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 07/12/13 EST. NO.21 TIME 07:45 AM R.E. NAME: MOHAMMADI, ESSI 08-478604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0003 2,037.86 E.W. @ F.A.(+) 041812 N 1 0 2,037.86 TOTAL THIS ESTIMATE 302,179.54 TOTAL PREVIOUS ESTIMATE 304,217.40 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 07/12/13 EST. NO.21 TIME 07:45 AM R.E. NAME: MOHAMMADI, ESSI 08-478604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC OUT COMPLIANCE -2,499.30 05 JPCP TEST - COEF TE -1,000.00 15 0.00 -3,499.30 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 14 APPRENTICE AGREEMENT -9,000.00 17 APPRENTICE AGREEMENT 9,000.00 19 MISSING DOCUMENTS 10,000.00 19 0.00 0.00 LIQUIDATED DAMAGES 22 DAYS @ $5400./DAY -118,800.00 15 11 DAYS @ $5400./DAY -59,400.00 16 9 DAYS @ $5400./DAY -48,600.00 17 0.00 -226,800.00 TOTAL DEDUCTIONS 0.00 -230,299.30 PROGRAM CAS145 PAGE 1 DATE 07/12/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 07:45 AM ESTIMATE NO. 21 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/12 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 07/12/13 LOCATION SEMI-FINAL ESTIMATE 08-RIV-86-R16.0/R16.7 ------------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY IN COACHELLA 6 ORCHARD SUITE 150 FROM 0.3 MILE SOUTH OF AIRPORT LAKE FOREST CA 92630 BOULEVARD TO 0.4 MILE NORTH OF AIRPORT BOULEVARD FED. AID NO. ACNH-P086(72)E CONSTRUCT NEW INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.440 4,400 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,600.0000 650,000.00 245.000 637,000 004 TEMPORARY FENCE (TYPE ESA) LF 51.0000 2,550.00 101.000 5,151 005 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 006 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 3.5000 1,750.00 0.000 0 008 TEMPORARY CONSTRUCTION ENTRANCE EA 3,400.0000 3,400.00 1.000 3,400 009 TEMPORARY COVER SQYD 2.0000 5,000.00 0.000 0 010 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 600.00 0.000 0 011 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,700.0000 10,700.00 1.000 10,700 013 CONSTRUCTION AREA SIGNS LS 15,600.0000 15,600.00 1.000 15,600 014 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 1.000 23,000 015 TYPE III BARRICADE EA 37.0000 555.00 10.000 370 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 12,870.00 17,886.000 9,837 017 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 7,740.00 166.000 7,138 018 TEMPORARY PAVEMENT MARKER EA 4.5000 7,650.00 740.000 3,330 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 740.0000 4,440.00 6.000 4,440 020 TEMPORARY RAILING (TYPE K) LF 5.9000 46,610.00 4,140.000 24,426 021 TEMPORARY CRASH CUSHION MODULE EA 103.3000 13,429.00 84.000 8,677 022 OBLITERATE SURFACING SQYD 2.4000 15,864.00 10,340.500 24,817 PROGRAM CAS145 PAGE 2 DATE 07/12/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 07:45 AM ESTIMATE NO. 21 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/12 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 07/12/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE (TYPE BW) LF 2.5000 11,100.00 3,185.000 7,962 024 REMOVE CHAIN LINK FENCE LF 3.0000 810.00 266.000 798 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 8,305.00 15,100.000 8,305 026 REMOVE CULVERT LF 20.0000 2,800.00 176.000 3,520 027 REMOVE CONCRETE CY 39.0000 4,290.00 110.000 4,290 028 REMOVE CONCRETE CURB CY 62.0000 1,550.00 25.000 1,550 029 CLEARING AND GRUBBING LS 9,800.0000 9,800.00 1.000 9,800 030 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 031 ROADWAY EXCAVATION CY 1.5000 64,500.00 43,000.000 64,500 032 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 033 STRUCTURE EXCAVATION CY 92.0000 1,656.00 18.000 1,656 034 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 12,200.00 610.000 12,200 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 13,616.00 296.000 13,616 (F) 036 STRUCTURE BACKFILL (SLURRY CEMENT) CY 170.0000 2,720.00 7.000 1,190 037 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 3,380.00 26.000 3,380 038 IMPORTED BORROW CY 3.9000 356,460.00 91,400.000 356,460 039 ROADSIDE CLEARING LS 5,600.0000 5,600.00 1.000 5,600 040 ROCK BLANKET SQYD 60.0000 53,400.00 1,012.540 60,752 041 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 7.5300 200,298.00 27,647.550 208,186 042 EROSION CONTROL (COMPOST BLANKET) CY 13.0000 230,100.00 0.000 0 043 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0300 14,310.00 477,000.000 14,310 044 EROSION CONTROL (POLYMER STABILIZED SQFT 0.0400 19,080.00 477,000.000 19,080 FIBER MATRIX) (SQFT) 045 12" CORRUGATED STEEL PIPE CONDUIT LF 8.0000 1,360.00 194.500 1,556 (.064" THICK) 046 CLASS 2 AGGREGATE SUBBASE CY 34.0000 44,200.00 1,300.000 44,200 047 CLASS 2 AGGREGATE BASE CY 24.0000 173,040.00 7,153.590 171,686 048 LEAN CONCRETE BASE CY 150.0000 129,000.00 860.000 129,000 049 HOT MIX ASPHALT (TYPE C) TON 91.0000 778,050.00 8,984.610 817,599 PROGRAM CAS145 PAGE 3 DATE 07/12/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 07:45 AM ESTIMATE NO. 21 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/12 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 07/12/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT TYPE A BOND-BREAKER TON 120.0000 50,400.00 403.270 48,392 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6000 212.40 59.000 212 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6000 2,988.00 830.000 2,988 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 432.00 120.000 432 054 LIQUID ASPHALT (PRIME COAT) TON 850.0000 20,400.00 24.000 20,400 055 TACK COAT TON 230.0000 2,760.00 7.000 1,610 056 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 316,800.00 1,759.010 316,621 057 FURNISH PILING (CLASS 200) LF 41.0000 141,655.00 3,455.000 141,655 (ALTERNATIVE X) 058 DRIVE PILE (CLASS 200) EA 1,200.0000 91,200.00 76.000 91,200 (ALTERNATIVE X) 059 PRESTRESSING CAST-IN-PLACE CONCRETE LS 93,600.0000 93,600.00 1.000 93,600 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 190.0000 31,350.00 165.000 31,350 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 410.0000 653,540.00 1,594.000 653,540 (F) 062 STRUCTURAL CONCRETE, RETAINING WALL CY 420.0000 2,520.00 6.000 2,520 (F) 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 240.0000 29,760.00 124.000 29,760 (F) (TYPE N) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 17,640.00 8.400 17,640 (F) 065 RETAINING WALL STEM (TYPE 6) SQFT 36.0000 7,560.00 210.000 7,560 066 JOINT SEAL (MR 2") LF 65.0000 8,840.00 136.000 8,840 067 BAR REINFORCING STEEL LB 1.0000 880.00 880.000 880 (F) 068 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 277,511.50 396,445.000 277,511 (F) 069 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 207,228.00 49,340.000 207,228 (F) 070 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 7,401.00 49,340.000 7,401 (F) 071 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 7,360.00 320.000 7,360 072 FURNISH LAMINATED PANEL SIGN SQFT 26.0000 7,020.00 270.000 7,020 (2 1/2"-TYPE B) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,336.00 583.500 9,336 (F) (0.063"-UNFRAMED) 074 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,300.0000 65,000.00 50.000 65,000 (SIGN FOUNDATION) 075 ROADSIDE SIGN - ONE POST EA 270.0000 15,390.00 57.000 15,390 076 ROADSIDE SIGN - TWO POST EA 480.0000 2,400.00 5.000 2,400 PROGRAM CAS145 PAGE 4 DATE 07/12/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 07:45 AM ESTIMATE NO. 21 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/12 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 07/12/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 31.0000 12,090.00 379.000 11,749 078 24" ALTERNATIVE PIPE CULVERT LF 37.0000 11,470.00 300.000 11,100 079 15" CORRUGATED STEEL PIPE (.079" THICK) LF 39.0000 