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 03/24/99 EST. NO.26 TIME 08:05 AM R.E. NAME: BLISS, DAN 03-314404 --------------------------------------------------------------------------- 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 0179 169.20 E.W. @ F.A.(+) 061998 N SL 0 0196 767.36 073198 N SL 0 005 0012 423.63 E.W. @ F.A.(+) 031599 N SL 0 011 0009-3 -4,677.46 E.W. @ F.A.(+) 091997 N SL 0 DAO CORRECTING ENTRY 0009-4 4,911.33 091997 N SL 0 DAO CORRECTING ENTRY 038 0001 121.16 E.W. @ F.A.(+) 040198 N SL 0 044 0007 188.08 E.W. @ F.A.(+) 101098 N SL 0 045 0002 348.06 E.W. @ F.A.(+) 092598 N SL 0 0003 13,444.18 062598 N SL 0 0004 11,081.83 062698 N SL 0 0005 15,746.56 032998 N SL 0 0008 160.76 070298 N SL 0 0009 1,041.93 082798 N SL 0 047 0008-1 -1,103.54 E.W. @ F.A.(+) 061698 N SL 0 DAO CORRECTING ENTRY 0008-2 1,158.72 061698 N SL 0 DAO CORRECTING ENTRY 0013 687.79 082798 N 5709S3 0014 751.16 082898 N 5710S3 0015 362.83 083198 N 5711S3 0015-1 -362.83 083198 N 5711S3 DAO CORRECTING ENTRY 0015-2 371.71 083198 N 5711S3 DAO CORRECTING ENTRY 050 0026 597.75 E.W. @ F.A.(+) 100798 N SL 0 0027 102.39 100798 N SL 0 0028 102.39 100898 N SL 0 051 0017 547.90 E.W. @ F.A.(+) 100998 N SL 0 0018 4,157.49 082598 N SL 0 0019 995.56 090298 N SL 0 0020 716.93 092598 N SL 0 0023 1,754.07 100998 N SL 0 54,566.94 TOTAL THIS ESTIMATE 225,810.78 TOTAL PREVIOUS ESTIMATE 280,377.72 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 03/24/99 EST. NO.26 TIME 08:05 AM R.E. NAME: BLISS, DAN 03-314404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LOW AC COMPACTION -287.41 04 RSP FABRIC NOT SPEC -17,453.00 04 4 CY CONCRETE REJECT -1,920.00 05 CPM NOT ACCEPTABLE -202,129.37 06 REJECTED EXP JOINT -1,344.00 06 CPM NOT ACCRPTABLE -349,799.03 07 EXP JOINT AT DS10 1,344.00 07 4 CY CONCRETE AT DS3 1,920.00 07 CPM NOT ACCEPTABLE -578,913.27 08 RELEASE EST 6 CPM 202,129.37 09 RELEASE EST 7 CPM 349,799.03 09 RELEASE EST 8 CPM 578,913.27 09 ABUT 5 RSP RETURN 16,683.00 10 WITNESS TESTING FLYT -2,916.78 13 CPM NOT ACCEPTABLE -40,359.00 18 CPM NOT ACCEPTABLE -291,868.39 19 CPM NOT ACCEPTABLE -225,055.16 20 UNACCEPTABLE CPM 111,490.60 21 UNACCEPTABLE CPM -187,290.38 22 MISSING CPM UPDATES -183,439.12 23 RELEASE EST 20 CPM 225,055.16 23 RELEASE EST 21 CPM 75,799.78 23 RELEASE EST 18 CPM 40,359.00 23 RELEASE EST 19 CPM 291,868.39 23 UNACCEPTABLE CPM -1,754.05 25 0.00 -189,167.36 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 07 MISSING PAYROLLS -10,000.00 08 MISSING PAYROLLS -10,000.00 10 RETURN EST 5 LCV DED 10,000.00 10 MISSING PAYROLLS -10,000.00 11 MISSING PAYROLLS -10,000.00 12 MISSING PAYROLLS -10,000.00 13 MISSING PAYROLLS -10,000.00 14 RETURN LLCV FOR EST7 10,000.00 14 MISSING PAYROLLS -10,000.00 15 MISSING O/O LISTINGS -10,000.00 16 RETURN 6,8,10-14 80,000.00 16 MISSING PAYROLLS -10,000.00 17 RETURN EST 16 10,000.00 17 MISSING PAYROLLS -10,000.00 19 MISSING PAYROLLS -10,000.00 20 RETURN DEDUCT EST 17 10,000.00 20 MISSING PAYROLLS 10,000.00 21 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/24/99 EST. NO.26 TIME 08:05 AM R.E. NAME: BLISS, DAN 03-314404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -20,000.00 