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 02/22/99 EST. NO.17 TIME 03:16 PM R.E. NAME: PAUL B. HALLIBURTON 05-423904 --------------------------------------------------------------------------- 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 0155 905.07 E.W. @ F.A.(+) 120798 N 000000 0155-1 -905.07 120798 N 000000 DAO CORRECTING ENTRY 0155-2 452.54 120798 N 000000 DAO CORRECTING ENTRY 0156 726.92 120998 N 000000 0156-1 -726.92 120998 N 000000 DAO CORRECTING ENTRY 0156-2 363.46 120998 N 000000 DAO CORRECTING ENTRY 0157 252.09 121198 N 207460 0158 363.46 121498 N 207460 0159 27.49 011599 N 000000 010 0027-1 -9,388.22 E.W. @ F.A.(+) 102798 N 000000 DAO CORRECTING ENTRY 0027-2 12,307.60 102798 N 000000 DAO CORRECTING ENTRY 011 0029 13,582.85 E.W. @ F.A.(+) 100798 N 000000 0030 6,860.11 101298 N 000000 0031 730.92 111798 N 000000 017 0002 137.08 E.W. @ F.A.(+) 011299 N 207460 25,689.38 TOTAL THIS ESTIMATE 537,010.07 TOTAL PREVIOUS ESTIMATE 562,699.45 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 02/22/99 EST. NO.17 TIME 03:16 PM R.E. NAME: PAUL B. HALLIBURTON 05-423904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NOT APPROVED#2 -41,867.79 02 SWPPP NOT APPROVED#1 -22,438.58 02 SWPPP APPROVED 64,306.37 03 0.00 0.00 LIQUIDATED DAMAGES 108 DAYS @850/DAY -91,800.00 15 0.00 -91,800.00 OTHER OUTSTANDING DOCUMENTS MISS PYRL,HC43,PR47 -10,000.00 17 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -101,800.00 PROGRAM CAS145 PAGE 1 DATE 02/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-423904 TIME 03:16 PM ESTIMATE NO. 17 BID OPENING 06/17/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/99 R.E. NAME: PAUL B. HALLIBURTON DATE OF THIS ESTIMATE 02/22/99 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 05-SB-1-12.5/13.1 ---------------------------------- GRANITE CONSTRUCTION CO. IN SANTA BARBARA COUNTY NEAR LOMPOC P. O. BOX 6744 FROM 0.8 MILE SOUTH TO 0.2 MILE SANTA BARBARA, CA. 93160 SOUTH OF EL JARO CREEK BRIDGE FED. AID NO. ACNH-P001(375)Y REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.0000 3,750.00 750.000 3,750.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 1.000 500.00 PLAN 003 WATER POLLUTION CONTROL LS 7,000.0000 7,000.00 1.000 7,000.00 004 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 69,934.0000 69,934.00 1.000 69,934.00 (S) 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.7500 5,040.00 0.000 0.00 (S) 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 2,640.00 7,725.000 1,545.00 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 1,600.00 26.000 832.00 009 TEMPORARY PAVEMENT MARKER EA 4.0000 2,080.00 196.000 784.00 (S) 010 TEMPORARY RAILING (TYPE K) LF 9.5000 39,900.00 2,500.000 23,750.00 011 TEMPORARY CRASH CUSHION MODULE EA 225.0000 7,200.00 20.000 4,500.00 012 REMOVE FENCE (TYPE BW) LF 2.5000 7,250.00 2,668.000 6,670.00 013 REMOVE CHAIN LINK GATE EA 400.0000 400.00 1.000 400.00 014 MOVE EXISTING RAILING (TYPE K) LF 4.0000 1,360.00 400.000 1,600.00 015 REMOVE METAL BEAM GUARD RAILING LF 5.0000 1,500.00 300.000 1,500.00 016 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 1,936.00 2,975.000 1,636.25 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 3,420.00 3,315.000 2,983.50 018 REMOVE CULVERT LF 24.0000 5,040.00 210.000 5,040.00 019 REMOVE HEADWALL EA 1,500.0000 6,000.00 4.000 6,000.00 020 REMOVE BASE AND SURFACING CY 8.5000 28,220.00 2,912.000 24,752.00 021 RESET ROADSIDE SIGN (ONE POST) EA 80.0000 160.00 1.000 80.00 022 REMOVE CONCRETE CY 275.0000 1,375.00 5.000 1,375.00 PROGRAM CAS145 PAGE 2 DATE 02/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-423904 TIME 03:16 PM ESTIMATE NO. 17 BID OPENING 06/17/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/99 R.E. NAME: PAUL B. HALLIBURTON DATE OF THIS ESTIMATE 02/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 024 ROADWAY EXCAVATION CY 4.7500 807,500.00 165,582.000 786,514.50 025 MULCH ROWS LF 10.0000 4,500.00 0.000 0.00 (S) 026 STRAW (EROSION CONTROL) TON 300.0000 1,800.00 2.000 