7,020.00 180.000 7,020 080 15" ENTRANCE TAPER EA 1,200.0000 1,200.00 1.000 1,200 081 15" ALTERNATIVE FLARED END SECTION EA 530.0000 530.00 1.000 530 082 18" ALTERNATIVE FLARED END SECTION EA 590.0000 4,720.00 8.000 4,720 083 24" ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 2.000 1,240 084 ROCK SLOPE PROTECTION CY 730.0000 3,650.00 5.000 3,650 (BACKING NO. 2, METHOD B) 085 SLOPE PAVING (CONCRETE) CY 590.0000 35,990.00 61.000 35,990 (F) 086 ROCK SLOPE PROTECTION FABRIC SQYD 12.0000 312.00 26.000 312 087 MINOR CONCRETE (CURB, CURB AND GUTTER, CY 340.0000 81,600.00 240.000 81,600 SIDEWALK, GUTTER DEPRESSION) 088 MISCELLANEOUS IRON AND STEEL LB 4.0000 2,120.00 530.000 2,120 (F) 089 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 6.0000 23,940.00 4,137.000 24,822 090 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 4,370.00 230.000 4,370 091 DELINEATOR (CLASS 1) EA 35.0000 5,950.00 175.000 6,125 092 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 7,590.00 425.000 9,775 093 CHAIN LINK RAILING (TYPE 7) LF 57.0000 18,924.00 332.000 18,924 (F) 094 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 75.0000 24,900.00 332.000 24,900 (F) 095 TRANSITION RAILING (TYPE WB) EA 2,900.0000 11,600.00 4.000 11,600 096 RAIL TENSIONING ASSEMBLY EA 470.0000 940.00 2.000 940 097 TERMINAL SYSTEM (TYPE CAT) EA 5,900.0000 11,800.00 2.000 11,800 098 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 570.0000 1,140.00 2.000 1,140 099 END CAP (TYPE TC) EA 210.0000 840.00 4.000 840 100 END ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 3,720.00 6.000 3,720 101 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 6.000 13,200 102 CONCRETE BARRIER (TYPE 736) LF 63.0000 20,916.00 332.000 20,916 (F) 103 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 2,816.00 2,647.000 2,911 PROGRAM CAS145 PAGE 5 DATE 07/12/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 07:45 AM ESTIMATE NO. 21 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/12 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 07/12/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4000 4,556.00 2,098.500 7,134 105 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 9,640.00 32,962.000 6,592 (SPRAYABLE) 106 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3000 2,024.00 488.000 1,122 107 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.5000 36.00 8.000 36 TYPE C) 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 4,140.00 802.000 3,609 109 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,300.0000 1,300.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 110 SIGNAL AND LIGHTING (LOCATION 1) LS 111,200.0000 111,200.00 1.000 111,200 111 SIGNAL AND LIGHTING (LOCATION 2) LS 80,600.0000 80,600.00 1.000 80,600 112 LIGHTING AND SIGN ILLUMINATION LS 152,100.0000 152,100.00 1.000 152,100 113 INTERCONNECTION CONDUIT AND CABLE LS 12,100.0000 12,100.00 1.000 12,100 114 2" CONDUIT LS 16,800.0000 16,800.00 1.000 16,800 115 REMOVE EXISTING SIGNAL SYSTEM LS 20,300.0000 20,300.00 1.000 20,300 PROGRAM CAS145 PAGE 6 DATE 07/12/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 07:45 AM ESTIMATE NO. 21 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/28/12 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 07/12/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 5,595,341.82 ADJUSTMENT OF COMPENSATION 0.00 54,211.23 EXTRA WORK 2,037.86 250,006.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,037.86 5,899,559.22 116 MOBILIZATION LS 305,085.1200 305,085.12 1.000 305,085 ORIGINAL CONTRACT AMOUNT 6,131,086.02 TOTAL WORK COMPLETED 2,037.86 6,204,644.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -230,299.30 TOTAL 2,037.86 5,974,345.04 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 02/08/11 250 04/04/11 04/04/11 06/28/12 270 12 20 0 100% 100% MOHAMMADI, ESSI RESIDENT ENGINEER PROGRAM CAS145 DATE 07/12/13