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,