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 10/24/11 EST. NO.10 TIME 06:19 AM R.E. NAME: HISHAM ALNATOUR 06-0A9904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0001 6,395.00 E.W. @ L.S.(+) 100511 N 0001 0 016 0001 10,372.65 E.W. @ L.S.(+) 100511 N 0001 0 16,767.65 TOTAL THIS ESTIMATE 73,826.96 TOTAL PREVIOUS ESTIMATE 90,594.61 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 10/24/11 EST. NO.10 TIME 06:19 AM R.E. NAME: HISHAM ALNATOUR 06-0A9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 06:19 AM ESTIMATE NO. 10 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/24/11 LOCATION PROGRESS ESTIMATE 06-KER-5-0.8/ .0 ----------------- J T S CONSTRUCTION IN KERN COUNTY NEAR LEBEC AT THE P O BOX 41765 TEJON SAFETY ROADSIDE REST AREA BAKERSFIELD CA 93384 FED. AID NO. ACHS-005 -4(183)206,IMG-005 -4(183)206 RESTORE SAFETY ROADSIDE REST AREA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,020.0000 7,020.00 0.750 5,265.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 2.000 500.00 003 TEMPORARY FENCE (TYPE ESA) LF 1.5400 12,551.00 9,488.000 14,611.52 004 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.060 150.00 0.450 1,125.00 005 PREPARE STORM WATER POLLUTION LS 1,983.0000 1,983.00 0.020 39.66 0.680 1,348.44 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 4.2500 1,190.00 220.000 935.00 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,205.0000 6,410.00 2.000 6,410.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 4,680.00 30.000 5,400.00 009 CONSTRUCTION AREA SIGNS LS 2,340.0000 2,340.00 0.020 46.80 0.680 1,591.20 010 TRAFFIC CONTROL SYSTEM LS 4,900.0000 4,900.00 0.060 294.00 0.450 2,205.00 011 TYPE III BARRICADE EA 150.0000 1,200.00 16.000 2,400.00 012 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,020.00 44.000 1,320.00 013 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,850.0000 5,850.00 1.000 5,850.00 014 REMOVE PAINTED TRAFFIC STRIPE LF 4.0000 440.00 0.000 0.00 015 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 460.00 0.000 0.00 016 RESET PRECAST CONCRETE TRASH EA 100.0000 1,700.00 0.000 0.00 RECEPTACLE 017 REMOVE CONCRETE CY 43.0000 81,270.00 1,896.400 81,545.20 018 REMOVE CONCRETE CURB LF 7.1500 572.00 107.000 765.05 019 CLEARING AND GRUBBING LS 12,300.0000 12,300.00 1.000 12,300.00 020 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 021 STRUCTURE EXCAVATION (RETAINING WALL) CY 287.0000 3,731.00 14.600 4,190.20 022 STRUCTURE BACKFILL (RETAINING WALL) CY 383.0000 4,979.00 14.600 5,591.80 PROGRAM CAS145 PAGE 2 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 06:19 AM ESTIMATE NO. 10 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 HIGHWAY PLANTING LS 47,600.0000 47,600.00 0.023 1,094.80 024 PRUNE EXISTING PLANTS LS 1,000.0000 1,000.00 0.850 850.00 025 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 59.0000 10,620.00 0.000 0.00 (SQYD) 026 MAINTAIN EXISTING PLANTED AREAS LS 4,200.0000 4,200.00 0.050 210.00 0.400 1,680.00 027 PLANT ESTABLISHMENT WORK LS 3,800.0000 3,800.00 0.000 0.00 028 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.050 150.00 0.300 