Analisa Backfill Lebak Bulus Contoh

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Text of Analisa Backfill Lebak Bulus Contoh

  • DAYWORK/ VARIATION1. GENERAL NOT FOR DAYWORK CALCULATION Attachment-1Annex 11. Unit Rate for Overtime Work

    a LaborOvertime Work calculated based on Normal Working Day of 8 hrs Working Day (Monday to Friday) and 40Hrs per week.

    Overtime Working Hours(Normal Working Day)

    Overtime Working Hours(Holiday)

    1st Hr After 1st Hr Basic Hr 1st Hr after Basic Hr After 1st Hr1 Monday 8 1.5 2 2 3 42 Tuesday 8 1.5 2 2 3 43 Wednesday 8 1.5 2 2 3 44 Thursday 8 1.5 2 2 3 45 Friday 8 1.5 2 2 3 46 Saturday 2 3 47 Sunday 2 3 4

    Total 40

    Note: Overtime will be calculated based on indicated koeficient on the table x basic rate per hours.Table based on "Kep-102/MEN/VI/2004" -------->

    b EquipmentOvertime rate for Equipment will be calculated as follows:

    > Basic rate for each overtime rate = Daily Rental Rate/8> Equipment Operator Overtime to be calculated as of Labor Overtime calculationOvertime for Equipment = Normal Rate (Hr) + Operator Overtimewhere; Operator Overtime = (rate koeficient x Hour Rate) - Hour Rate

    Please refer to following table of "Normal Rate for Equipment & Operator" and "Operator Overtime"

    1. Normal Rate for Equipment & Operator

    EQUIPMENT1 Excavator 0.8M3 Hr 479,3132 Bulldozer 19t Hr 358,2883 Tronton (26t) Hr 446,4634 Vibro Roller (8t) Hr 439,657

    LABOR1 Operator/ Driver Hr 19,813

    2. Operator OvertimeOvertime Working Hours(Normal Working Day)

    Overtime Working Hours(Holiday)

    1st Hr(1.5 -1)N.Rate

    After 1st Hr(2 -1)N.Rate

    Basic Hr(2 -1)N.Rate

    1st Hr after Basic Hr(3 -1)N.Rate

    After 1st Hr(4 -1)N.Rate

    1 Monday 8 9,907 19,813 19,813 39,626 59,4392 Tuesday 8 9,907 19,813 19,813 39,626 59,4393 Wednesday 8 9,907 19,813 19,813 39,626 59,4394 Thursday 8 9,907 19,813 19,813 39,626 59,4395 Friday 8 9,907 19,813 19,813 39,626 59,4396 Saturday 19,813 39,626 59,4397 Sunday 19,813 39,626 59,439

    Total 40

    2. Unit Rate for New Itemsa Labour

    1 Supervisor Man-Day 221,900 27,7382 Common Labour Man-Day 88,125 11,016

    BasicNormalWorkingHours

    DayNo.

    No. Labour Unit

    No. Equipment Unit

    No. DayBasicNormalWorkingHours

    Unit Rate(IDR) Remark

    Please Refer to Unit Rate Derivation

    Unit Rate(IDR/Man-Hr)

    Please Refer to Unit Rate DerivationPlease Refer to Unit Rate Derivation

    As of JMCMC Evaluation

    Please Refer to Unit Rate Derivation

    Unit Rate(IDR) Remark

    Please Refer to Unit Rate DerivationPlease Refer to Unit Rate Derivation

    See Attachment-2 ( Annex 1 ): TheExtracted Document of Kep-

    102/MEN/VI/2004

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  • DAYWORK/ VARIATION1. GENERAL NOT FOR DAYWORK CALCULATION Attachment-1Annex 1

    b Equipment

    1 Excavator 0.8M3 Hr 479,3132 Buldozer 19t Hr 358,2883 Tronton 26t Hr 446,4634 Vibro Roller 8t Hr 439,657

    c Material

    1 Red Soil M3 131,300

    No. Equipment Capacity Unit Rate(IDR)Unit

    No. Labour Unit Unit Rate(IDR) RemarkAs of JMCM Evaluation

    Please Refer to Unit Rate Derivation

    RemarkPlease Refer to Unit Rate DerivationPlease Refer to Unit Rate DerivationPlease Refer to Unit Rate Derivation