22 MISSING PAYROLLS -1,000.00 23 RETURN EST 19 10,000.00 24 RETURN EST 21 10,000.00 24 RETURN ESTIMATE 20 10,000.00 26 RETURN ESTIMATE 23 1,000.00 26 11,000.00 0.00 TOTAL DEDUCTIONS 11,000.00 -189,167.36 PROGRAM CAS145 PAGE 1 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 LOCATION PROGRESS ESTIMATE 03-BUT-162-13.9/15.9 ----------------- KIEWIT PACIFIC CO IN BUTTE COUNTY NEAR OROVILLE FROM 5000 MARSH DRIVE 1.7 MILE WEST TO 0.3 MILE EAST OF CONCORD CA 94520 FEATHER RIVER BRIDGE FED. AID NO. STP-P162(23)E ,BRST-P162(23)E ,AC-P162(23)E REPLACE BRIDGE AND WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.900 9,000.00 002 TEMPORARY FENCE LF 4.0000 6,600.00 1,017.000 4,068.00 003 30" TEMPORARY CULVERT LF 75.0000 3,000.00 40.000 3,000.00 004 36" TEMPORARY CULVERT LF 92.0000 3,680.00 40.000 3,680.00 005 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 0.804 10,854.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 122,860.0000 122,860.00 0.730 89,687.80 (S) 007 TYPE III BARRICADE EA 60.0000 1,740.00 25.260 1,515.60 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 2,600.00 168.000 420.00 1,079.000 2,697.50 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 15,600.00 132.000 198.00 10,706.000 16,059.00 010 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 12.0000 12,480.00 -168.000 -2,016.00 542.000 6,504.00 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 15,400.00 17,941.000 17,941.00 012 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 3,300.00 124.000 2,728.00 013 TEMPORARY PAVEMENT MARKER EA 5.0000 3,050.00 645.000 3,225.00 014 TEMPORARY EROSION CONTROL FENCE LF 6.0000 2,940.00 301.000 1,806.00 015 TEMPORARY DELINEATOR (CLASS 1) EA 15.0000 795.00 58.000 870.00 016 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 18,000.00 2.310 13,860.00 017 TEMPORARY RAILING (TYPE K) LF 9.0000 24,480.00 2,660.000 23,940.00 018 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 60.000 12,000.00 019 ABANDON CULVERT EA 200.0000 1,200.00 5.000 1,000.00 020 ABANDON WATER WELL EA 440.0000 440.00 0.000 0.00 021 REMOVE FENCE LF 3.0000 12,300.00 2,815.000 8,445.00 022 REMOVE METAL BEAM GUARD RAILING LF 4.0000 4,200.00 690.000 2,760.00 PROGRAM CAS145 PAGE 2 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE AND PAVEMENT SQFT 2.0000 2,280.00 1,947.400 3,894.80 MARKING 024 REMOVE ROADSIDE SIGN EA 20.0000 1,040.00 3.000 60.00 42.000 840.00 025 REMOVE CULVERT EA 900.0000 13,500.00 15.000 13,500.00 026 REMOVE INLET EA 130.0000 520.00 3.000 390.00 027 REMOVE HEADWALL EA 180.0000 540.00 3.000 540.00 028 REMOVE REINFORCED CONCRETE BOX CULVERT EA 13,000.0000 39,000.00 3.000 39,000.00 029 REMOVE CONCRETE PAVEMENT SQYD 9.5000 16,150.00 1,617.000 15,361.50 030 REMOVE ASPHALT CONCRETE SURFACING SQYD 8.0000 7,680.00 976.000 7,808.00 031 REMOVE BASE AND SURFACING CY 18.0000 19,800.00 55.000 990.00 032 RESET MAILBOX EA 61.0000 3,416.00 50.000 3,050.00 033 RESET ROADSIDE SIGN EA 150.0000 1,500.00 10.000 1,500.00 034 RELOCATE ROADSIDE SIGN EA 150.0000 4,350.00 23.000 3,450.00 51.000 7,650.00 035 ADJUST MANHOLE TO GRADE EA 340.0000 1,700.00 6.500 2,210.00 036 REMODEL