900.00 029 IRRIGATION SYSTEM LS 119,600.0000 119,600.00 0.220 26,312.00 0.320 38,272.00 030 IRRIGATION SLEEVE (2" PR 315) LF 10.0000 7,300.00 549.000 5,490.00 031 IRRIGATION SLEEVE (3" PR 315) LF 21.0000 9,240.00 477.000 10,017.00 032 PARKING AREA SEAL COAT TON 1,120.0000 38,080.00 0.000 0.00 033 DRAIN INLET EA 5,733.0000 5,733.00 0.000 0.00 034 ARCHITECTURAL TEXTURE (STUCCO) SQFT 9.0000 3,780.00 0.000 0.00 035 PRECAST CONCRETE ENTRANCE SIGN EA 24,300.0000 48,600.00 0.600 14,580.00 036 PRECAST CONCRETE SITE SIGN EA 602.0000 7,826.00 0.000 0.00 (SINGLE SIGN) 037 PRECAST CONCRETE SITE SIGN EA 690.0000 8,280.00 0.000 0.00 (DOUBLE SIGN) 038 PRECAST CONCRETE SITE SIGN EA 752.0000 18,800.00 0.000 0.00 (TRIPLE SIGN) 039 PRECAST CONCRETE SITE SIGN EA 840.0000 2,520.00 0.000 0.00 (QUAD SIGN) 040 PRECAST CONCRETE NEWSPAPER RACK EA 3,270.0000 6,540.00 0.000 0.00 041 8" PRECAST CONCRETE PICNIC TABLE EA 885.0000 9,735.00 0.000 0.00 042 6' PRECAST CONCRETE PICNIC TABLE EA 855.0000 12,825.00 0.000 0.00 043 PRECAST CONCRETE WATER FAUCET EA 770.0000 17,710.00 0.000 0.00 ASSEMBLY 044 PRECAST CONCRETE TRASH CONTAINER EA 410.0000 37,310.00 0.000 0.00 045 PRECAST CONCRETE RECYCLE CONTAINER EA 475.0000 2,375.00 0.000 0.00 046 RETAINING WALL STEM (TYPE 6) SQFT 15.0000 6,405.00 427.000 6,405.00 (F) 047 FOOTING (RETAINING WALL) CY 409.0000 5,317.00 14.600 5,971.40 048 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 699.60 636.000 699.60 (F) 049 6' TIMBER BENCH EA 510.0000 4,080.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 06:19 AM ESTIMATE NO. 10 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PREPARE AND PAINT CONCRETE SQFT 1.2000 15,480.00 0.000 0.00 051 4" PLASTIC PIPE LF 38.0000 7,600.00 0.000 0.00 052 DRAINAGE INLET MARKER EA 50.0000 1,500.00 0.000 0.00 053 GRATED LINE DRAIN LF 232.0000 33,872.00 0.000 0.00 (F) 054 JACKED 18" WELDED STEEL PIPE LF 384.0000 76,800.00 203.000 77,952.00 (.375" THICK) 055 MINOR CONCRETE (CURB) LF 11.7000 1,638.00 0.000 0.00 056 MINOR CONCRETE (MISCELLANEOUS CY 480.0000 403,200.00 70.000 33,600.00 CONSTRUCTION) 057 MINOR CONCRETE (CURB RAMP) CY 1,800.0000 1,800.00 0.000 0.00 058 MISCELLANEOUS IRON AND STEEL LB 14.2000 42,742.00 0.000 0.00 059 PAINT TRAFFIC STRIPE (2-COAT) LF 1.1000 4,422.00 0.000 0.00 060 HIGHWAY ADVISORY RADIO SYSTEM LS 172,000.0000 172,000.00 0.180 30,960.00 061 8' STEEL BENCH EA 2,340.0000 14,040.00 0.000 0.00 062 BUILDING WORK LS 5,000.0000 3,005,000.00 0.061 183,305.00 0.711 2,136,555.00 PROGRAM CAS145 PAGE 4 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 06:19 AM ESTIMATE NO. 10 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 210,507.46 2,519,380.21 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 16,767.65 90,594.61 SUBTOTAL AMOUNT EARNED 227,275.11 2,609,974.82 ORIGINAL CONTRACT AMOUNT 4,382,665.60 TOTAL WORK COMPLETED 227,275.11 2,609,974.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 227,275.11 2,609,974.82 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 10/27/10 430 01/10/11 01/10/11 10/10/12 189 47 0 0 57% 44% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/11