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  • Attachment-1Annex 2

    Valuation of Variation - Collection SheetInstruction: Letter CN1&2/OTH/2014/12-0747 dated 02 December 2014

    2. UNIT RATE DERIVATION

    TWJO UNIT RATE AS OF 8TH JUNE 2015 (ORIGINAL PROPOSAL - TENTATIVE)

    QTY UNIT RATE(IDR)OVERHEAD 15%

    (IDR)UNIT RATE(TOTAL)(IDR)

    REMARK

    a b c=15%xb d=(bxa)+(cxa)

    A. EQUIPMENT1 Excavator (0.8m3)

    Equipment Rental Rate Hr - -

    Opertor Man-Hr -Mob. Demob Hr -

    Fuel (Diesel) Lt -

    Unit Rate of Excavator (0.8m3) IDR/HR 1 479,313 Refer to Pondok Pinang & MK Land Daywork(Proposal on 22 Sept 2015)2 Tronton (26t)

    Equipment Rental Rate Hr 1 185,000 27,750 212,750 Based on 25th Days per month

    Opertor/ Driver Man-Hr 1 19,813 19,813

    Fuel (Diesel) Lt 31 6,900 213,900

    Unit Rate of Tronton (26t) IDR/HR 1 446,463

    3 Bulldozer (19t)

    Equipment Rental Rate Hr

    Mob. Demob HrOpertor Man-Hr

    Fuel (Diesel) Lt

    Unit Rate of Bulldozer (19t) IDR/HR 1 358,288 Applied Eq. Rate Bulldozer 21t

    4 Vibro Roller (8t)

    Equipment Rental Rate Hr

    Mob. Demob HrOpertor Man-Hr

    Fuel (Diesel) Lt

    Unit Rate of Vibro Roller (8t) IDR/HR 1 439,657 Applied Eq. RateTire Roller 8t-20t

    B. LABOUR1 Supervisor IDR/HR 1 27,738 27,738 Refer to Pondok Pinang & MK Land Daywork(JMCMC Approval)

    2 Common Labour IDR/HR 1 11,016 11,016 Using Unit Rate of Contract

    C. MATERIAL1 Red Soil IDR/M3 1 135,000 135,000 Refer to Pondok Pinang & MK Land Daywork(Proposal on 22 Sept 2015)

    NO DESCRIPTION UNIT

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  • Valuation - Daywork Record SheetsInstruction: Letter CN1&2/OTH/2014/12-0747 dated 02 December 2014

    3. FUEL CONSUMPTION CALCULATION (DIESEL)TABLE-1Hourly Fuel Consumption (Qhr):

    Qhr = [12% - 15%] x HP __(Lt/Hr) --->"Analisa Harga Satuan Pekerjaan (AHSP) Bidang Pekerjaan Umum Kementrian Pekerjaan Umum" -->

    E.g. Excavator CAT320C> The equipment will be operated at 85% of heavy duty & 15% of light duty of hourly operation> Equipment & Operator satisfactory (f ) = 0.83

    HP= 138Qhr(max) = 0.15xHP

    = 20.7 lt/HrQhr(min) = 0.125 x HP

    = 16.56 lt/HrQhr(Avr) = [(85% x Qhr(max)) + (15% x Qhr(min))]

    20.08 lt/HrQhr = Qhr(Avr)/f

    24.2 lt/HrQhr = 25 lt/Hr (Roundup)