MANHOLE EA 1,100.0000 22,000.00 10.000 11,000.00 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 27,300.00 2,167.000 6,501.00 (S) 038 REMOVE CONCRETE LS 18,000.0000 18,000.00 0.992 17,856.00 039 BRIDGE REMOVAL LS 430,000.0000 430,000.00 0.000 0.00 040 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 041 ROADWAY EXCAVATION CY 14.5000 468,350.00 32,111.730 465,620.09 042 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 13,800.00 690.000 13,800.00 (F) 043 STRUCTURE EXCAVATION (TYPE A) CY 550.0000 759,000.00 1,380.000 759,000.00 (F) 044 STRUCTURE EXCAVATION (TYPE D) CY 180.0000 210,600.00 1,170.000 210,600.00 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 21,760.00 77.000 6,545.00 (F) 046 DITCH EXCAVATION CY 4.5000 1,170.00 244.000 1,098.00 047 IMPORTED BORROW CY 25.0000 32,500.00 1,581.000 39,525.00 048 HIGHWAY PLANTING LS 4,000.0000 4,000.00 1.000 4,000.00 049 EROSION CONTROL (TYPE D) SQYD 0.6500 18,330.00 31,100.000 20,215.00 (S) PROGRAM CAS145 PAGE 3 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 051 PLANT ESTABLISHMENT WORK LS 700.0000 700.00 1.000 700.00 052 IRRIGATION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 053 3/4" ALTERNATIVE CONDUIT LF 12.0000 864.00 71.000 852.00 054 3" ALTERNATIVE CONDUIT LF 21.0000 630.00 28.000 588.00 055 6" ALTERNATIVE CONDUIT LF 17.0000 850.00 48.500 824.50 056 CLASS 2 AGGREGATE BASE CY 22.0000 572,000.00 21,713.600 477,699.20 057 ASPHALT CONCRETE (TYPE A) TON 35.0000 875,000.00 20,657.900 723,026.50 058 ASPHALT CONCRETE (OPEN GRADED) TON 35.0000 98,000.00 2,223.630 77,827.05 059 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 20.0000 10,600.00 99.130 1,982.60 AREA) 060 PLACE ASPHALT CONCRETE DIKE (TYPE B) LF 2.0000 4,280.00 2,715.000 5,430.00 061 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.0000 1,450.00 436.000 436.00 062 ASPHALTIC EMULSION (PAINT BINDER) TON 400.0000 12,800.00 27.550 11,020.00 063 FURNISH STEEL PILING (HP 14 X 89) LF 21.0000 167,580.00 7,730.070 162,331.47 064 DRIVE STEEL PILE (HP 14 X 89) EA 1,200.0000 307,200.00 256.000 307,200.00 (S) 065 FURNISH 24" CAST-IN-STEEL SHELL LF 48.0000 101,760.00 2,127.500 102,120.00 CONCRETE PILING 066 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 4,700.0000 131,600.00 28.000 131,600.00 (S) PILE 067 PRESTRESSING CAST-IN-PLACE CONCRETE LS 129,000.0000 129,000.00 0.000 0.00 (S) 068 SEAL COURSE CONCRETE CY 160.0000 46,400.00 0.000 0.00 069 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 123,000.00 611.500 122,300.00 070 STRUCTURAL CONCRETE, BRIDGE CY 329.0000 1582,490.00 1,834.000 603,386.00 (F) 071 6' X 4' PRECAST REINFORCED CONCRETE LF 305.0000 64,050.00 210.000 64,050.00 BOX CULVERT 072 8' X 5' PRECAST REINFORCED CONCRETE LF 460.0000 119,600.00 260.000 119,600.00 BOX CULVERT 073 10' X 7' PRECAST REINFORCED CONCRETE LF 590.0000 141,600.00 236.000 139,240.00 BOX CULVERT 074 CLASS A CONCRETE (WINGWALLS) CY 480.0000 76,800.00 159.210 76,420.80 (F) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 770.0000 19,250.00 22.040 16,970.80 (F) 076 MINOR CONCRETE (BACKFILL) CY 120.0000 2,400.00 18.600 2,232.00 PROGRAM CAS145 PAGE 4 