600.00 (S) 027 FIBER (EROSION CONTROL) LB 0.7500 4,500.00 10,000.000 7,500.00 (S) 028 SEED (EROSION CONTROL) LB 55.0000 6,600.00 110.000 6,050.00 (S) 029 STABILIZING EMULSION (EROSION CONTROL) LB 2.0000 720.00 600.000 1,200.00 (S) 030 CLASS 2 AGGREGATE BASE CY 27.0000 134,460.00 4,236.000 114,372.00 031 ASPHALT CONCRETE (TYPE B) TON 32.0000 165,760.00 5,085.000 162,720.00 032 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 50.0000 2,150.00 5.600 280.00 AREA) 033 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 3.0000 660.00 202.000 606.00 034 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 3.0000 3,990.00 1,136.000 3,408.00 035 ASPHALTIC EMULSION (PAINT BINDER) TON 450.0000 7,200.00 8.340 3,753.00 036 CLASS A CONCRETE (BOX CULVERT) CY 800.0000 25,600.00 32.000 25,600.00 (F) 037 CLASS A CONCRETE (WINGWALLS) CY 1,400.0000 11,200.00 8.000 11,200.00 (F) 038 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 15,300.00 10.230 15,345.00 (F) 039 BAR REINFORCING STEEL LB 1.5000 12,720.00 8,195.000 12,292.50 (SF) 040 ROADSIDE SIGN - ONE POST EA 160.0000 160.00 0.000 0.00 041 24" PLASTIC PIPE LF 47.0000 26,320.00 540.000 25,380.00 042 18" BITUMINOUS COATED CORRUGATED STEEL LF 70.0000 2,660.00 38.000 2,660.00 PIPE (.064" THICK) 043 24" BITUMINOUS COATED CORRUGATED STEEL LF 125.0000 2,500.00 20.000 2,500.00 PIPE (.064" THICK) 044 36" BITUMINOUS COATED CORRUGATED STEEL LF 200.0000 2,400.00 34.000 6,800.00 PIPE (.064" THICK) 045 48" BITUMINOUS COATED CORRUGATED STEEL LF 100.0000 8,400.00 62.000 6,200.00 PIPE (.079" THICK) 046 18" BITUMINOUS COATED CORRUGATED STEEL LF 65.0000 5,330.00 104.000 6,760.00 PIPE DOWNDRAIN (.064" THICK) 047 18" STEEL FLARED END SECTION EA 550.0000 550.00 1.000 550.00 048 24" STEEL FLARED END SECTION EA 600.0000 600.00 1.000 600.00 049 36" STEEL FLARED END SECTION EA 750.0000 750.00 2.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 02/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-423904 TIME 03:16 PM ESTIMATE NO. 17 BID OPENING 06/17/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/99 R.E. NAME: PAUL B. HALLIBURTON DATE OF THIS ESTIMATE 02/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 48" STEEL FLARED END SECTION EA 1,200.0000 2,400.00 1.000 1,200.00 051 CONCRETE (DITCH LINING) CY 450.0000 11,700.00 26.000 11,700.00 052 MISCELLANEOUS IRON AND STEEL LB 1.0000 1,695.00 1,695.000 1,695.00 (SF) 053 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 6.0000 18,600.00 3,193.000 19,158.00 (S) 054 CHAIN LINK GATE EA 1,500.0000 1,500.00 1.000 1,500.00 (S) 055 DELINEATOR (CLASS 1) EA 32.0000 320.00 10.000 320.00 056 MILEPOST MARKER EA 40.0000 80.00 2.000 80.00 057 MARKER (CULVERT) EA 40.0000 440.00 11.000 440.00 058 OBJECT MARKER (TYPE P) EA 90.0000 720.00 8.000 720.00 059 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,225.00 4,160.000 2,080.00 (S) 060 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,030.00 1,630.000 815.00 (S) (BROKEN 36-12) 061 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 2,816.00 6,300.000 2,520.00 (S) 062 PAVEMENT MARKER (REFLECTIVE) EA 5.0000 1,200.00 170.000 850.00 (S) PROGRAM CAS145 PAGE 4 DATE 02/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-423904 TIME 03:16 PM ESTIMATE NO. 17 BID OPENING 06/17/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/99 R.E. NAME: PAUL B. HALLIBURTON DATE OF THIS ESTIMATE 02/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,460,100.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 25,689.38 562,699.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,689.38 2,022,800.20 063 MOBILIZATION LS 170,000.0000 170,000.00 1.000 170,000.00 ORIGINAL CONTRACT AMOUNT 1,713,361.00 TOTAL WORK COMPLETED 25,689.38 2,192,800.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -101,800.00 TOTAL 15,689.38 2,091,000.20 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 07/08/97 145 07/25/97 00/00/00 02/10/99 286 102 1 9 100% 100% PAUL B. HALLIBURTON RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/99