    Tabel:

    a b=0.15xHP c=0.12xHP d=0.85b + 0.15c e f=d/e g=roundup(f,0)1 Excavator (0.8m3) PC 210 Zaxis 147.5 22.13 17.70 21.46 0.83 18.0 182 Tronton (26t) HINO FM 285 JD 254.8 38.22 30.58 37.07 0.83 31.0 313 Bulldozer (19t) KOMATSU D 65 E 180.0 27.00 21.60 26.19 0.83 22.0 224 Vibro Roller (8t) SAKAI SV400TB-2 100.0 15.00 12.00 14.55 0.83 13.0 13

    Attachment-1Annex 3

    See Attachment-2 (Annex 2):The Extracted Document of AHSP

    NO EQUIPMENT MODEL/ TYPEQhr

    (lt/Hr)Qhr(max)(lt/Hr)

    Qhr(min)(lt/Hr) Remarks

    Qhr(avr)(lt/Hr) f

    Qhr(lt/Hr)HP

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  • Valuation of Dayworks - Collection Sheet

    Instruction: TBAWork: Backfilling Works at Lebak Bulus Terminal From ToArea: Lebak Bulus Terminal 06-Apr-15 31-Jul-15

    4. SUMMARY COMPARISONSUMMARY

    Normal AmountIDR

    OT. AmountIDR

    Tot. AmountIDR

    LABOUR 23,562,432 51,426,558 74,988,990EQUIPMENT 752,103,036 790,135,957 1,542,238,993MATERIAL 1,925,100,000 - 1,925,100,000

    TOTAL 2,700,765,468 841,562,515 3,542,327,983

    REMARKRESOURCESAREA

    LEBAK BULUS TERMINAL

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  • Valuation of Dayworks - Collection Sheet

    Instruction: TBAWork: Backfilling Works at Lebak Bulus Terminal From ToArea: Lebak Bulus Terminal 06-Apr-15 31-Jul-15

    5. DAYWOKS SUMMARYLEBAK BULUS TERMINAL

    Date Area DRN Labour Equipment Material Total

    Normal AmountIDR

    OT. AmountIDR

    Tot. LaborAmountIDR

    Normal AmountIDR

    OT. AmountIDR

    Tot.EquipmentAmountIDR

    Tot. Amount Normal AmountIDR

    OT. AmountIDR

    Tot. Amount

    06-Apr-15 1 DRN 01 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 37,260,000.00 58,813,236.00 8,573,432.00 67,386,668.0007-Apr-15 1 DRN 02 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 27,945,000.00 49,498,236.00 8,573,432.00 58,071,668.0008-Apr-15 1 DRN 03 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 18,630,000.00 40,183,236.00 8,573,432.00 48,756,668.0009-Apr-15 1 DRN 04 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 24,840,000.00 46,393,236.00 8,573,432.00 54,966,668.0010-Apr-15 1 DRN 05 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 27,945,000.00 49,498,236.00 8,573,432.00 58,071,668.0011-Apr-15 1 DRN 06 - 2,092,716.00 2,092,716.00 - 30,685,165.00 30,685,165.00 34,155,000.00 34,155,000.00 32,777,881.00 66,932,881.0012-Apr-15 1 DRN 07 - 2,092,716.00 2,092,716.00 - 30,685,165.00 30,685,165.00 18,630,000.00 18,630,000.00 32,777,881.00 51,407,881.0013-Apr-15 1 DRN 08 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 21,735,000.00 43,288,236.00 8,573,432.00 51,861,668.0014-Apr-15 1 DRN 09 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 31,050,000.00 52,603,236.00 8,573,432.00 61,176,668.0015-Apr-15 1 DRN 10 620,064.00 581,310.00 1,201,374.00 20,933,172.00 10,882,663.00 31,815,835.00 40,365,000.00 61,918,236.00 11,463,973.00 73,382,209.0016-Apr-15 1 DRN 11 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 24,840,000.00 46,393,236.00 8,573,432.00 54,966,668.0017-Apr-15 1 DRN 12 620,064.00 426,294.00 1,046,358.00 20,933,172.00 8,147,138.00 29,080,310.00 21,735,000.00 43,288,