMBLY (MR 70 MM) M 470.0000 41,360.00 0.000 0.00 (S) 069 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1068,200.00 17,728.000 24,819.20 163,787.300 229,302.22 (SF) 070 BAR REINFORCING STEEL KG 1.4000 12,600.00 1,883.000 2,636.20 1,883.000 2,636.20 (SF)(GIRDER CLOSURE POUR) 071 ROADSIDE SIGN - ONE POST EA 150.0000 750.00 0.000 0.00 072 ROADSIDE SIGN - TWO POST EA 250.0000 500.00 0.000 0.00 073 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 074 600 MM REINFORCED CONCRETE PIPE M 268.0000 8,308.00 3.000 804.00 075 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,200.0000 28,800.00 0.000 0.00 (CLASS II) 076 80 MM PLASTIC PIPE (EDGE DRAIN) M 63.0000 42,840.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:46 PM ESTIMATE NO. 08 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 10/19/01 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 68.0000 12,920.00 0.000 0.00 078 FLUME DOWNDRAIN M 80.0000 5,600.00 0.000 0.00 079 TAPERED INLET EA 300.0000 2,700.00 0.000 0.00 080 FLUME ANCHOR ASSEMBLY EA 150.0000 3,750.00 0.000 0.00 081 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 24,000.00 0.000 0.00 082 600 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 083 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 90.0000 9,000.00 0.000 0.00 084 ROCK SLOPE PROTECTION M3 90.0000 19,800.00 0.000 0.00 (BACKING NO. 1, METHOD B) 085 ROCK SLOPE PROTECTION M3 90.0000 8,460.00 0.000 0.00 (BACKING NO. 3, METHOD B) 086 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 36,600.00 0.000 0.00 087 ROCK SLOPE PROTECTION FABRIC M2 2.0000 220.00 0.000 0.00 088 MISCELLANEOUS METAL (BRIDGE) KG 28.0000 3,920.00 0.000 0.00 (SF) 089 FENCE (TYPE BW, 4-STRAND, METAL POST) M 38.0000 2,546.00 0.000 0.00 (S) 090 CHAIN LINK FENCE (TYPE CL-1.8) M 80.0000 3,600.00 0.000 0.00 (S) 091 CHAIN LINK FENCE (TYPE CL-1.8) WITH M 90.0000 8,280.00 0.000 0.00 (S) EXTENSION ARM AND BARBED WIRE 092 SURVEY MONUMENT EA 475.0000 3,325.00 0.000 0.00 093 DELINEATOR (CLASS 1) EA 40.0000 1,120.00 0.000 0.00 094 MARKER (CULVERT) EA 40.0000 240.00 0.000 0.00 095 KILOMETER POST MARKER EA 40.0000 240.00 0.000 0.00 096 OBJECT MARKER (TYPE L-1) EA 40.0000 160.00 0.000 0.00 097 METAL BEAM GUARD RAILING (WOOD POST) M 84.0000 5,628.00 36.000 3,024.00 (S) 098 CONCRETE BARRIER M 170.0000 68,680.00 0.000 0.00 (F) (TYPE 732 MODIFIED) 099 SINGLE THRIE BEAM BARRIER (WOOD POST) M 116.0000 7,076.00 0.000 0.00 (S) 100 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 83.0000 68,890.00 0.000 0.00 (S) 101 DOUBLE THRIE BEAM BARRIER (BRIDGE) M 177.0000 37,524.00 0.000 0.00 (SF) 102 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 5,000.00 0.000 0.00 (S) 103 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 400.0000 1,200.00 1.000 400.00 (S) PROGRAM CAS145 PAGE 5 DATE 10/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:46 PM ESTIMATE NO. 08 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 10/19/01 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CRASH CUSHION (TYPE CAT) EA 5,800.0000 11,600.00 0.000 0.00 (S) 105 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 1,000.00 0.000 0.00 (S) 106 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 1.2000 11,616.00 0.000 0.00 (S) 107 PAINT TRAFFIC STRIPE (2-COAT) M 1.1500 23,230.00 6,084.000 6,996.60 12,168.000 13,993.20 (S) 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 7,695.00 412.000 1,854.00 824.000 3,708.00 (S) 109 LIGHTING LS 58,000.0000 58,000.00 0.000 0.00 (S) 110 LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 0.000 0.00 (S) 111 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.981 31,392.00 (S) PROGRAM CAS145 PAGE 6 DATE 10/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-260124 TIME 02:46 PM ESTIMATE NO. 08 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 10/19/01 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 980,178.09 3,625,002.29 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 45,708.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 980,178.09 3,670,710.49 112 MOBILIZATION LS 1600,000.0000 1600,000.00 0.950 1,520,000.00 ORIGINAL CONTRACT AMOUNT 16,104,655.00 TOTAL WORK COMPLETED 980,178.09 5,190,710.49 MATERIALS ON HAND ON SITE 274,848.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 980,178.09 5,465,559.04 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 07/26/04 165 0 0 0 32% 19% PROGRESS IS SATISFACTORY DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/01