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FRACTURED FIN TEXTURE SQFT 6.0000 33,450.00 5,136.000 30,816.00 (F) 078 JOINT SEAL ASSEMBLY (MR 6") LF 550.0000 45,100.00 0.000 0.00 (S) 079 BAR REINFORCING STEEL LB 0.5000 4,776.00 9,552.000 4,776.00 (SF) 080 BAR REINFORCING STEEL (BRIDGE) LB 0.4600 589,260.00 636,599.200 292,835.63 (SF) 081 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 11,560.00 2,890.000 11,560.00 (F) WITH WALKWAY) 082 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 11,560.00 2,890.000 11,560.00 (SF)WITH WALKWAY) 083 ROADSIDE SIGN - ONE POST EA 150.0000 8,550.00 34.000 5,100.00 084 ROADSIDE SIGN - TWO POST EA 250.0000 2,000.00 4.000 1,000.00 085 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 6.000 600.00 METHOD) 086 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 33.0000 4,950.00 144.000 4,752.00 087 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 32.0000 31,040.00 970.000 31,040.00 088 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 35.0000 12,600.00 255.000 8,925.00 089 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 36.0000 36,720.00 1,064.000 38,304.00 090 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 38.0000 2,280.00 56.000 2,128.00 091 48" ALTERNATIVE PIPE CULVERT (TYPE B) LF 186.0000 16,740.00 90.000 16,740.00 092 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 4,500.00 106.000 3,180.00 (.064" THICK) 093 36" CORRUGATED STEEL PIPE INLET LF 151.0000 2,718.00 18.000 2,718.00 (.079" THICK) 094 12" STEEL FLARED END SECTION EA 220.0000 220.00 1.000 220.00 095 18" STEEL FLARED END SECTION EA 290.0000 290.00 1.000 290.00 096 24" STEEL FLARED END SECTION EA 290.0000 580.00 2.000 580.00 097 12" ALTERNATIVE FLARED END SECTION EA 225.0000 1,350.00 6.000 1,350.00 098 18" ALTERNATIVE FLARED END SECTION EA 290.0000 2,900.00 9.000 2,610.00 099 24" ALTERNATIVE FLARED END SECTION EA 290.0000 1,450.00 5.000 1,450.00 100 48" ALTERNATIVE FLARED END SECTION EA 760.0000 1,520.00 2.000 1,520.00 101 18" AUTOMATIC DRAINAGE GATE EA 840.0000 840.00 1.000 840.00 102 24" AUTOMATIC DRAINAGE GATE EA 1,060.0000 1,060.00 1.000 1,060.00 103 SEWAGE LINE (BRIDGE) LF 118.0000 91,096.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION CY 43.0000 47,300.00 1,099.000 47,257.00 (1/2 TON, METHOD A) 105 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 59.0000 5,900.00 100.000 5,900.00 106 ROCK SLOPE PROTECTION CY 44.0000 65,120.00 1,557.610 68,534.84 (FACING, METHOD B) 107 CONCRETE (DITCH LINING) CY 246.0000 1,968.00 7.300 1,795.80 108 SLOPE PAVING (CONCRETE) CY 370.0000 17,390.00 36.500 13,505.00 (F) 109 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 4,650.00 3,153.790 4,730.69 110 MINOR CONCRETE (MISCELLANEOUS CY 170.0000 71,400.00 107.660 18,302.20 CONSTRUCTION) 111 MISCELLANEOUS IRON AND STEEL LB 2.4000 9,948.00 3,393.000 8,143.20 (SF) 112 MISCELLANEOUS METAL (BRIDGE) LB 2.7000 20,277.00 0.000 0.00 (SF) 113 CHAIN LINK FENCE (TYPE CL-4) LF 30.0000 480.00 0.000 0.00 (S) 114 CHAIN LINK FENCE (TYPE CL-5) LF 10.0000 1,200.00 111.500 1,115.00 (S) 115 CHAIN LINK FENCE (TYPE CL-6, LF 6.0000 1,740.00 324.000 1,944.00 (S) EXTENSION ARM) 116 16' CHAIN LINK SLIDING GATE (TYPE CL-5) EA 500.0000 500.00 1.000 500.00 (S) 117 20' CHAIN LINK SLIDING GATE (TYPE CL-6, EA 700.0000 700.00 1.000 700.00 (S) EXTENSION ARM) 118 DELINEATOR (CLASS 1) EA 40.0000 2,360.00 43.000 1,720.00 119 MILEPOST MARKER EA 50.0000 100.00 2.000 100.00 2.000 100.00 120 OBJECT MARKER (TYPE K-1) EA 75.0000 150.00 1.000 75.00 121 TUBULAR HANDRAILING LF 19.0000 28,747.00 0.000 0.00 (SF) 122 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 70.0000 106,120.00 0.000 0.00 (F) 123 CONCRETE BARRIER (SPECIAL) LF 125.0000 14,500.00 113.000 14,125.00 (F) 124 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 12,400.0000 37,200.00 3.000 37,200.00 (S) (G.R.E.A.T.) 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,675.00 13,766.000 3,441.50 (S) 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,350.00 1,926.000 1,926.00 (S) 127 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 11,342.50 1,344.000 4,368.00 (S) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,150.00 11,236.000 2,809.00 (S) (BROKEN 36-12) 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 102.50 0.000 0.00 (S) (BROKEN 17-7) 130 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 0.2000 5,340.00 17,466.000 3,493.20 (S) PROGRAM CAS145 PAGE 6 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.5000 240.00 396.000 198.00 (S) 132 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 4,225.00 905.000 2,941.25 (S) 133 LIGHTING LS 83,000.0000 83,000.00 0.943 78,269.00 (S) 134 FLASHING BEACON AND BRIDGE LIGHTING LS 16,000.0000 16,000.00 0.114 1,824.00 (S) 135 SIGNAL AND LIGHTING LS 133,000.0000 133,000.00 0.741 98,553.00 (S) 136 ELECTRICAL WORK LS 176,000.0000 176,000.00 1.000 176,000.00 (S) 137 MECHANICAL WORK, SCHEDULE 'A' LS 85,000.0000 85,000.00 1.000 85,000.00 (S) 138 MECHANICAL WORK, SCHEDULE 'B' LS 122,000.0000 122,000.00 0.987 120,414.00 (S) 139 MECHANICAL WORK, SCHEDULE 'C' LS 142,000.0000 142,000.00 1.000 142,000.00 (S) 140 ARCHITECTURAL WORK LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 141 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 142 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.800 4,000.00 PLAN 143 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.842 16,840.00 PROGRAM CAS145 PAGE 7 DATE 03/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-314404 TIME 08:05 AM ESTIMATE NO. 26 BID OPENING 10/02/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/99 R.E. NAME: BLISS, DAN DATE OF THIS ESTIMATE 03/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,212.00 6,654,651.52 ADJUSTMENT OF COMPENSATION 0.00 -636.31 EXTRA WORK 54,566.94 281,014.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 56,778.94 6,935,029.24 144 MOBILIZATION LS 1039,460.0000 1039,460.00 1.000 1,039,460.00 ORIGINAL CONTRACT AMOUNT 10,405,000.00 TOTAL WORK COMPLETED 56,778.94 7,974,489.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 11,000.00 -189,167.36 TOTAL 67,778.94 7,785,321.88 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 11/07/96 460 04/08/97 11/22/96 07/01/00 198 378 0 0 74% 43% PROGRESS IS SATISFACTORY BLISS, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/99